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HomeMy WebLinkAbout4106 Orlando Dr (a)11rx AN TATi WAT AT Architect/Civil n- ineers R L -9') b U llquu U uS. HI WAY 17 1-irlU A RIVE (1 1. UN 2 Seminole u"ounty, Florid Location Index of Drawin T1 TITLE SHEET �F�r liimrvrn r jP Y LI; B esel 0 'r E.ulvrniHr, • . , 1 wrt LAirake aaao�i r r•� ' � � �g ��2 °�5 `.":`S�"�Prl -° f�fCHf3I r" r �At C1 EXISTING CONDITIONS PLAN 1AAE FVIfW� ri�..E' 1— " 1 pp�� r Va PRO JE ' � rcY MS t'!i!j%CEMTE! rultcafsi nstemst .Ant t r la �� �I�1® PLAN L, llCA ? „� rwetAer �. , eT Tasr C3 UTILITY PLAN >W� cry. •.'"' +. o PAGE r !C2,j _ _-- VAleer SCHUUIII !a• C4 PAVING, GRADING AND DRAINAGE PLAN .� L}al'�/Tl�+, AIAPUIir alu><v C5 LANDSCAPE FLAN QUA le IHA { 1�41y4"r5� .. �`r1� F. 8 M tTr .. ".YEaa1dEF I i C6 IRRIGATION PLAN Loci, a .,Ea U� 17192 gG 1517a �+% DETAILS •�` Co Hidden 0 0 'take �� , !�r°R �z rt - C8 CITY OF SANFORD DETAILS MCI � _ �01�CIA fir. Eer Qf/N �/ V f1Rf UfP1 a WAU, ANLL AY _ rry w _- _ _ ar°taA C9 LIFT STATION t, rr .ftyf9 SfMINGEFtf ref y— RSs1 ROADWAY IMPROVEMENT PLANS Up ,y GH i PNfP 1 CHF :5M� fUUCA/10L SU y E(1 1 T le g S e _ — Rw2 F.D.C.T. DETAILS ' UJIV s A b ,9tl.... LEI. iY1i9Q 1 e 1 NI ° s InTt/e,,r U , Al FLCCR PLAN Oaa�wvta oa �0 B E fi � � � •i' f1IHUUtt GY \�J/ A2 PARTIAL ELCCR PLAN NOW �' � � role SEM1. IINII eUSI `� PAIIX"j /; �] N —14 sl"Ccs a;�' A3 EXTERIOR ELEVATI®NS CUUf, PU IA°PICIAAAon qq�� $ ( r�' v Ili CUMMUNIfy CUlN EC!! 1! AO 1 ; CUTE F C 1 �, IUAHnA y el , a lug rr , r AI A�4 BUILDING SECTIONS gQAA erN r ,; NS1 FOUNDATION AND ROOF FRAMING PLANS '� I YE flelO icy _— HUMANE SUCIflY s wrwt erA97, M1 HVAC PLAN AND PLUMBING RISER y �`/"J '� «t YI fir• E1 ELECTRICAL PLAN NOT TO SCALE ALL CONNECTIONS TO WATER AND SC:�f.iw'. "� .i�3�4�.:5`,r a"'sz -f .31 R E THAT CITY U3 I�'' FF' B oa► nes '� 1 yo A �j g7H1-1 S,, FOR 384lf�5��:r� tl ��1r9uJ�7. tJTILnY IMPACT FERS 0-eOO DE('- .3 7 ),998 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ,OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT. "THEY ARE TO BE USED ONLY FOR THE SITE ANC 7ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. Of w Z LL S 0 o� 4� Q 0 00 W � � I Q N � I UJ r- ct SHEET T1 OFTi FloridaSection 14 , Township 20 South7 Range 30 East Seminole County, NO-rES: I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0045 E DATED 4-17-95 AND FOUND �9g1 THE SUBJECT PROPERTY LIES IN ZONE X AREA OUTSIDE 500 YEAR FLOOD.. o a� BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT OF WAY LINE OF U.S. HIGHWAY 17-92, BEING 9 91 N 40'57'00" E PER DEED. 40 h9' 4'O NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED OTHER THAN SHOWN HEREON. ULU h 6 9 h h � � a9y9 ,flk P INTERIOR LOT LINES ARE CONTIGUOUS AND CONTAIN NO GAPS, GORES OR HIATUSES BETWEEN THEM @3-- -7- ELEVATIONS rELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCHMARK /260561, ELEVATION 41.386 FEET NGVD29 DATUM. kOk / P 6/ QP / ro, / �o / CO ELUCCS = 320 OA71 ACRES / TO BE DESTROYED b / �p'z, FLAG 2 _ ' / � NO P / k _N�0 FLAo 1 ^j 9 FLAG 15 / 9. ko° -hA ® 21" �O 6 / J � / 12 / 24" N k0 19" 5" BEECH 16PARCEL 2 / � P.O.B. . � :• • .. � � k. / 5" 1 / PARCEL C_2 �ti �� �, M.E.S. h Ory SITE T.B.M. / INV=35.51 ♦ 9T / T 4 8 k / NAIL IN 24"OA ko 18" � ® / �( y ' EL 41.01' / T N 6" ELUC06 = 190 / RECOVERED I"IRON 24 / PIPE HAMP'!ON 1 /UD CONCRETE BLOCK TOP F W / TOP OF WALLkO• RETAINING WALL 41.24 / 41.29 �- / / EDGE OF PAVEMENT -8- - rte' �wEDGE OF P, N 90'00'00%/o,E `✓ / �w��331 x, 161 \ // �� REMAINDER OF LOT 1 ore AQP �� �� LAKE MINNIE ESTATES �P� o�eP / NOT INCLUDED Pe / / %N9 0'00" E /(OGS �- X� 331.00' -------------------------L�--------- ------ Q- k'�T/Vol s' POINT OF COMMENCEMENT SE CORNER LOT 1 LAKE MINNIE ESTATES / / UNPLATTED •o LEGEND PALM TREE R DENOTES RADIUS WATER METER A DENOTES DELTA ANGLE L DENOTES ARC LENGTH POWER POLE CB CHORD BEARING :3w MAPLE TREE - - RIGHT OF WAY LINE TREE (P) PER PLAT (M) MEASURED OAK TREE REG RECOVERED CHINA BERRY TREE CONCRETE PINE TREE u LIGHT POLE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR -O.H.E. - OVERHEAD ELECTRIC PRM PERMANENT REFERENCE MONUMENT SIGN PCP PERMANENT CONTROL POINT x SPOT ELEVATION PI POINT OF INTERSECTION 8.89 PT POINT OF TANGENCY x FENCE PC POINT OF CURVATURE O.R. OFFICIAL RECORDS CLF CHAIN LINK FENCE Z TY P.O.B. POINT OF BEGINNING WF WOOD FENCE DENOTES SET 1/2"IRON P TYPICAL ® A/C AIR CONDITIONER ROD AND CAP LB # 6393 CBW CONCRETE BLOCK WALL EXISTING TREE 'TO BE REMOVED RP RADIUS POINT OHU OVERHEAD UTILITY LINE EXISTING TREE TO BE PROTECTED 0 SEE DETAIL 12 ON SHEET C6 - r�y k0.6 SAKE MINNIE D k RECOVERED 4X4 k k .� CONCRETE MONUMENT" k NO NUMBER h& 151' S 90'00'00" W AA MW 12" ~- 122IR 15" 16' 9� / /h EDGE OF PAVEMENT k0`! RECOVERED 4X4 kOti 265.54 NONNUMBER MONUMENT / 1 2" -- 42 - kU' k41 --- NO. LANDSCAPED E up O�Q • 0 ��G1ro �� A.r0� / CO s ° / 1 PARCEL B +�r h�j ,lye /J /A = 126'35'44"/ � R = 25.00' L = 55.24' CB = N 2 42'08" W O /// � Pn7. ^7 X-1 FUG 8 / ��'�� °� 0 F , FLAG 9 �O GP 6" ,lvQ Q\&kbFLAG 210 p UTILITY �� 0 9 5" / P� ��\P ^ POLE TYP/ g" FUG 11 / Q� \(� �v�0 M.E.S. INV=35.92��j e FLAO 4--N 90'00'00" E --------331.---- --- O 'rs QP .5" : IV '' / \ \ 0 PARCEL A, M.E.S. / ra,/ I. • :..>�'Y'� INV=35.65 �� h �: ' . '�; �,�., :.: ELUCCS = 310 (MOWED) --- / k d 2 .. c: i2\i .. �•.. R9• \ . / . a o 0.616 ACRES o ' •� �• / . :• •• �, (j,, . �? '.may/ B / FLAG - 4 TP�BE DES O V tK' y k 1j tK PARC -1 ,0 �� HEADWALL 0TOP=37.70 k 4) INV=34.22 LUCCS FLAG 2y / 2 x Oy6 Q.QP pi.P / <t G �° 1 FLAG 22 G .261 ' / �� 5g• 8 'Floc l7. ,.: M.E.S.. r�/ I =34.73 G W. PAR CEJL A Q. ,.:..•� .�9• 39 � 0�' �?IV � O •`J 0 Existing Conditions- Plan Scale: 1"=50' �v SITE NOTES 1. THE INFORMATION ON THIS EXISTING CONDITION PLAN WAS OBTAINED FROM SURVEYS PREPARED BY: AMERICAN SURVEYING AND MAPPING SPRING ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS. 2. THIS PARCEL IS LOCATED IN FLOOD ZONE "X" PER THE FLORIDA INSURANCE RATE MAP FOR SEMINOLE COUNTY, FLORIDA, COMMUNITY PANEL NUMBER: 120294-0045-E, DATED 4/17/95. 3. THE EDGES OF ALL CONCRETE AND/OR ASPHALT PAVING TO BE REMOVED SHALL BE NEATLY SAW CUT. /'til A 11®1'"1 A 1 A IitiT1iP1 �..7G11Gfl/-%L" I Vv i G0 A. THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO BIDDING AND DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION. 'THE CONTRACTOR SHALL NOTIFY SUNSHINE 0 (800)432-4770 AND THE UTILITY COMPANIES IN THE AREA AT LEAST 48 HOURS BEFORE COMMENCING WORK. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION 'TO BE ALLOWED. THE INFORMATION CONTAINED ON THIS EXISTING CONDITIONS PLAN WAS PROVIDED BY THE SURVEYOR, SPRING ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS. B. ALL WORK SHALL BE LEFT IN SUCH A MANNER 'THAT IT IS SAFE 'TO THE PUBLIC. THE CONTRACTOR SHALL MAINTAIN *TRAFFIC AT ALL 'TIMES. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F.D.O.T. INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION OF D.C. INDEXES 100 THROUGH 116. THERE WILL BE NO ON-SITE BURNING. C. THE CONTRACTOR SHALL REFER 'TO THE CONTRACT DOCUMENTS FOR ADDITIONAL CONTROL AND SCOPE OF WORK. THE CONTRACTOR SHALL PROVIDE SPRING ENGINEERING, INC. WITH AS -BUILT DRAWINGS AND SURVEYS UPON COMPLETION OF ALL WORK. D. THE CONTRACTOR IS REQUIRED TO HAVE A LICENSED PROFESSIONAL SURVEYOR DO ALL BUILDING LAYOUT, CURB & ROADWAY, AND GRADE STAKING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH THE ENGINEER FOR MAKING ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS; HOWEVER, THIS IN NO WAY RELIEVES THE CONTRACTOR OF HIS RESPONSIBILITY FOR CONSTRUCTING THE PROJECT TO ACCOMPLISH THE INTENT OF THE PLANS. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. MEAN SEA LEVEL = 0.00. E. PERMITS: NO CONSTRUCTION SHALL COMMENCE UNTIL ALL APPLICABLE PERMITS HAVE BEEN APPROVED. A RIGHT-OF-WAY USE PERMIT IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT-OF-WAY, AND NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY PUBLIC RIGHT-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE PERMIT. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY ULTIMATELY APPROVED SITE PLAN; APPROVAL OF THIS SITE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGN. I Pn n I nPQr'PIPTIMI br. v v„ \ yr v F® %./ a✓ ■ s.. ! ...! ! • PARCEL "A-1" FROM THE SOUTHEAST CORNER OF LOT 1, LAKE MINNIE ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 92, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN N 40'57' E ALONG THE EAST LINE OF LOT 1, A DISTANCE OF 300 FEET TO THE POINT OF BEGINNING: THENCE RUN WEST 331 FEET; THENCE RUN N 40'57' E, A DISTANCE OF 200 FEET; THENCE RUN EAST 331 FEET; THENCE RUN S 40'57' W, A DISTANCE OF 200 FEET TO THE POINT OF BEGINNING. PARCEL "A-2" FROM THE SOUTHEAST CORNER OF LOT 1, LAKE MINNIE ESTATES, ACCORDING TO -THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 92, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN N 40'57' E ALONG THE EAST LINE OF LOT 1, A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING: THENCE RUN WEST 331 FEET; THENCE RUN N 40'57' E, A DISTANCE OF 200 FEET; 'THENCE RUN EAST 331 FEET; THENCE RUN S 40'57' W, A DISTANCE OF 200 FEET TO THE POINT OF BEGINNING. PARCEL "B" FROM THE SOUTHEAST CORNER OF LOT 1, LAKE MINNIE ESTATES, ACCORDING TO -THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 92, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN N 40'57' E ALONG THE EAST LINE OF LOT 1, A DISTANCE OF 500 FEET "TO THE POINT OF BEGINNING: THENCE CONTINUE N 40'57' E, A DISTANCE OF 14.30 FEET; THENCE RUN NORTHEASTERLY ALONG A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 2,813.53 FEET, A CENTRAL ANGLE OF 4'21'16" AND AN ARC LENGTH OF 218.83 FEET; THENCE RUN NORTHWESTERLY ALONG A CURVE CONCAVE WESTERLYHAVING A RADIUS OF 25 FEET, A CENTRAL ANGLE OF 126'35'44", AND AN ARC LENGTH OF 55.24 FEET; THENCE RUN WEST ALONG THE NORTH LINES OF LOTS 1 AND 3, LAKE MINNIE ESTATES, A DISTANCE OF 265.54 FEET; THENCE RUN S 40'57' W, A DISTANCE OF 287.80 FEET; THENCE RUN EAST 331 FEET TO THE POINT OF BEGINNING. PARCEL "C": 4106 ORLANDO DRIVE A PORTION OF LOTS 1 AND 3 OF LAKE MINNIE ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6 PAGE 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, LAKE MINNIE ESTATES Al RECORDED IN PLAT BOOK 6 PAGE N 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE 0'57'00' E ALONG THE EASTERLY UNE OF SAID LOT 1 AND THE WESTERLY UNE OF U.S. HIGHWAY 17-92 A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 40'57'00" E A DISTANCE OF 200.00 FEET; THENCE DEPARTING THE SAID EASTERLY UNE OF LOT 1 AND THE SAID WESTERLY RIGHT OF WAY UNE N 49'03'00" W A DISTANCE OF 249.99 FEET, THENCE S 40'57'02" W A DISTANCE OF 416.94 FEET, THENCE N 90100'00" E A DISTANCE OF 331.00 FEET TO THE POINT OF BEGINNING. PARCEL "D" A PORTION OF LOTS 1 AND 3 OF LAKE MINNIE ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6 PAGE 92 OF 'THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, LAKE MINNIE ESTATES AS RECORDED IN PLAT BOOK 6 PAGE 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE N 40'57'00" E ALONG THE EASTERLY LINE OF SAID LOT 1 AND THE WESTERLY LINE OF U.S. HIGHWAY 17-92 A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 40'57'00" E A DISTANCE OF 14.30 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE WESTERLY HAVING A RADIUS OF 2813.53 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND EASTERLY LINE OF LOT 1 AND SAID WESTERLY LINE OF U.S. HIGHWAY 17-92 THROUGH A CENTRAL ANGLE OF 04'21'16" A DISTANCE OF 213.83 FEET TO A POINT OF COMPOUND CURVE OF A CIRCULAR CURVE CONCAVED SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 126'35'44" A DISTANCE OF 55.24 FEET TO THE POINT OF TANGENCY AND THE SOUTHERLY RIGHT OF WAY LINE OF LAKE MINNIE DRIVE BEING THE NORTH LINE OF SAID LOTS 1 AND 3; THENCE N 90'00'00" W ALONG SAID SOUTHERLY RIGHT OF WAY LINE AND NORTHERLY LINE OF LOTS 1 AND 3 A DISTANCE OF 265.54 FEET; THENCE S 40'57'02" W A DISTANCE OF 270.87 FEET; THENCE S 49'03'00" E A DISTANCE OF 249.99 FEET TO THE POINT OF BEGINNING. P 1;, 1,900 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. w 0 Z 0 O � 4 � U V) O0 U 0 LL_ U w a' � I � N U I SHEET C1 OFC9 I o - 8" OAK wN _` 5" OAK relocate) 5" BEECH N , �N � � � TWIN 4" OAK w DUMPSTER ENCLOSURE VC V w \ w \ `w ZONED GC2 USED CAIS SALES EDGE OF PAVEMENT ---------------------------------------- ---------- EXISTING ------------ ------------------- EXISTING PROPOSED �y - POWER POLE - SANITARY SEWER MANHOLE - El STORM SEWER MANHOLE/CATCH BASIN ® - WATER METER - FIRE HYDRANT ASSEMBLY - 6" EXTRUDED CONCRETE CURB 21 `i7 w ___ _ w _ - WATER LINE --- 3S___ _SS_ - SANITARY SEWER LINE --- St --- — st - STORM SEWER LINE -_-only.__ ---{gp_ - OVERHEAD/UNDERGROUND ELECTRIC MITERED END SECTIONS (FDOT INDEX 272) ua — _ -- — - EXISTING 8" CMU RETAINING WALL 12 - PARKING SPACE COUNT 1 - SEE DETAIL NUMBER �7 - ON SHEET NUMBER NOTE: WHEELSTOPS TO BE PLACED IN ALL PARKING SPACES. SEE DETAIL 4 ON SHEET C7 NOTE: SITE LIGHTING TO BE PROVIDED BY BUILDING MOUNTED FLOODLIGHTS, SEE ARCHITECTURAL PLANS FOR LOCATIONS AND SPECIFICATIONS. $250 EINE CITY ORD. 3211 NOTES I. ALL LET7EA8 ARE 1• SEPoE$ 'C'. PEN MUICO. 2. TOP TIC" OF SIGN SHALL HAVE AEFLECrQMZhQ (1ENG{NEEA{NG � til BACKOROIXoD Y117H MME REFLECTORZEO LEGEND 3• DON OF 8IQN *HALL HAVE A R OrpRJZEU (ENGINEERING GRAD{ E BACKGRWNO WITH BLACK OP E LEGEND ♦ BONDER. 4. FINE NOTIFICATION SIGN $HALL HAVE A REFLE(:IOrUeo (eNQINFZrVNG arw*) YMNFTa BACKGROUNO 'NITH HLACK OPAOUE LEGEND S BORDEFI. 6. ON t) SIGN AEOUtRED FOR EACH NAFiKIfiO SPACE. 8. INET * M Rmifr OF 810H SHALL NE IN ACCORDANCE FVITII SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTcC). CRY a9 8anfwd, flwlda (FLA. V. D. Y. AMNUVELT) Dept. Planning ag HANDICAP mid(PARKING SIGMAGE RETENTION W -M UNDERDRAIN SEE SHEET C4 FOR POND DIMENSIONS. ------------------------ > - _V 7,. EDGE OF PAVEMENT w�� � w � w ASPHALT PAVEMENT w 1 5'wride exclusive utility e®s'ernent '` -------------------------for- -the --City--of ` — — — J PROPOSED 120 VOLT STREET LIGHT (PER CITY OF SANFORD REQUIREMENTS). O 00 V_ %-.+ --------------------------!& ------------------------------ C� tf7 VACANT ZONED GC2 o (U.S.0aH`LANUffiwo'0 Dwrol"IVE HI"HWAY NOTE: ALL STRUCTURES, PIPES AND OTHER CONSTRUCTION IN THE D.O.T. RIGHT-OF-WAY TO BE PERFORMED ACCORDING � TO THE APPLICABLE F.D.O.T. ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. (LATEST EDITION) _ _--- - "LOADING ZONE" "NO THRU TRAFFIC" L.L i � < 0Z .. N INSTALL CHAIN AND 4x4 PT POSTS ACROSS DRIVE AISLE TO ADJACENT PROPERTY. 0 INSTALL TYPE I YELLOW N OBJECT MARKERS AND W1-6 DIRECTIONAL ARROW PER FDOT INDEX 17349 (CASE 1). ----------------------------------------------------------- ite Pl / a� Scale: 1"=20' l s".w® Ir -r% A I ®oar-�r®� F. STRIPING: HANDICAPPED PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. ALL ON-SITE PARKING SPACES SHALL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPERS RESPONSIBILITY TO PROPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS. G. CONCRETE: CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. AGGREGATE SHALL CONFORM TO ASTM C33. WIRE FABRIC SHALL CONFORM TO ASTM A185. READY MIXED CONCRETE SHALL CONFORM TO ASTM C-94. SIX INCH MESH, 10 GAUGE WIRE FABRIC SHALL BE USED IN SLABS THICKER THAN FOUR INCHES. STANDARD THICKNESS SHALL BE FOUR INCHES, EXCEPT AT DRIVEWAYS WHERE THE THICKNESS SHALL BE SIX INCHES. SURFACES SHALL BE FREE FROM TROWEL OR MACHINE MARKS. SURFACE VARIATIONS SHALL NOT EXCEED 1/4 INCH UNDER A 10 FOOT STRAIGHTEDGE. EDGE OF SLABS SHALL HAVE A SMOOTH FINISH. SIDEWALKS SHALL HAVE A BROOM FINISH. H. UTILITIES: ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND SURFACE COURSES ARE CONSTRUCTED. SITE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL UTILITIES IN ACCORDANCE WITH LOCAL CODES, WHETHER INDICATED ON THE PLANS OR NOT. CHECK WITH THE LOCAL GOVERNMENT PRIOR TO BID SUBMISSION. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MINIMIZE INTERRUPTIONS OF EXISTING UTILITY SERVICE DURING CONSTRUCTION AND CONNECTION OF PROPOSED SERVICE LINES. CONFLICTS BETWEEN WATER LINES AND STORM/SANITARY SEWER SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. CONTRACTOR SHALL MAINTAIN A MINIMUM OF TEN FOOT (10') HORIZONTAL SEPARATION OR 18" VERTICAL SEPARATION WHERE UNDERGROUND SERVICES CONFLICT. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES AND ALL LENGTHS ARE PLUS OR MINUS. I. WATERMAINS: ALL NEW WATERMAINS, PIPES, FITTINGS, VALVES, PACKING AND JOINTING MATERIALS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS AND THE STATE PLUMBING CODE AND SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS AND/OR THE MANUFACTURER'S RECOMMENDED PROCEDURES. ALL WATER MAIN PIPES AND FITTINGS SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD. ALL STONES FOUND IN WATER MAIN TRENCHES SHALL BE REMOVED TO A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. CONTINUOUS AND UNIFORM BEDDING TO BE PROVIDED AND BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND FITTINGS AND TWELVE INCHES (12") ABOVE THE TOP OF THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. ALL NEW WATER MAINS SHALL BE PRESSURE AND LEAK TESTED PER AWWA STANDARD C600 AND DISINFECTED PER AWWA STANDARD C651 AND RULE 62.555.345,F.A.C.. ALL SIX INCH (6") AND LARGER WATER MAINS TO BE C-900 P.V.C. AND ALL TWO INCH (2") ANDSMALLER WATER MAINS TO BE SCHEDULE 40 P.V.C. WATER MAIN TO BE 2.5' (MIN.) BELOW PROPOSED GRADE. J. SANITARY SEWERS: ALL SANITARY SEWER MAINS TO BE SDR -35 PVC. YM *1000 AA PROJECT NAME: FLOWERS DISTRIBUTION CENTER, SANFORD, FLORIDA ORLANDO DRIVE (U.S. HWY 17-92); APPROX. 500' S.W. OF LAKE MINNIE DRIVE OWNER: AMPROP CORPORATION 6875 ULMERTON ROAD LARGO, FLORIDA 33771 (813) 531-4499 ENGINEER: SPRING ENGINEERING, INC. 3014 US HIGHWAY 19 HOLIDAY, FLORIDA 34691 PHONE: (727) 938-1516 FAX: (727) 942-4174 SURVEYOR: AMERICAN SURVEYING AND MAPPING 300 NORTH PARK AVENUE, SUITE 202 WINTER PARK, FLORIDA 32789 (407) 539-2274 GEOTECHNICAL: ATLANTA TESTING AND ENGINEERING 3415 KORI ROAD JACKSONVILLE, FLORIDA 32257 (904) 262-9991 CONTACT PERSONS: ARTHUR T. POLLARD, SPRING ENGINEERING, INC. (813) 938-1516 ROLAND P. DOVE, P.E., SPRING ENGINEERING, INC. (813) 938-1516 EXISTING LAND USE: VACANT (GRASS) PROPOSED LAND USE: RETAIL (DAY OLD BREAD) & DISTRIBUTION CENTER (NO STORAGE) ZONING: SITE: GC2 NORTH: GC2 VACANT LOT) SOUTH: GC2 USED CAR SALES) EAST: N/A(U.S. HWY 17-92) WEST: GC2 (VACANT LOT) FLOOD ZONE: "X" (FEMA 120294-0045-E, DATED 4/17/95) SITE AREAS: (TOTAL SITE = 77,116 SF = 1.77 ACRES) PAVED VEHICULAR USE AREA) 36,325 SF 47.1 % PAVED SIDEWALKS, DUMPSTER ENCLOSURE) 1,550 SF 2.0 % LANDSCAPING/OPEN SPACE 30,901 SF 40.0 % BUILDING (1200 SF RETAIL + 7200 SF WAREHOUSE) 8,400 SF 10.9 % LOT COVERAGE (F.A.R.) 0.11 (8,400 SF/77,116 SF) BUILDING HEIGHT: ONE-STORY (20'+) SETBACKS: FRONT (sou'TH-EAST): 25' REQUIRED (90' PROPOSED) REAR (NORTH-WEST): 20' REQUIRED (21' PROPOSED SIDE NORTH-EAST): 10' REQUIRED (56' PROPOSED SIDE SOUTH-WEST: 10' REQUIRED (100'+ PROPOSED))) BUFFERS: FRONT (SOUTH-EAST): 10' REQUIRED (20' PROPOSED REAR (NORTH-WEST): 5' REQUIRED 5.5' PROPOSED SIDE NORTH-EAST): 5' REQUIRED RV PROPOSED SIDE SOUTH-WEST: 5' REQUIRED (19'+ PROPOSED REQUIRED PARKING: (1200 x 1 SP/200)+(2 SP)+(7200 x 1 SP/1000) = 15 SPACES PROVIDED PARKING: 35 REGULAR SPACES + 2 HC SPACES = 37 SPACES UTILITIES: WATER: CITY OF SANFORD SEWER: CITY OF SANFORD TELEPHONE: BELLSOUTH ELECTRIC: FLORIDA POWER AND LIGHT SOLID WASTE: CITY OF SANFORD AUTOMATIC FIRE SPRINKLERS ARE NOT REQUIRED IN THIS STRUCTURE SINCE NO COMBUSTABLE MATERIALS ARE TO BE USED, MANUFACTURED, STORED OR SOLD. DEC 1 7 i�y8 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. w z 0 Z o w w O L 4Fes- 0O O$ 0 0 0 0 0 0 0 LL U 0000 00 10 0) 0)00 0) °' 1" N In (j)I tI q i i Q 7 In N r0 't Lo SHEET Awk C2 OF CV CASE I: WATER MAIN AND SANITARY SEWER LINES PARALLEL WATER MAIN ,� —�- 10' MIN. I� 18" SANITARY SEWER LINE 1. ALL WATER LINES THAT ARE PARALLEL TO SANITARY SEWER LINES SHALL BE SEPERATED BY A MINIMUM CLEARANCE OF 10 FEET 2. ALL WATER LINES THAT ARE PARALLEL_ -FO SANITARY SEWER LINES AND ARE SEPERA TED BY A DISTANCE OF LESS THAN 10 FEET SHALL BE CONSTRUCTED ACCORDING TO EITHER OPTION A, B OR C AS DESCRIBED BELOW. OPTION A - CONSTRUCT WATER LINE A MINIMUM OF 18" ABOVE THE SEWER AND TO ONE SIDE. WATER LINE AND SEWER LINES SHALL BE CONSTRUCTED OF D.I.P. AND THE WATER & SEWER JOINTS SHALL BE STAGGERED. OPTION B - CASE THE WATER MAINS IN STEEL CASING. OPTION C - CASE THE WATER MAINS IN CONCRETE. CASE 2 -__ WATER MAINS AND SEWER LINES CRO 1 A MINIMUM COVER OF 36" SHALL BE USED ON ALL WATER MAINS. 2. A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE REQUIRED BETWEEN CROSSING WATER MAINS AND SANITARY SEWER LINES. 36' _.1 SANITARY_ SEWER_LINE 3. WHEN A VERTICAL SEPARATION OF 18" IS NOT POSSIBLE THE WATER MAIN SHALL BE EITHER CASED IN STEEL CASING OR CASED IN CONCRETE OR CENTER A LENGTH OF THE PIPE SO AS NOT TO ALLOW A JOINT TO BE WITHIN 10' OF THE SANITARY SEWER LINE. �II :. _ .r- ....... .. ,,.a, ....�.. ... ... ... __ .. -..:.� .wGar,tiii:rr+k'.Y:.,.r. "� .,w•w.-wAMr�.»+.ew..h.yr�+.wrv.uY. tJ1ML•tidN" `f�..'tlWW�F"�+y ,:iflY.• �-'+.�qr� `�Of. re�W. / / Section 14, Township 20 South, Range 30 East Seminole County, Florida / t ------------ ------ ---------------------------- -- __ --� �——wm------wm— �3=--wm------wm--—wm------wrn------wrn------wm-4j�3 `3'-� ° ) 7 f ---------- I_____��� - r� o d 125 35 ��---_ - _ ik _ _ - ,; _ _ _a�o R - 25.00' i » S 90°00'00" " „ ,15 - 15 g� 12 12» 10 12„ 10 255.54 , /� L _' 55.24 » 16" �g� �o l 1 12 CB N 2 5 °42 0 W 15„ / lo / Non-public pump station shall be signed to tK ✓ / ' ,' �y u /' identify current owner and provide a 24 hour � Q-� / ' O/ �/\ `,�� per day 7 days a week emergency response �� /1• /A,jV telephone number. The aluminum sign shall JJ be clearly visible from Orlando Drive, use 2" \ i / high black letters on a white background Z�/ made of engineering grade reflective materials, / and measure a minirnurn of 24" inches high 7" by 36" long. FLOODING: The finished top elevation of the Qj0 / ' , � i Q station's wet well has been set more than 18" `/ / above the crown of the road. The entire site �� \ is in flood zone C and, therefore, riot subject O» to 100 year flood events. �� Pressure switch assembly is to be per City of 6 Sanford Fig. 305 (see sheet C8.2). / �0, g ' / 5 ' 6, VACANT ' The DEVELOPER shall construct reclaimed water distribution facilities to the proposed development ZONED GC2 and to each lot aril tract within said development. A fully automatic irrigation system, utilizing O O -- - L�-reclaimed water, shall be installed b y the ,,� � DEVELOPER so as to provide total coverage for all / f' /% °a \\ 10' MIN10' MIN. ---'landscaping, including hedges, trees, and grassed --� .- ,�' /�' y \ `-4 \ areas, for the proposed development and each lot ►` / /,` ,��," � ' \ ,' LE SS THAN 18"/ /t' / \\ a° \ and tract, therein SANT TART SE WER LINE `. °o't'\ QQ'' fakeback calculations: / If Total \\i`_f7 Total Acreage = /7,116 sf = 1 77 acres ° Irrigated Acreage = 31,346 sf = 0.72 acres /:' V.. \,` \\`o \ o� Potable water Usage - 248 GPD WATER SEWER CONFLICT // \\��� ° Reclaimed Water Useage = 991 GPD ��o° \ o�\ O Wastewater Generation = 248 GPD / /i' / , \ r, r, NEW ;S/4" WATER METER tK /��' NEW 3/4" IRRIGATION METER / \ tiJ\\ NEW BACKFLOW PREVENTER ASSEMBLIES�, (� cif /4 1� o�\\ (ALL PER LOCAL CODE) O / �Q / % �' VACANT / 0 / s o' �tiA,If ZONED GC2 /'' ' // ��I ^fi. y y/ O \L�F �a\ Q 2G �: ` 1,.�'� L � 1 O C7G / f�' �\ // F SF \°J IE=37.45 '� ♦ ��` / / %/ \ C,,p ,' /�S ' %/'S•�O 9� � ' , \ \ / � \ � �� .gyp. ,5 � � / �y % �/ �• , / ' , '► \.1 150 LF Of�,OEW 4" CONDUIT (SCH 40 PVC)`-\-- o \ FOR UNDE`t�ROUND TELEPHONE SERVICE ,// _A a \ y O 130 Lf' (�F NEW 4" CONDUIT (SCH 40 PVC) FOR`UNDERGROUND ELECTRIC SERVICE o � 41 / / y y h- 'G� DRY -a RETENTION / ' POND SEE SHEET C4 FOR STORM SYSTEM \` ° ,✓ / J y�o • � y L N 90°00'00" E 331.00' - - -- -- -------------------------------------- --_--------_-----_-------------------- ---- ------ USED CAR ZONED GC2 SALES v z'o A\ �� '�� tib. �Vj Vj. MCI (^� / 1 +611 o`er Jam'► `f / / / ' / T p i �S� S t ,' /C \ of `Ag�' S� QZ 00 ok / 38.0 � tiT ---------- --44,2.3 Ht;lit flan J / / / / O Scale: 1"=30' , Z THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRTFTEN CONSENT. THEY ARE TO BE USED ONLY FOR -THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 9s SHEET C3 OF C9 , , , , , / , v z'o A\ �� '�� tib. �Vj Vj. MCI (^� / 1 +611 o`er Jam'► `f / / / ' / T p i �S� S t ,' /C \ of `Ag�' S� QZ 00 ok / 38.0 � tiT ---------- --44,2.3 Ht;lit flan J / / / / O Scale: 1"=30' , Z THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRTFTEN CONSENT. THEY ARE TO BE USED ONLY FOR -THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 9s SHEET C3 OF C9 SECTION AT R.O.W. HQRI.Z.Q.N.TAL..5.QALE _ 1 "... 2.0' . _ . . ._ _ ... 44 VERTICAL SCALE: 1" = 4' 0 43 - 42 3:1 5' 6' EXISTING SHOULDER 41 PARKING LOT ......FILL _ AND SWALE 40 PROPOSED. SIDEWALK...r3, 1 _.._. u; BYPASS INLET DETAIL PEAK HISTORIC FLOW FROM LO 3 (2.3 ac) = 5.75 CFS FDOT TYPE C INLET (INDEX 232) I. GRATE = EL 39.45 = USF 6610 O 2.18"RCP =1 E 35.34 3. 12" HIGH WOOD RETAINING WALL ALONG SIDES AND BACK OF INLET. 4x4 PT POSTS - 2' LONG (24" O.C.) 2x6 PT WOODHORIz ONTAL 39.50 39.45 I 4. EXISTING GRADE = 39.50 5. PROPOSED GRADE = 3:1 SLOPE Section 14, Township 20 South, Range 30 Eas Seminole County, Florida -- SECTION THRU DR EWAY TYPICAL POND SECTION PEAK ..HORIZON TAL -S -ALE .1. , .=. 20._ . _ .. _ . _. 45 PSIZE c f0 VER"tIA SAIF 1"=4 SIDEWALK STRUCTURE SLOPE " HORIZONTAL SCALE: 1" = 20' DESCRIPTION PROPOSED 6' CHAIN LINK FENCE F Sl VERTICAL SCALE: 1" = 4' 40.27 0.7 . ..... _..... . 43 FDOT TYPE C INLET PRIOR TO THE START OF CONSTRUCTION AND REMAIN IN PLACE 4% SLOPE d THRU THRU 42 FDOT TYPE C INLET 'THROUGHOUT CONSTRUCTION. ENCROACHMENT OR FAILURE 'CO MAINTAIN 37.40 43 LANE LANE FDOT -TYPE C INLET THESE BARRICADES COULD RESULT IN ENFORCEMENT ACTION WHICH MAY 37.00 0.7 41 1 Q;1.-. MAX. DRIVEWAY - _.» 42 3.1 S6 FDOT -TYPE C INLET (SUMP) 39.00 SHALL BE MAINTAINED AND REPAIRED AT THE END OF EACH WORKING DAY. "ZURN TRENCH DRAIN S7 _ ,.._. ----" 40 35.18 HAY BALES SHALL BE INSTALLED ONCE PERIMETER GRADING IS COMPLETED. 0 4% SLOPE TOB = 41.00 13,106 SF = _ 25,413 Cu FT 3.7 41 39 EXISTING w z J RCP OHW = 40.00 = 10,955 SF = 13,236 CU FT ;5:1 SLOPE A 4U CMU WALL 4:1 SLOPE ULW = 39.49 = 9,879 SF = 7,964 CJFT4:1 SLOPE zBOP = 38.59 = 7,984 SF = 0 CU 39 w 38 g CL 37 SHWT LOWERED BY UNDERDRAIN (6" MIN BELOW B.O.P.) 18" RCP STORM PIPE a N iOji 6" UNDERDRAIN (TYP) Or 36 z 35 r SECTION AT R.O.W. HQRI.Z.Q.N.TAL..5.QALE _ 1 "... 2.0' . _ . . ._ _ ... 44 VERTICAL SCALE: 1" = 4' 0 43 - 42 3:1 5' 6' EXISTING SHOULDER 41 PARKING LOT ......FILL _ AND SWALE 40 PROPOSED. SIDEWALK...r3, 1 _.._. u; BYPASS INLET DETAIL PEAK HISTORIC FLOW FROM LO 3 (2.3 ac) = 5.75 CFS FDOT TYPE C INLET (INDEX 232) I. GRATE = EL 39.45 = USF 6610 O 2.18"RCP =1 E 35.34 3. 12" HIGH WOOD RETAINING WALL ALONG SIDES AND BACK OF INLET. 4x4 PT POSTS - 2' LONG (24" O.C.) 2x6 PT WOODHORIz ONTAL 39.50 39.45 I 4. EXISTING GRADE = 39.50 5. PROPOSED GRADE = 3:1 SLOPE Section 14, Township 20 South, Range 30 Eas Seminole County, Florida -- SECTION THRU DR EWAY J 11\VV I VI\L 1 r1\IJLL GENERAL NOTES PEAK ..HORIZON TAL -S -ALE .1. , .=. 20._ . _ .. _ . _. 45 PSIZE c f0 VER"tIA SAIF 1"=4 SIDEWALK STRUCTURE SLOPE " INVERT w .._...._. _z _ ....__ �.. 36 44 12 12 DESCRIPTION K. -TREE BARRICADES AND EROSION CONTROL: ALL EROSION CON TRQL V F Sl 30' ZURN Z-812 TRENCH DRAIN MEASURES (SILT BARRIERS) AND TREE BARRICADES MUST BE INSTALLED 40.27 0.7 . ..... _..... . 43 FDOT TYPE C INLET PRIOR TO THE START OF CONSTRUCTION AND REMAIN IN PLACE 4% SLOPE d THRU THRU 42 FDOT TYPE C INLET 'THROUGHOUT CONSTRUCTION. ENCROACHMENT OR FAILURE 'CO MAINTAIN 37.40 I LANE LANE FDOT -TYPE C INLET THESE BARRICADES COULD RESULT IN ENFORCEMENT ACTION WHICH MAY 37.00 0.7 41 FDO•f TYPE C INLET INCLUDE CITATIONS AND/OR PERMIT REVOCATION. SILTATION BARRIERS 36.60 3.1 S6 FDOT -TYPE C INLET (SUMP) 39.00 SHALL BE MAINTAINED AND REPAIRED AT THE END OF EACH WORKING DAY. "ZURN TRENCH DRAIN S7 OUTFALL CONTROL STRUCTURE ,.._. ----" 40 35.18 HAY BALES SHALL BE INSTALLED ONCE PERIMETER GRADING IS COMPLETED. 0 4% SLOPE 42.70 34.65 STORMWATER FACILITIES SHALL HAVE HAY BALES PLACED AROUND THEIR 'TRANSPORTED 3.7 4.8 39 P7 ENTRANCES TO PREVENT SEDIMENT FROM BEING INTO THE 6. PROPERTY LINE I ';i'. 'I' -, HISTORIC FLOWN - = I EXISTING GRADE (TYP.) EXISTING CRAVE ('TYP.) 2 5y' / EXISTING GRADE (TYP) ; t; 35.34 STORMWATER SYSTEM. HAY BALES SHALL BE PLACED ALONG THE PERIMETER OF ALL DOWNSTREAM BOUNDARIES -TO PROVIDE FILTRATION OF CANT RUNOFF DURING CONSTRUCTION. THE HAY BALES SHALL REMAIN IN PLACE UNTIL THE ENGINEER HAS APPROVED THE VEGETATIVE COVER ALONG EMBANKMENTS PROVIDING RUNOFF 'TO -THE PERIMETER. IT 15 THE EXISTING SLOPE = 0.3% _� hpA CONTRACTOR'S RESPONSIBILITY -TO MAINTAIN SOIL EROSION CONTROL / NOT TO SCALE -- -� ZONED C DEVICES. IF AT ANY TIME DRAINAGE STRUCTURES OR EROSION CONTROL \� DEVICES BECOME DAMAGED OR INOPERABLE, IT IS THE CONTRACTORS �\ MATCH EXISTING GRADE AT PROPERTY LINE. EXISTING SLOPE = 0.4% , '59g -> RESPONSIBILITY TU REPAIR THEM. THE CONTRACTOR IS EXPECTED, AT THE EXISTING SLOPE = 0.2% -- �� SILT FENCE AT PROPERTY LINE. 8" OAK EXI5 nrJG SLOPE = 0.3% 59 END OF EACH DAY, TO HAVE THE SITE GRADED IN SUCH A WAY THAT `� gyp• 5" BEECH �� A i % _ 5" OAK relocate t ' 0 ___ 416 �5p ST ADJACENT PROPERTIES ARE NOT ADVERSELY IMPACTED BY EROSION OR _- SILT _FENCE A f PROPERTY LINE _ ,�-,�, SEDIMENT LEAVING THE SITE. CLEARED AREAS SHALL BE STABILIZED EARLY RIDGE �- - �+'i�! �,Y� .- -�3:1 SLOPE - _gross -- - - - - 9r - - _ _ �` IN THE CONSTRUCTION PROCESS AND IF NATURAL PRECIPITATION DOES NOT Q ` 41.15 �� �'� rass - \ Q PROVIDE PERIODIC WE (TING OF THE SITE, THEN TFIE CONTRACTOR SHALL , / Q I I i I concrete t 41,10 41:15 9 41.60 41;5 PROVIDE A METHOD OF SPRAYING THE SITE TO PREVENT WIND EROSION. �� 42.20 i 42.10 i I t I 41.25 CONTRACTOR SHALL CLEAR ONLY THAT AREA SHOWN TO BE CLEARED ON ` 41.OU 1' 0.5% 1 41.55 I t PDQ 0.1% ': 1 OLM. concrete P3 asphalt 0.5% �\ grass / TWIN 4" OAK ,'' `� 42.10 _ S5 ! t O I 41.151I 41.00 O p 41.40 I THE PLAN. CARE SHALL BE TAKEN TO DISTURB THE EXISTING VEGETATION IN ONLY THOSE AREAS UNDER CONSTRUCTION AT THAT TIME. ALL CLEAR gra I i I ................. _........_._.....I...._.._...._._.._...........__._.............._...._....._._...._. _ ) r T • 1 ? - i r - 1°S DRAINAGE EASEQdEN IN EXCESS OF THREE -AND -A -HALF 3 1 2 FEET IN NEIGH T. DURING LAND _ \. 42.20 42.10 I tp I� 41.10 S3 ( / ) C.O. (IE=36.05) c T- �` ' 1 P5 ' i I I II'- l0 1 5 grass ALTERATION AND CONSTRUCTION AC'(IVI iIES, IT SHALL BE UNLAWFUL TO 1 l `� ? I REMOVE VEGETATION BY GRUBBING OR 'i0 PLACE SOIL DEPOSITS, DEBRIS, F `\ \ C.U. (IE=36.05) `� '�` 42.20 42 i I s 41.10 I SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT Oc ` �� u ,h 1 expanslon joi t (typ) I I 41.35 I �o� I OF ANY KIND WI'fFIIN THE URIPLINE OFA FREE TO REMAIN ON THE SITE \ U2 / ` " 41.00 , concrete I t ! ! I wo UNLESS OTHERWISE APPROVED BY THE LOCAL GOVERNMENT. ALL TREE O/ \ \ `\ �' \ asphalt I I I a ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORICINA'fiNG �\ \\ \ �\ U1 \ / S� \ - ,� �\�� 41,75 41.85 2% 42.50 45 42.50 I 42.35 41.5 I I I FROM A PROTECTED 'TREE SHALL BE SEVERED CLEAN AT THE LIMITS OF 'THE `F. ��� h \�; I 1,4 1 � PRESERVED AREA. ALL TRIMMING UNDERTAKEN ON A TREE PRO•fEC TED BY C.O. (IE=35.95) - saw cut Ijoint (typ) s I c THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN \ 4: '1 SLOP..' --�� �� I� (�].....................{_...._._................._._•_.__....._.............._............._. I ( I I I F ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIAiIUN (NAA) PRUNING \GRATE = USF 6610 -'-''�=,�- =�` '` C o `\Y� I { ( I I I STANDARDS. /� \(/Z , � - 42.10 i I ( w C.O. (IE=35.91) / \ �\V-, z L. GRADING AND BACKFILL: THE GRADING SHOWN ON THESE PLANS IS / ` y�� `�ty I s I 4 INTENDED TO EXPRESS THE GENERAL GRADING IN OF THE PROJECT. ........... .............. ..._._........_............._._._.__.............._......................_.... U3 / �•, � �aa�o \ _ � � ........._................ .j I I I THE CONTRACTOR IS EXPECTED -TO GRADE THE .ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH \ \ C.O. (IE=35.81) `> V C� I I I TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT 0 V)ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH -THE GRADING _.._._._............... ....._._..._._.._....._.!._.__._._._.._...._......._ I INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIAJELY AFTER FINAL Q.6.. (IE=35.83) ,' 42 0-0 GRADING HAS BEEN COMPLETED. CONTRACTOR -TO GRADE PROPERTY SO ` / O O O M I THAT GRADING MEETS ADJACENT PROPERTY AND RIGHT - OF WAY 41.00 \\ \ / �,' I I "� °� i 0.5% N - 0.5% I �, 1% I Q ELEVATIONS. CONTRACTOR SHALL NOTIFY THE OWNER AND SEI PRIOR TO R E T E N,/T1 0 N � 15. o I ^� r' J- I v o a DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE TFIAT THE `\ 41.25 \�t I I I r ..._._._.._._..._.._------ ;....._......__...... ..._........ 00 - _....._.r................... .............b ,� I U GRADING INTENT HAS BEEN ACHIEVED. ALL FILL MATERIAL SHALL BE SOIL ZONED(�� \ �\\SOA `\G. Q. (IE=35.67) / �� o o W II o o I I I a OR SOIL -ROCK MIXTURE WHICH IS FREE FROM ORGANIC MATTER AND OTHER V C o oDELETERIOUS SUBSTANCE. IT SHALL BE PREDOMINATELY GRANULAR WITH `` '_5b.,L A MAXIMUM PARTICLE SIZE OF TWO INCHES AND A PLASTICITY INDEX OF 12 POND W ff��• \\\\\ �`) U8 \ I \ �I s _.......................... Wd_._....._.........._...._._......._...._._........_...._._.... I I I I I OR LESS. ALL BACKFILL WITHIN THE ROADWAY, OVER ANY PIPE THAT IS 'TO ,� o € S I I BE INSTALLED UNDER -THE ROADWAY OR WITHIN EMBANKMENTS, ETC. IS TO CAR �\\/ 5 C.O. (IE=35.59);��I I I y\ I Q' o W ly BE COMPACTED TU 100% OF MAXIMUM DENSITY AS DETERMINED B'f AASHTO ED SALES �\ ��`\ \�\ `�\ `J \ \� / / �j I 0 ? P ( I AND PER F.D.O.T. SPECIFICATIONS, SECTION 125.8.3, LA FEST EDITION. �./ `y o C.O. (IE=35.53) O \ r \.........._..._._{............._..._.................. ...._.............._........ _....... ................ ...................... ^' M. DRAINAGE: ALL DRAINAGE STRUCTURES MUST BE CONSTRUCTED PER �� \ �\ \\ '� / ��/ I la- I I I Q ` V FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDARDS. EDGE OF PAVEMENT �S `\ o\\ So \ / ' 3' 42.50 42.50 I f- MITERED END SECTION AS PER D.O.T. INDEX NO. 272 AND NO: 273. ALL ���\ �!\oo `\� UE7 �� I I IN I I I Z �r� PIPE LENGTHS ARE PLUS OR MINUS AND MEASUREMENTS ARE TO THE 42.35 42.45 �°y 42.45 42.35 Z �.../ CENTER OF STRUCTURES. OWNER SHALL MAINTAIN RETENTION AREAS. �- \ \ �✓ 42.2 t. �9cF 42.30 42.20 0.5% 10' 1% /s gross \ `� �" C.O. (IE=35.39) / � IQ 10 42.15 I I I I i � Q N. PAVING: ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT � F , y \ \ �\ X X grass. 4.1 slope 40' grass 4.1 slope ( Qui � ) L!J SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION �� ��o\\ \ `��\ \ C.(, IE= 5.35) `� �`0 v SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTH �.-. C, ��� �� %� 1z �sR _ o a� Z TRANSITION WITH NO BREAKS IN GRADE AND NO STEEP OR REVERSE CROSS AF,`\� �� \ \ / ,' gross h3.20 44.10 43.75 42.85 I `t ~� I w�` Q Q SLOPES. AT APPROACHES TO AND INTERSECTIONS WITH EXISTING GRADES, T \ \ U7 _•..••• O) o) .••.•_•.• ° a v IT MAY BE NECESSARY AND ADVISABLE -TO MAKE MINOR LOCAL FIELD EXISTING PROPOSED Q� �'i�\ \ `� I w ,� 44.60 rr) rq 44.25 ,bn` I I ( I o0 > N ADJUSTMENTS TO ACCOMPLISH TFIE PURPOSES OUTLINED. IT IS THE rr - POWER PULE '2 ���•\ \ \\ \ / a ,' o� `n CONTRACTORS RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE AND SEI r1� - SANITARY SEWER MANHOLE p0` C`L�\\ \C. (IC=35.25) I a ,� I 42.50 RE rAIL (1 2UU SF) Q I I I I SHALL BE CONSULTED SO tHAC WE MAY MAKE ANY AND ALL REQUIRED OS y ` \ I I / 15. 30.0' I 4.5% , ,� 4.5% 7' I INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS ,'D� ®� - STORM SEWER MANHOLE/CATCH BASIN 1 \ �� ��\ 41.00 \ \ 1 �, F.F.E. _ �i 5. UU I I TO ACCOMPLISH THE INTENT OF -THE PLANS. ASPHALTIC CONCRETE -TYPE @� WATER METER C7 C7 \ \� \ `�I \ ' �- S-1, SHALL CONFORM TO THE FLORIDA DEPARTMENT OF TRANSPORTATION 44.90 •••••• 80' 44.55 � I i I I STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST - FIRE HYDRANT ASSEMBLY `� \ \ _.. EDITION, FOR MATERIALS AND METHOD OF CONSTRUCTION. ALL ROADWAY ti,w , 42.60 43.50 44.40 I I I I 1 43.20 42.3 OC S IE= 35.18) I ;� i I I I onc(etel I i X I I i I BASES SHALL BE PRIMED AND, IF REQUIRED, A TACK COAT SHALL BE 44.05 6" EXTRUDED CONCRETE CURB 0 `� p �' _ ! J i '• t '• " APPLIED. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD ,N ___ w _ - WAFER LINE ® I � 1% I grass 44.40 44.90 asphalt 44.05 grass ° ) I SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. SANITARY SEWER LINE _� I I TEST REPORTS FOR SUBGRADE, BASE, ASPHALT AND BASE CORE AND STORM SEWER LINE , 44.40 cD 2 -' St - -- �\ Q� asphalt asphalt o bb' CONCRETE SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW -ugh- - OVERHEAD/UNDERGROUND ELECTRIC I I II'" p�ll I I I I AND APPROVAL. SEE SPECIFICATIONS FOR SPECIFIC TESTING REQUIREMENTS. Inl MITERED END SECTIONS (FDOT INDEX 272) \ 21 OAK ___ _ kv x x LL J1 ..-- ---- _ p�y3 ��� x ��/ 43.20 43.50 X 42.00 SPOT ELEVATION EDGE OF PAVEMENT `�\ 53 ��g 42 43 I Pfi i 1% 42.6 ` �� ! PE,4 43.10 42.77 � 42.5 �Q� gross - LANDSCAPED AREA (SEE LANDSCAPE PLAN FOR DETAILS). 57 \��\ `\ 41 / I I Q�! F(Ow - 3 - X - I I I I I �` �C �` \ limit of fill �'� l S ® 43.20 8 PVC: IE = 38.83 S� � <v� CF " S2 - STORM INLET/MANHOLE ID LETTER OUTFALL CONTROL STRUCTURE `�\ �� around tree I 43.30 43.10 43.00 43.20 ! 42.75 2.8 SPS 15" RCP: IE = 34.75 � � � x i I I I I P3 STORM PIPE ID NUMBER MODIFIED FDOT TYPE C INLET (INDEX 2�1 �\ ° P1 U5� asphalt b` I - UNDERDRAIN PIPE ID NUMBER 1. GRATE = EL 41.00 = USF 6610 `� `��\ 41.10 p asphalt LO I I I I I EXISTING TAILWATER ELEVATION = 34.73 (EXISTING PIPE) 2. WEIR = 1.5' WIDE @ IE = 39.49 `� `� x gross gross N\ \ gross I REMOVE EXISTING PIPE AND M.E.S. AND REPLACE WITH 24" RCP 1 5� 3. UNDERDRAIN = 6" PVC ® IE 35.18 6\ SURFACE FLOW ARROW AND SLOPE • \ ¢ I I I I SLOPED TO INVERT ELEVATION AT EXISTING HEADWALL. => 6" DIA. PERF. PVC WITH 6" GRAVEL ENVELOPE (No 4 STONE, WASHED) `� �\ \ 43.30 43.40 / \ 43:40 4270 S$ r _ - SILT FENCE (SEE DETAIL 1 ON SHEET C7) \ \ WRAPPED IN NUN WOVEN FILTER � FABRIC (MYRIF 140N OR EQ.) `� `\ TYPE F CURB l grass I INSTALL 24" OF INDIGENOUS SOIL BETWEEN `\ �`` 41.0 / \43 - - J BOTTOM OF POND AND GRAVEL ENVELOPE. `� �-- ---� - 43 4: 1 SLOPE- - - ASPHALT PAVEMEN t \ p\` �_ 4:1 SLOPE - 42 _ 42 -- / 4. SKIMMER: TDP=41.00; BOTTOM=38.99 6 -56 x - p7 5. 18" RCP = IE 35.18 -- tx�'� �� �/ __41- - -I / 6. BOTTOM OF POND 0 OCS = EL 38.18 --- ---------- �'^� - - - _ 41 41,10 S� 41.10 / __40- - _ _ - 39.0 C7 - UNDERDRAIN PIPE TABLE _ _ _ _ _- - - -40 r r. _ _ .� - _ - - - - - - T SILT FENCE - _ - DESIGN FULL _..____� �. PIP L NGT SLOE FLOW FLOW VE OCI7Y � •_ - , �.-� `"'-' 1 .�-` ,�. _ EW 5' CONCRETE SIDEWALK 51"LE & -TYPE F T FT FT CFS FS FP /----�OFTU -------- - + -+� - - F ---------__...___---------•--_____- CHU U1 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 �-. SILT FENCE ` l 5 U2 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 O �. t C7 U3 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 t U4 6 PPVC LATERAL 60 0.005 0.05 0.4 2.1 �� �� O EXISTING SWALE __.5t ----------_-s st U5 6" PPVC LATERAL 60 0.005 0.05 0.4 2.1 - - y2 j 5 U6 6" PPVC LATERAL 40 0.005 0.04 0.4 2.1 {; �6 © S C7 INV=34.22. U-/ 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 11 00 U8 6" PPVC MAIN LINE 160 0.005 0.33 0.4 2.1 i, ,� I Iv- -------------- � -------------------r 0 i 4---- f`-r!\rl►1 C1-rM11nTI IMM- TA nI r \J LO -51 - P. �g• - 1 ---'° SEE SHEET RW1 FOR DETAILS OF WORK IN THE RIGHT-OF-WAY. ' i CENTERLINE OF PRLANDO DRIVEuRLANUU OLD'kRIVE W ' 1 r s HIGHWAY 1792) 1 ULTIMATE DISCHARGE: 11. NorE: -----------_- ALL STRUCTURES, PIPES AND OTHER CONSTRUCTION IN - THE D.O.T. RICH -r -OF -WAY TO BE PERFORMED ACCORDING m THE APPLICABLE F.D.O. r. ROADWAY DESIGN STANDARDS y12 AND SPECIFICATIONS. (LATEST EDITION) STORM SYSTEM WILL BE MAINTAINED BY OWNER. J 1 VI\IYI J 11\VV I VI\L 1 r1\IJLL PEAK FULL �.. PSIZE c f0 PEAK STRUCTURE SLOPE GRAT INVERT INFLOW Wk DESCRIPTION V V F Sl 30' ZURN Z-812 TRENCH DRAIN 41.10 40.27 0.7 S2 FDOT TYPE C INLET 42.55 37.80 0.7 S3 FDOT TYPE C INLET 41.40 37.40 2.0 S4 FDOT -TYPE C INLET 41.00 37.00 0.7 S5 FDO•f TYPE C INLET 41.55 36.60 3.1 S6 FDOT -TYPE C INLET (SUMP) 39.00 35.90 N/A S7 OUTFALL CONTROL STRUCTURE 41.00 35.18 N/A S8 4' DIA. MANHOLE 42.70 34.65 N/A C`"r/'\n►d nl nr- -rA M1 C "------_-------------------------------------- t--,aving, Grading i I Scale: I"=20' I 0.0 ------------------------------------------------------T. 53 ------ HEADWALL WITH 24 RCP (INVERT ELEVATION = 34.22) UNDER US 17-92 TO FDOT DRAINAGE SWALE/CANAL FLOWING SOUTHEAST AWAY FROM US HWY 17-92. DEC. 1 i Jflq� THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. A)/% APPROVAL DATE I■: DATE: December 15, 1997 b PEAK FULL �.. PSIZE c f0 & TYPE (FEET SLOPE F�� FLOWVEJ_ L= OCITY LEM P1 8" PVC (SCH 40) 100 0.025 0.7 2.0 5.4 P2 15" RCP 180 0.005 1.4 3.5 2.8 P3 15" RCP 80 0.005 3.4 3.5 2.8 P4 18" RCP 80 0.005 4.1 5.8 3.2 P5 18" RCP 140 0.005 7.2 7.6 4.2 P6 18" RCP 240 0.002 3.7 4.8 2.6 P7 24" RCP 30 0.002 9.5 10.0 3.2 "------_-------------------------------------- t--,aving, Grading i I Scale: I"=20' I 0.0 ------------------------------------------------------T. 53 ------ HEADWALL WITH 24 RCP (INVERT ELEVATION = 34.22) UNDER US 17-92 TO FDOT DRAINAGE SWALE/CANAL FLOWING SOUTHEAST AWAY FROM US HWY 17-92. DEC. 1 i Jflq� THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. A)/% APPROVAL DATE I■: DATE: December 15, 1997 b U L0 .- I �.. til c f0 I� CL r� � ���y•� W W' C _j1.1..J I --L_ W i- `r n o 0 -C Q =C 'z W Cj) r . � S C 1 (n cc Lr_1 (L G co W `'-- r.9 PAVING, GRADING & DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: JOB NUMBER 9728 SHEET C40FC9 �\ SOD Wr <TWIN 4" OAK 5„ � � ltd � t O` SH -A 303 SHRUBS\Q 24" TAL 11 C7 \ ZONED GC2 USED CAR SALES\\\\ EDGE OF PAVEMENT ------------- LEGEND o' VEHICULAR USE AREA EXISTING " PROPOSED 32 PARKING SPACES x 10 SF/SPACE = �'i\ - POWER POLE +_ 619, SF SS - SANITARY LIFT STATION 939 SF © - STORM SEWER MANHOLE/CATCH BASIN 10 TREES w,n - WATER METER 9.3 SHRUBS 10 SHRUBS ORLANDO DRIVE R.O.W. LANDSCAPING REQUIRED PROVIDED - FIRE HYDRANT ASSEMBLY 10 FOOT D 200.00 LF x 1 TREE/25 LF = 8 TREES 8 TREES - 6" EXTRUDED CONCRETE CURB 70 SHRUBS 70 SHRUBS �- - CONCRETE WHEELSTUPS t�- LANDSCAPE BUFFER MITERED END SECTIONS (FDUT INDEX 272) 5.5 FOOT - - W - - - WATER LINE 5 TREES - - SS - - - SANITARY SEWER LINE (GRAVITY) 10 TREES - ` Fm - - - SANITARY SEWER LINE (FORCE MAIN) --- st --- - St - - - STORM SEWER LINE --- OHU --- -U9P - - OVERHEAD/UNDERGROUND ELECTRIC - -UCj t- - - UNDERGROUND TELEPHONE Section 14, Township 20 South, Range Seminole Co-unty, Florida --------------------- - , �. EDGE OF PAVEMENT Si, ASPHALT PAVEMEN F ----------------------------------------------- ( / _ ------------------------ --- -- -OHQ 4 ------ ci 00 --------------------------- «� -------------------------------_------------- 1O U J CENTERLINE OF ORLANDO DRIVE VACAN T ZONED GC2 04 St-----F._.-5t i 0 i- N U z 0 Q D (J LTJ Q Z ------------------- - - - - St - - - - -� - St - _ _ - - - St - - - nLL ulJIVI\UI,.V nl\LnJ III II IL 1\. V. rr. r\1\L IV UC, JVUUC..0 VVI Irl Ue%rll)•% JVU. ----------------------------.--------_.—_.-----"-------------------------------------- ORLANDO DRIVE (U.S. HIGHWAY 117111111111192) ------- LandscapeP18M i f i i i Scale: 1 "=20' l • ---------------------------------------------------------•---------- r 0. LANDSCAPING: ALL PLANT MATERIALS USED SHALL CONFORM 'TO THE STANDARDS FOR FLORIDA" N0. 1 OR BETTER AS GIVEN IN GRADES AND STANDARDS FOR NURSERY PLANTS, PART I, 1963 AND PART II, STATE OF FLORIDA DEPT. OF AGRICULTURE, TALLAHASSEE. ALL PLANT MATERIAL WILL BE GUARANTEED FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY ARCHITECT. PLANTS AND "FREES ARE LOCATED BY SCALING OFF PLANS. INSTALLER SHALL INSPECT SITE PRIOR •TO BEGINNING PLANTING OPERATIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, INSTALLER SHALL IMMEDIATELY NOTIFY ARCHITECT IF ANY CONFLICTS OCCUR BETWEEN PROPOSED LOCATION OF TREES CALLED FOR ON THE PLANS AND ANY UNDERGROUND UTILITIES OR SUBSURFACE STRUCTURES. INSTALLER SHALL NOTIFY ARCHITECT OF ANY CONDITION THAT WOULD PREVENT THE HEALTHY GROWTH OF PLANT SPECIES CALLED FOR ON THESE PLANS PRIOR TO CONTRACT AWARD. ALL LANDSCAPE AREAS AND GRADED SWALES ARE TO BE SODDED WITH FLORATAM UNLESS NOTED OTHERWISE. THE GROUND IS "FO BE PROPER Y PREPARED AND FERTILIZED PRIOR TO LAYING SOD. THERE SHALL BE A CRISP LINE SEPARATING PLANT BEDS FROM ALL SOD AREAS. SOD TO BE STAKED AS NECESSARY TO PREVENT EROSION. CONTRACTOR TO SOD ALL DISTURBED AREAS DUE TO PROPOSED CONSTRUCTION. MULCH 'TO BE 100% SHREDDED CYPRESS 3" DEEP AROUND FREES AND IN ALL PLANT BED AREAS. P. IRRIGATION: ALL LANDSCAPED AREAS ARE "TO BE IRRIGATED WITH AN INTEGRATED SYSTEM. CONTRACTOR IS TO SUBMIT A PROPOSED IRRIGATION SYSTEM LAYOUT TO SPRING ENGINEERING, INC. SHOWING THE COMPLETE LAYOUT TO SCALE, 'ZONES, COVERAGE AND DETAILS. THIS MUST BE SUBMITTED FOUR (4) WEEKS PRIOR 'FO INSTALLATION OF LANDSCAPING. ALL PORTIONS OF THE IRRIGATION INSTALLATION SHALL CONFORM TO ALL STATE AND LOCAL CODES AND REGULATIONS, IRRIGATION CONTROLS TO BE ESP SOLID STATE CONTROLLER WITH AN INDOOR MOUNTABLE CABINET. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT ON THE EXACT LOCATION OF THE IRRIGATION CONTROLLER. ALL WIRING FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL VALVES SHALL BE OF -14/1 DIRECT BURIAL CABLE. ALL WIRE SPLICES SHALL BE MADE IN VALVE BOXES ONLY, USING RAINBIRD SNAP-TITE CONNECTORS AND SEALANT, 115 VOLT, SINGLE PHASE ELECTRICAL POWER FOR "THE IRRIGATION CONTROLLER SHALL BE FURNISHED BY OTHERS. IF NECESSARY, A 2" PVC ELECTRICAL CONDUIT SHALL BE INSTALLED FROM THE CONTROLLER THROUGH THE WALL FOR THE VALVE WIRES TO BE PULLED THROUGH FROM INSIDE THE BUILDING. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELECTRICAL HOOK-UP INCLUDING ELECTRICAL MATERIALS. THE IRRIGATION CONTRACTOR SHALL REFER TO ALL SITE RELATED DRAWINGS WHEN TRENCHING TO LAY PIPE TO AVOID CONFLICTS WITH PLANT MATERIAL AND EXISTING AND PROPOSED SURFACE UTILITIES. IT IS THE RESPONSIBILITY OF -THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING SITE CONDITIONS, GRADE DIFFERENCES AND LOCATION OF STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPLACE OR REPAIR ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS AND UNDER ROADWAYS AND PAVING, ETC. ALL PIPING SHALL BE .ROUTED TO AVOID SPECIMEN PLANTS. ALL LATERAL PIPING 'TO A SINGLE SPRAY HEAD SHALL BE 1/2" PVC CL -315 PIPING. PIPING 'TO A SINGLE ROTOR HEAD SHALL BE 3/4" PVC SCHEDULE 40 PIPE, EXCEPT AT RISERS ABOVE GRADE WHICH SHALL BE 3/4" GALV. IRON PIPE, PAINTED FOREST GREEN. ALL MAIN LINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 24". ALL LATERAL PIPING DOWNSTREAM OF THE MAIN LINE SHALL BE BURIED TO A MINIMUM DEPTH OF 12". THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ADJUSTMENT OF THE SPRINKLERS ARC AND RADIUS "TO ASSURE 100% COVERAGE. IF ADDITIONAL HEADS ARE REQUIRED FOR 100% COVERAGE, THE IRRIGATION CONTRACTOR SHALL SUPPLY AND INSTALL THESE AT NO ADDITIONAL CHARGE. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE LABOR AND MATERIALS FOR A MINIMUM OF ONE YEAR FROM "THE DATE OF ACCEPTANCE BY THE ARCHITECT. DESIGN MODIFICATIONS SHALL ONLY BE MADE AS NECESSARY 'TO MEET FIELD CONDITIONS AND ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF. "THE AUTHORIZED REPRESENTATIVE. IN fHE EVENT THE NOTIFICATION IS.NO-T PERFORMED, 'THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. LANDSCAPE CALCULATIONS o' VEHICULAR USE AREA REQUIRED PROVIDED 32 PARKING SPACES x 10 SF/SPACE = 320 SF 30.926 SF VUA (35:926-5000) x 1 SF/50 SF VUA = +_ 619, SF TOTAL VEHICULAR USE AREA LANDSCAPE AREA 939 SF 1490 SF 1 TREE PER LANDSCAPE ISLAND = 10 TREES 10 TREES 1 SHRUB PER 10 SF REQUIRED VUA LANDSCAPE AREA = 9.3 SHRUBS 10 SHRUBS ORLANDO DRIVE R.O.W. LANDSCAPING REQUIRED PROVIDED LANDSCAPE BUFFER 10 FOOT 20 FOOT 200.00 LF x 1 TREE/25 LF = 8 TREES 8 TREES 30" TALL HEDGE, 30" SPACING, MAINTAIN ® 48" TALL 70 SHRUBS 70 SHRUBS ADJACENT PARCEL. PROPERTY LINE LANDSCAPING REQUIRED PROVIDED LANDSCAPE BUFFER 5 FOOT 5.5 FOOT 249.99 LF x 1 TREE/50 LF = 5 TREES 5 TREES 416.94 LF x 1 TREE 50 LF = 8.3 TREES 10 TREES 331.00 LF x 1 TREE/50 LF = 6.6 TREES 7 TREES 24" -TALL HEDGE, 30" SPACING, MAINTAIN ® 36" 'FALL 274 SHRUBS 303 SHRUBS TOTAL PLANTING REQUIREMENTS TREES 37.9 TREES 42 TREES SHRUBS 353 SHRUBS 383 SHRUBS LANDSCAPE SCHEDULE KEY NAME: COMMON (BOTANICAL) SIZE QUANTITY ET -A EXISTING BEECH TREE TO BE PRESERVED 5" DBH 1 — ET -B EXISTING OAK TREES TO BE PRESERVED 4-24" DBH 6 ST -A RED MAPLE (ACER RUBRUM) 10' TALL 21 2' DBH ST -B CHINESE ELM (ULMUS PARVIFOLIA) 10' TALL 6 2" DBH ^MnlOT-A CRAPE MYRTLE (LAGERSTROMIA INDICA) SI15' TALL 8 NGLE STEM SH -A SWEET VIBURNUM (VIBURNUM ODOR A"TISSIMum) 3 GAL. 383 30" 0. C. 70 a 30" TALL •+- 323 CSS 24" 'FALL SOD SOD ST. AUGUSTINR FLORATAM SOD HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT "TO BE REPRODUCED, OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 1RIrTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. W (n Z O w U0 LID 00 \9 APPROVAL z 22 DATE U.S. HWY 17-92 SANFORD, FL. DATE: December 15, 1997 0 7 Q: Ln Z v C 00 L CJS Z Cr - 00 � • W LL W G0t < J �.J q W V! 111 • � l W L� G [L w0 LANDSCAPE w LANDSCAPE PLAN DESIGNED BY, DRAWN BY: CHECKED BY: SCALE: JOB NUMBER 97'28 SHEET C OFC9 o' 0 z o o O 0 U W (n Z O w U0 LID 00 \9 APPROVAL z 22 DATE U.S. HWY 17-92 SANFORD, FL. DATE: December 15, 1997 0 7 Q: Ln Z v C 00 L CJS Z Cr - 00 � • W LL W G0t < J �.J q W V! 111 • � l W L� G [L w0 LANDSCAPE w LANDSCAPE PLAN DESIGNED BY, DRAWN BY: CHECKED BY: SCALE: JOB NUMBER 97'28 SHEET C OFC9 M Section 14 Township 20 South Range O East The DEVELOPER shall construct reclaimed water 7 distribution facilities to the proposed development Seminole County, Floridaand to each lot and tract within said development. A fully automatic irrigation system, utilizing reclaimed water, shall be installed by the DEVELOPER so as to provide total coverage for all landscaping, including hedges, trees, and grassed areas, for the proposed development and each lot .and tract, therein. VACANT Takeback calculations: ZONED GC2 Total Acreage = 77,116 sf = 1.77 acres Irrigated Acreage = 31,346 sf = 0.72 acres Potable water Usage = 248 GPD Reclaimed Water Useage = 991 GPD Wastewater Generation = 248 GPD 8° OAK 4160A' \ 5" BEECH %- A49 AVj 'P��' - .. �. — — _ — �. �. .. — C ' j�tt 4 -------4------- 4-----------------9 -------4 -------i'------- 4_=_w=== '--------4___-----4 ------ '------ C7 �'...... �'----------------� rte'--__---------------------------------------------------------___----------------------------1 � 0 ��j ITA r--- A------A---------A ---- T-- A ---- A A A i -q q q A �I A C A li A A Al 5" OAK II I 1 I t I I 4" OAK �i i iIt I It II A� I I LJ I LJ A I AI#I LJ -------_-__ i cO _� it I i it A11¢] ---=g---------- 45' ---------------------------------------------- ------------ 4 ------ 45 I C i I Al CI ,, r I I A, V) t It 1000, L6 O Q i At� I .. ..ew DRY ,, I V) t Cq ZONED GC2 'co 0 �' AIfl RETENTION It \ u , Q < USED CAR SALES V2 rn PONDIt a: ` G u ,Ir- ------ EDGE OF PAVEMENT-------------- - ----------------------- `, � 1 I IIII ® IIII v. eo 11 C `�\ iii' A 10' 10' I) �11 A A A II I <U 111 11 �'�" 40'� W It Aifl I i ( 1 1 A A i n-----=— A i `�.._J W TORO 570 SERIES (OR RAINBIRD EQUAL) I u I rf7 I I v RETAIL (1,200 SF) o I n At�l RADIUS �� I U n l I II I SPRAY PATTERN \ u o1 i F.F.E. = 45.00' `� i ° t It, I I It n I I ❑ I° III 8.0 tII I 570--12-H 4" OR 6" SCH 40 PVC PIPE \ i u u AIS SLEEVE SYMBOL r� i t1 8 ,`-__- Jg -------------------___- -_ - BL �` -___.. -- 11C c==�� I ( /6�-a c==� —c --o c-=� / I it j u Aif] KEY HEAD INFORMATION 24" OAK I A f] 570-4—SS'T I it I p 570-4—EST----------------------- Bq 570-12—Q EDGE OF PAVEMENT`c i II 570-12—H , II Arfl 570-12—TQ `,\ i ul rr..-I • 570-12—F I r C q 600-40-Q � C I n In i� 600-40-H 600 -40 -TO \` ' u _ 600-40—F ASPHALT PAVEMENT _ AI{] v - �gllB 86 ' SII ' ct B I 11 II if Ii " / �i'� II 11 It q I 1/1 ii c.==:a q \1111 t p h c =._ ❑ c_—� c=.=❑ c— c==� c=on c==� c==1O 0 I IRRIGATION NOTE �,, (�---------- � 1;,1 I e ------ ---------- ----------------__.__ 4---------� B B II III `D' B Iu ,- ` op � IIIf� SIGN BO BO BO BQ Shut off valve SCHEDULE FOR SUGGESTED MAXIMUM GPM FOR PIPES �yj ________________._____----_------- III I n s Cit approved backflow reverter. ________-- u 1 l u � Y PP P « 3/4, PVC -------- 0 - 5 GPM Q — — Q— n I -- _-_--- — _1-11 Q — — Q — Q ,` Q B _ 7- * I" PVC - - - - - _ - -- - - 6 - 13 GPM — — — — — — — — __-__-----r---- « 1 1/4" PVC ------ 14 - 23 GPM - — — -- -- — B ------ B---_ B - --_ - ---- 1 _ B -_ i -_ B _ ----- - ------------------ --- 't 1---------------------- -_— _ `. _OH1U=----------==<- i -+ --rte. ---- -_ 9HU �= - -r- - - �- - h 1 1/2" PVC ------ 24 - 33 GPM `-'�'' �.'� Nm Cm 3 Irrigation meter (potable water) + 2" PVC --------- 34 - 48 GPM` � Z' r ,Y. � `� r `� y"° �'' �' (see .Fig. 505 & 506 on sheet C8.3) «« GPM - GALLONS PER MINUTE GENERAL INFORMATION--------------------------------------_---------------------- '/ ALL DISTURBED AREAS IN THE R.O.W. ARE TO BE SODDED WITH BAHIA SOD. * IRRIGATION CONTRACTOR TO PROVIDE T_ 3/4" METER and DOUBLE CHECK VALVE (VERIFY PRESSURE) `� t VERIFY LOCATION PRIOR TO _._ _ _ _ BEGINNING WORK in « IRRIGATION CONTRACTOR TO PROVIDE IRRIGATION CLOCK/CONTROLLER + GENERAL CONTRACTOR -TO PROVIDE AND INSTALL SLEEVE(S) CENTERLINE OF ORLANDO DRIVE TO CLOCK LOCATION — GENERAL CONTRACTOR TO PROVIDE POWER SOURCE FOR CLOCK t VERIFY LOCATION PRIOR -TO BEGINNING WORK « IRRIGATION CONTRACTOR TO PROVIDE AND INSTALL ALL SLEEVES FYPICAL HEAD INFORMATION • MAIN LINE NOT SHOWN FOR VISUAL CLARITY « MAIN LINE TO BE '1 1/2" SCH 40 PVC • ASSUMED 3/4" METER WITH 60 PSI AND 19 GPM « CLOCK TO BE RAINBIRD OR TORO ADJUST SPRAY PATTERN FOR MAXIUM COVERAGE « ADD SHRUB RISERS AS NEEDED (SEE LANDSCAPE PLAN) + ALL HEADS TO BE TORO 570 OR 600 SERIES AS SHOWN OR RAINBIRD IRRIGATION CONTRACTOR WILL SELECT SPRAY PATTERN THAT WILL « PROVIDE MAXIMUM COVERAGE AND MIN. OVERTHROW ON BUILDINGS AND PAVED SURFACES ORLANDO DRIVE: ( U.S. HIGHWA ------------ 1 I Irrigation PI r � kale: 1"=20' I l M r rw a ra A 1 A i' 1 f"i A l f" % lrfrflU/A l IIJI'4 1 IIJI40 1. SCOPE OF WORK A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, 'FOOLS, MATERIALS, In APPLIANCES, TESTS, PERMITS, ETC., NECESSARY FOR -THE � INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM, AS SHOWN ON DRAWINGS. B. IT IS THE INTENT OF THESE SPECIFICATIONS "TO ACCOMPLISH <t THE WORK OF INSTALLING AN IRRIGATION SYSTEM COMPLETE CEo AND OPERABLE IN AN EFFICIENT AND SATISFACTORY MANNER Go ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED �D FOR SPRINKLER OPERATIONS FOR FULL COVERAGE. C. PIPE SIZING IS FOR 'THE IRRIGATION CONTRACTOR'S c( O CONVIENENCE ONLY. IT IS "THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR -TO VERIFY ALL PIPE SIZES, PRESSURE - AND FLOW PRIOR TO BEGINNING WORK. IRRIGATION CONTRACTOR � SHALL ADJUST PIPE SIZES "TO PROVIDE COVERAGE AS INDICATED ON THE DRAWINGS. 2. VERIFICATION a A. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR G W SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND a: REPORT ANY VARIATIONS TO 'THE OWNER'S AUTHORIZED � REPRESENTATIVE. B. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION, SIZE, PRESSURE AND DETAIL OF STUBOUTS O PROVIDED AS THE SOURCE OF WATER SUPPLY -TO THE SPRINKLER SYSTEM AS SHOWN ON PLANS. C. THE CONTRACTOR FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING BIDDING AND/OR PRIOR TO PROCEEDING WITH ANY WORK, SHALL NOTIFY 'THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH DISCREPANCIES. OTHERWISE THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. D. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER CONTRACTOR. E. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. 3. MATERIALS A. AS PER IRRIGATION LEGEND SHOWN ON DRAWINGS. MAIN LINE SCHEDULE 40 PVC LATERAL LINES PR 200 PVC B. IRRIGATION HEADS AND CONTROL CLOCK ARE TO BE MANUFACTURED BY RAINBIRD OR "TORO. 4. SITE CONDITIONS A. THE CONTRACTOR SHALL EXAMINE CAREFULLY THE SITE OF WORK CONTEMPLATED AND -THE PROPOSAL, PLANS, SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS. IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INVESTIGATED AND IS SATISFIED AS TO THE CONDITIONS 'TO BE ENCOUNTERED, PERFORMED, AND MATERIALS 'T0 BE FURNISHED, AND AS 'TO THE REQUIREMENTS OF THE SPECIFICATIONS. 5. RECORD DRAWINGS. A. THE CONTRACTOR SHALL FURNISH, TO THE SPRING ENGINEERING, INC., TWO COMPLETE "AS -BUILT" DRA`MNGS ON OR BEFORE FINAL INSPECTION, 6. TRENCHING A. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 18" ABOVE THE TOP OF 'THE PIPE FOR ALL MAINLINE AND 12" MINIMUM OVER ALL "LATERAL LINES". 7. PRESSURE TES TING A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PSI FOR A PERIOD OF TWO HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF HIS WORK To BE COVERED OR ENCLOSED UNTIL IF HAS BEEN INSPECTED, TESTED AND APPROVED BY -THE OWNER'S REPRESENTATIVE. 8. SURGE PROTECTION A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SURGE PROTECTION FOR ALL ELECTRICAL EQUIPMENT INSTALLED IN RELATION 'TO THE IRRIGATION SYSTEM. 9. COVERAGE -TEST A. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN -THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A -TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED 'TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 10. NOTE A. CONTRACTOR SHALL KEEP 'THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. 11. CONTROLLER A. CONTROLLER LOCATIONS SHALL BE AS NOTED ON DRAWINGS OR AS LOCATED BY OWNER'S AUTHORIZED REPRESENTATIVE. B. 110 VOLT SERVICE AND HOOK-UP TO GONTROLLER SHALL BE BY OWNER. IT IS THE RESPONSIBILITY OF CONTRACTOR TO NOTIFY -THE PROJECT SUPERINTENDENT WHEN THE CONTROLLER IS READY FOR 110 VOLT HOOK-UP. C. IF CONTROL CLOCK IS TO BE LOCATED WITHIN THE BUILDING, THE OWNER IS `TO PROVIDE ACCESS FOR CONTROL WIRE. 12. LOW VOLTAGE CONTROL WIRE A. ALL COMMON GROUND WIRE SHALL BE WHITE. B. DIFFERENT COLOR WIRES SHALL BE USED ON POSITIVE WIRE FOR EACH VALVE. C. FOR WIRE SIZE REFER TO THE MANUFACTURER'S CHART. D. NO WIRES ARE "TO BE SPLICED BETWEEN VALVE AND CONTROLLER EXCEPT AT VALVE LOCATION. E. ALL VALVE HOOK-UPS SHALL BE WITH RAINBIRD PEN-TITE WIRE CONNECTORS OR EQUAL. 13. SITE VERIFICATION A. THE CONTRACTOR SHALL VERIFY THE CORRECTNESS OF ALL FINISH GRADES WITHIN THE WORK AREA IN ORDER TO INSURE THE PROPER SOIL COVERAGE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPE. 14. GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 15. CLEAN-UP A. UPON THE COMPLETION OF ALL PLANTING WORK, AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 16. VALVE AND QUICK COUPLER LOCATIONS A. ALL VALVES AND QUICK COUPLERS ARE 'TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT, CONCRETE PAVING, ETC. (SLOPES EXCLUDED) B. THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AT +/-150 FEET O.C. THROUGHOUT THE ENTIRE PROJECT OR AS INDICATED ON THE DRAWINGS. 17. SLEEVES A. IRRIGATION CONTRACTOR TO INSTALL ALL SLEEVES. j B. CONTRACTOR TO COORDINATE LOCATIONS AND SIZE OF SLEEVES WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION OF WALKS, WALLS, CURBS AND DRIVES C. ALL SLEEVES 'TO BE A MINIMUM OF 8" IN DEPTH D. ALL SLEEVES ARE TO BE PVC PIPE DEC. 1 7 logo THIS DRAWING AND THE DESIGN SHOWN ARE THE `PROPER"TY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 1114)_ APPROVAL �7- 1 DATE U.S. HWY 17-92 SANFORD, FL DATE: December 15, 1997 " Ld cfl In � I co <t �- CEo Go W �D J LL � c( O O Ci � W �- a � r G W V, a: W � � C �3 �r LJ O tq IRRIGATION PLAN DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: JOB NUMBER 9728 SHEET C60FC9 f 1 1 5'-5" (� O 4 -1" _ _I 2" X 4" STAKE 'TO MARK PIPE ENDS- w 11. A z MANUFACTURED PER DOT INDEX 232/SUPPLEMENTAL 201 \ � 1:12 1:12 i 6"R CONCRETE COMPRESSIVE STRENGTH 4000 PSI @ 28 DAYS a 6.0' max. 20' �`I EYE BOLT AND CHAIN SUPPLIED BY MANUFACTURER z o 4 PLAN GRATE SUPPLIED BY CONTRACTOR TO BE USF 6625 WALK OR DRIVE WIDTH AS rw OR SIMILAR. c� SPECIFIED UN PLAN - POST 16 ALL EXPOSED EDGES SHALL BE CHAMFERED. FINISH GRADE v> cUn v) v _ POST SILT FLOW NEW SHRUB O `r FILTER FABRIC 3-4" MULCH I I I- ii�r i i i-1 j I_I I I 11-1 11�-1 1= U) w 2' P {�-1IIITIIII ;,IIIILIIIIII 6-8" • .. • . 4I.. SAUCER GRASS z II ~ I___ _ _��___________________��_____J ilil Cs� H.C. SYMBOL 5'-5" 12" IN. ' WRAP PIPE END SECURELY J I I I I iii i 5 - _ WITH DUCTTAPE 3-4" - 4'-1" 4'-5" b _ - i I• I I I I �, � � i j: - Ll / ® 0 1 SOIL MIX \ �I :.<;:• SCARIFY SIDES OF 3' 1,. N it 1ITiI 11111 Ell II IITi 611 6") H.C. SIGNAGE PER CITY „ 4„ - ROOT BALL a 2"/ DETAIL SEE SHEET C2 "V -DITCH" EDGIN SCHEDULE 40 PVC PIPE !I-IiI-III- III -II _-_ LO � ALL BEDLINES COMPACTED SOIL MIX < I I -I 11-1 11 I I-1 I-�_-1 I I- 12. U' 5.U' 12.0' � ' 4" DIA FOR LATERALS ' SUBGRADE ,�: �' , 4" DIA FOR MAIN ill�11111111111�11111�11i�1�1 I N 1. FILTER FABRIC TO CONFORM WITH F.D.O.T. SPECIFICATIONS (SEC. 985) � �� / 1. H.G. SIGN 84" ABOVE GRADE WITH A GALVANIZED METAL POST (ASTM A-499 i.' SECTION 0- I 0.5" EYE BOLT 6" DIA FOR MAIN AND LATERALS w 2. POSTS 'r0 BE 2"x4" WOOD POST OR 1.3 LB FT STEEL POST. 6" 3. POST POSITION TO BE CANTED (20') OR VERTICAL (90'). GRADE 60, ASTM A-123 FINISH). ALL HARDWARE TO BE RUSTPROOF. MIN. I. 4. DO NOT DEPLOY IN A MANNER THAT SILT FENCE WILL ACT AS A INSTALL V DIA x 2' DEEP, 3000 PSI CONCRETE FOOTING. ¢ 1 $�„ BASE Ar p WALL c L. 4" WIDE PAINTED S'(RIPE I� 1 4 © 12 C.C.E.W. NOTE: DAM ACROSS PERMANENT FLOWING WATERCOURSES. r (BLUE) 1, IEINFGRCEMENT SIDE INSERT # 4 REBAR SECTION OR OTHER METAL OBJECT INSIDE PIPE END 3. H,C. SYMBOL: 1 PER SPACE, PAINTED WHITE. 4. 6" WIDE PAINTED STRIPE (BLUE) ¢ -= �r 2" ,p.a PRIOR TO TAPING TO FACILITATE FUTURE FINDINGS OF SLEEVE WITH 5. 6" WIDE PAIN -FED STRIPE (WHITE) > I I . METAL DETECTOR. REMOVE REBAR PRIOR 'TO USING SLEEVE. 6. HANDICAPPED RAMP: 1:12 SLOPE MAX. MUST HAVE A DETECTABLE WARNING ° ---_Lr-.��_•�;r� TEXTURE AND A NON -SLIP SURFACE. 7. ALL BLUE TINTING TO MATCH FEDERAL STANDARD 595e, SHADE '15180. APPROVAL ' ri1 SHRUB. PLANTING DETAIL 19 � SLEEVE DETAIL 1 SILT FENCE DETAIL 5 HANDICAPPED PARKING 15 F.D.O. T. TYPE D INLET DATE q NOT TO SCALE 2 NOT TO SCALE C 5 NOT TO SCALE C4 NOT TO SCALE C 6 NOT TU SCALE 5/8" OF FC -2 FRICTION COURSE (RUBBER) CONTROLLER 1/2" , -- - -� 3.5HOT MIX SURFACE COURSE (ASPHALT MIX TYPE "S-1") JUNCTION BOX- ` PEDESTAL f -I¢ 12" LIMEROCK BASE COURSE - 100% MAX. DENSITY E .' L✓ SUPPLIED W/ MOUNT -ECONT'�� - 1 _ I- - - - 12" SUBGRADE - COMPACTED TO 95% MAX. DENSITY WALL RMOUNT ALTERNATE PROFILE N�® � ONLY CONDUIT OFF-SITE PAVEMENT 120 voLr WIRE- I --' Wit- oNNLYj MouNT z ............. ........................ r 6 HOOKUP i CONTROL WIRE J - 1_ �r SOURCE BY O o- - �1" r w 8„ OTHERS w �I �-1" HOT MIX SURFACE COURSE (ASPHALT MIX TYPE "S-3") CONDUIT (WALL I I II II II II II II KIM --6" LIMEROCK BASE COURSE - 100% MAX. DENSITY c� _U lJ U U U U MOUNT ONLY) I = J--'� - --`; FIN. GRADE O ® TURN -DOWN WALK 6' -TO 8' MAX j ANCHOR BOLTS -� i rl ......................................... - - - 8" SUBGRADE -COMPACTED TO 95% MAX. DENSITY ----T (4) PER MOUNT' PLAN JOINTS - - PLACE AT PROTECTIVE RADIUS ONLY 1 1. CONCRETE SIDEWALK: 4" 'THICK SLAB ON-SITE AND 6" THICK SLAB OFF-SITE ON-SITE PAVEMENT (NO WELDED WIRE FABRIC IN SIDEWALKS, USE FIBER MESH CONCRETE) - 6" • 2. ROUGH BROOM FINISH. 1. VERTICAL MEMBERS TO BE 2"x2" WOOD STAKES. 120 VOLT WIRE 12" COMMON WIRE 3. 5" WIDE SMOOTH TROWEL FINISH ALONG SIDEWALK EDGE AND JOINTS. 2. HORIZONTAL MEMBERS TO BE 1"x4" WOOD OR APPROVED SUBSTITUTE. IN CONDUIT U.P. DIRECT 4. CONTRACTION JOINT: 1/8" WIDE x 1" DEEP, SPACED 5' O.C. 3. PLACE PROTECTIVE BARRIER AT DRIPLINE OR PER LOCAL CODE. BURIAL WIRES 5. CONSTRUCTION JOINT: USE PRE -MOLDED FILLER AT BUILDING AND UTILITIES. --4- 3" SWEEP ELB. JOINT (TO REMOTE c� '4 6. TURN -DOWN WALK: TERMINATE SIDEWALK ALONG ASPHALT PAVING WITH A ,• ,• - 6' PORTLAND CEMENT CONCRETE (3,000 PSI) CONTROL VALVE) THICKENED FOOTING AS SHOWN. _ _ DO NOT USE WELDED WIRE FABRIC, USE FIBER MESH CONCRETE. CONCRETE BASS 12"X6"X8" - -F 8" SUBGRADE - COMPACTED TO 95% MAX. DENSITY (PEDESTAL MOUNT ONLY) ON-SITE CONCRETE PAVEMENT 2 SIDEWALK DETAIL 6 PAVING SPECIFICATIONS 12 TREE PROTECTION 20 CONTROLLER NOT TO SCALE NOT TO SCALE NOT TO SCALE Ic� NOT TO SCALE U.S. HWY 17-92 C2 C4 SANFOf:D, FL VALVE BOX W/ OPTIONAL PRESSURE ABOVE GRADE IN DATE: A A w GARDEN VALLEY B � F..� � E _- qL FINISH GRADE COVER (PLASTIC) REGULATING MODULE LOOSE KEY � SHRUB OR GROUND � Ty r LIFT CONCRETE CURB (HOSE BIBB) COVER AREAS D2C2111�Or J, '1997 B- HOLE APPROVED TYPE VALVE OR WALK C , _ - LU. TAG VALVE BOX W/ COVER a z ELEC. CONNECTOR W/ _ PLASTIC IN LAWN o FINISH GRADE 1" OF COILED EXTRA !�12 (O F D-- ANCHOR BOLTS MIPSI . 2,0000NC0 N WIRE ® EA. CONNECTION I I� AREAS ONLY U -i - H DRILL FRAME - } ( N CONCRETE CURB 1 10' interior H 6.0' E IF NECESSARY) " c� OR WALK U F 12' interior � 8" I ' 12" Ir ALTERNATE FRAME & COVER T FIN. GRADE �- ♦ q w 00 ENCLOSURE ELEVATION GATE ELEVATION FRAME & COVER PLAN GA STEEL MALE PVC c 2'-2" SQ. MIN. PV L OR ---�] ADAPTOR J A. 10'x 6" DIA. GALV. BOLLARD, FILL W/ CONC. & INSTALL FOOTING. ° INISH GRADE GALV. STEEL W B. 1x8 BOARD BAND LOCATED 12" BELOW TOP EDGE. 1/8° NEOPRENE EL OW `' qac, z z C. WOOD GATE: 1x6 BOARDS WITH Z BRACING ON BACK. A 1' GASKET SEAL a " 3'*-- 1CU•F7• L D. RICHARD WILCOX IND. STRAP HINGE No. 434-P308, WELD TO PIPE. o MIN. 2,000 CONT. BONDED TO OR PVC GRAVEL ip CI i (�LL I > _j FRAME GALV. STEEL NIPPLE QUICK COUPLER ! ■ E. STANLEY GATE LATCH (#1261) AND CANE BOLT (#CD1009-KJ1). Ate° o PSI CONC. O Q COMMON VALVE z ' EXTEND THRU c� c BOLTED OR PVC SCH.80 NIPPLE F. pUMPSTER ENCLOSURE: 1x6 VERTICAL BOARDS ON 2x6 - <>.<; »:;::;s - WIR I i ..:::,.... B & F- FACE OF CONCRETE COVER - -______i_ G <L HORIZONTAL GIRTS AT 36" O.C. / z o PILOT WIRE 2"X4" REDWOOD <� G. 6x6 WOOD POSTS WITH CONCRETE FOOTING. co BELL LUG & SEAL IF z 2X4 RWD BLOCK a BLOCK H. 6" 'THICK CONCRETE SLAB REINF. WITH 6"x6"/1.4x1.4 W.W.M. H G I END OF LINECOU\ z _ i" artAss �� J I. ALL WOOD TO BE PRESSURE TREATED. c 1 - PVC MA � o „ r � U . J. ALL CONCRETE TU BE 3000 PSI. G -f- "I PVC PLASTIC PIPE PVC MALE ' , 1 BRASS NIPPLE S cy 13" MIN. PVC SLIPXSLIPXTHREAD TEE ADAPTOR BRASS ELBOW K. ENCLOSURE & HARDWARE: PAINT TO MATCH BUILDING. o = Cf WYE E 10' interiorl G PVC PLASTIC MAIN LINE PLAN H(3' `� C. 1. FRAME & COVER SECTION PVC CONC. -THRUST BLOCK IN PRESSURE LINE UNDISTURBED OR 90% SECTION COMPACTED SOIL CD `Z. ('17'�REMOTE CONTROL VALVE ('3__� DUMPSTER ENCLOSURE 13 SANITARY CLEANOUT C6 NOT To SCALE('21OL QUICK COUPLER HOSE BIB z C2 NOT TO SCALE C3 NOT TO SCALE C6 NOT 'TO SCALE lia o 4'-5" INSTALLATION OF HEAD 1. REQUIRES TWO 5/8" DIA. x 24" LUNG STEEL BARS TAKES FOR EACH WHEELS'TUP. MANUFACTURED PER DOT INDEX 232/SUPPLEMENTAL 201 PRIOR TO FINISH 2. WHEELSTUP TO BE 3000 PSI CONCRETE AND REINFORCED WITH -TWO #3 REBARS. CONCRETE COMPRESSIVE STRENGTH 4000 PSI 0 28 DAYS ABOVE G ADE !�h_�l�l GRADING 3. LOCATE WHEELSTOPS 24" FROM EDGE OF PAVEMENT.] EYE BOLT AND CHAIN SUPPLIED BY MANUFACTURER AT SHRU AREAS 3,000 PSI EXTRUDED CONCRETE CURB REINFORCED WITH GRATE SUPPLIED BY CONTRACTOR TO BE USF 4615-6210 FIN. GRA E I FLUSH /W FINISH 1#5 BAR CONT. AND SECURELY ADHERED TO PAVING. PLAN ' 1 1 GRADE AT LAWN AREA OR SIMILAR. "d- 6.. o NEW TREE ALL EXPOSED EDGES SHALL BE CHAMFERED. �� j 2.. HOSE GUY WIRE(2 STRANDS -14 GAUGE, - --j 5" 6" RUBBER HOSE- TWISTED TIGHT) _ 3-2"x4" WOOD STAKES EQUALLY _ L TREE WRAP - SPACED AROUND TREE -LENGTH 4'-5" CONCRETE CURB c� 3„ AS REQ'D � 3'-1" ~, 3'-4" OR WALK a. '• c� NEW PAVING 3" CLEAN PINE BARK r1r, _ AtL MENDED S01L - 2 -� POP-UP HEAD RE1�1 I I-1 ° ROOTBALL 91' I PVC NIPPLE DETAILS CL � 0.5" EYE BOLT w I: L BASE Atop WALL a. . I•• SECTION I • #4 0 12 C. C. E. W. BACKFILL W/ SOIL MIX(2/3/ TOPSOIL 1'-6" MIN. 1• ` REINFORCEMENT AND 1/35/ PEA' OSS) ¢ k �F ' ,' DESIGNED BY: 8" 6.0' (REGULAR SPACES) � � ; �� SIDE DRAWN BY: 8.0' (HANDICAPPED SPACES) w SUBGRADE PVC I •• CHECKED BY: � v i° z -a p THREADED TEEX r22� EXTRUDED CURB DETAIL SCALE: PVC LATERAL � a �-�--�------^--•-•-��• PVC STREET ELL. C2 NOT TO SCALE JOB NUMBER DEC, 1 °r ion 9728 4 WHEELSTOP DETAILrl18 POP --UP LAWN SHRUB HEADS SHEET 1 O TREE PLANTING D E TAIL 4 F. D. O. T. TYPE C INLET THIS DRAWING AND THE DESIGN SHOWN ARE -THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, CL NOT TO SCALE C6 NOT TO SCALE COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT OF C9 C5 NOT TO SCALE C4 NOT TO SCALE WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR 'THE SITE AND C7 PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. SQUARE EDGE OF EXISTINGING TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED AREAS. (3" MIN.) PAVMENT (TYP.) W/ SIZE OF PIPE (SEE NOTE 8 FOR OTHER FINISHED GRADE RESTORATION) V(��, /212" MIN. ASPHALTIC/ANGLE MAY VARYSEE NOTESEE NOTE 4- `�PIPE O.D.~ v rn 12" (TYP):'. ///• iv 'r, SELECT L w COMMON o 0 FILL is z W UNDISTURBED EARTH (SEE NOTE 3) NOTES: I. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL 75-100 P.S.I. SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETERS LESS THAN 24% AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 6. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE B BEDDING AND OPEN -CUT DETAIL 10" 12" 16" 20" 24,E CITY OF SANFORD JOINTS MAY 1997 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). " NUTS AND WASHERS SCHEDULE BELOW) PIPE SIZE 6" 8" 10" 12" 16" 20" 24,E 30„ 36„ 90' BEND JOINTS //4 BARS (TYP.) REQ'D. 45' BEND �/ • 4' MAX. MSN. UNDISTURBED 22-1/2' BEND -��/1�/ (•)• 15" MAX, FOR PIPE DIAMETER LESS THAN 24', *2. d,, • ° • 4 , 11-1/4' BEND 7nr rn /� n �/ f` 2" 90' BEND .. 1 ` PLUG OR BRANCH OF TEE 51DES CAN SEE TRENCH DETAILS ENCASE HE RODS IN TJ/ NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: TYPE OF PIPE:-----------* WORKING PRESSURE: P.S.I. * SOIL DESIGNATION:__-____-* LAYING CONDITIONS:-------* 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. " TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE. CITY OF SANFORD MAY 1997 FIG. 104 z1" _ MAIN PU(ABIE AIR MAI MAX. -(POTABLE WATER MAIN POTA 1) LETTERING SHALL APPEAR ON THREE 3) LETTERING MUST BE PERMANENTLY SIDES OF THE PIPE AND RUN THE IMPREGNATED INTO THE PVC (IT ENTIRE LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE SURFACE OF THE PIPE. 2) LETTERING SHALL BE A MINIMUM 3/4' IN HEIGHT AND APPEAR ONE OR 4) LETTERING SHALL BE BLUE ON MORE TIMES EVERY 21 INCHES ALONG WHITE PVC OR WHITE ON BLUE THE LENGTH OF THE PIPE. PVC. PVC POTABLE WATER MAIN NTS TYPICAL METAL PIPE-� 2.0" - 4" PIPE - Er TAPE IS CENTERED ALONG TOP HALF OF PIPE. j POTABLE WATER MAIN POTABLE WATER MAIN 6" - IC PIPE - G" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. NIYN RLYM IIOVlw NIYN a]1VM d Ylw NIYW duY POTABLE WATER MAIN POTABLE WATER NMN POTABLE WATER (LUN 20' AND LARGER PIPE - TAPE IS PLACED ON UOTH SIDES OF FILE TOP .HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. HIYN VLYM BIOYlw NIYN aLVM DAYlOd NIYN aLVM TMIQd , r ' POTAOIE WAiEft MNN POIAOLE WMER MMN POIABIE WRIER MAW ' / PUFABLE WATER MAN POTABLE WATER MAIN r POTABLE WRIER MNK IT IT' -'-I SPECIFIED I TEN NMN MAX. POTAOE WATER MN" -� 1' POTAB EiAO E WA PER PIPE DIAMETER BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. DUCTILE IRON POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD MAY 1997 FIG. 110 SQUARE CUT EDGE TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED OF EXISTING PAVMENT (TYP.) W/ SIZE OF PIPE AREAS. (SEE (3" MIN.) NOTE 8 FOR OTHER FINISHED GRADE RESTORATION) ✓\�i� 2" MIN. ASPHALTIC CONC. ?;N ;�\%,\ ANGLE MAY VARY SEE NOTE 2\/� ¢ z X Z w see NOTE a \� / PIPE O.D. 12" (TYP) �/\� %\\\/j,' � SELECT z '� COMMON a w FILL m z 6 \ /�\ • a w g �j - BEDDING ROCK iL PIPE BEDDING �/� D D o o � >,\� (SEE NOTE 8 & 9) ?Ny UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% F 0 0 THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THEA M XIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 75-100 P,S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (•)' 15" MAX. FOR PIPE DIAMETER LESS THAN Z4', AND 24' MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. - B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY, BEDDING DEPTH SHALL BE C MINIMUM FOR PIPE DIAMETER LESS THAN 15' AND 6" MINIMUM FOR PIPE DAIMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 101 IS" MIN. TRENCH LIMITS #4 BARS ALL AROUND }) Y (MIN. 2" CLEARANCE B kr- AROUND PIPE.) KAa + , }✓ V MIN. (TYP.) A' TIE RODS INCLUDING 4" x 4" x 1/2" NUTS AND WASHERS SCHEDULE BELOW) HOT DIPPED GALVINIZED(SEE OR STAINLESS STEEL �- C (6" MIN.) SIZE (INCHES) BEARING PLATE MECHANICAL (TYP,) NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY JOINTS //4 BARS (TYP.) REQ'D. SIZE OF VALVE --- �/ • 4' MAX. MSN. UNDISTURBED �T�TI�T�//// -��/1�/ (•)• 15" MAX, FOR PIPE DIAMETER LESS THAN 24', *2. d,, • ° • 4 , EARTH �l%/ ., f /!/ lam• 7nr rn /� n �/ f` 2" 90' BEND .. 1 ` D (4'-O' MIN,) 51DES CAN SEE TRENCH DETAILS ENCASE HE RODS IN TJ/ T FOR PIPE BEDDING REQUIREMENTS S COVER 1-1/2" PVC SLEEVE BE FORMED NOTES: I. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, DACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE 'HALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.S.I.* SCHEDULE OF DIMENSIONS AND MATERIALS * PIPE DIMENSIONS TIE RODS RELIT SIZE (INCHES) A B C D DIA. NO. NOTES: NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY 10" MIN, D" 6" SEE NOTE 1LINES. (TYP.) REQ'D. SIZE OF VALVE --- �/ • 4' MAX. MSN. TYPE OF VALVE- - (TYP.) 1, (•)• 15" MAX, FOR PIPE DIAMETER LESS THAN 24', *2. d,, • ° • 4 , Z. /l '/L•; 2" 90' BEND .. 1 ` AND 24" MAX. FOR PIPE DIAMETER 24' AND OVER. 51DES CAN G' BEDDING ROCK REQUIRED TJ/ T PREMOLDED PLASTIC- - /} BE FORMED NOTE: THRUST BLOCK MEAS TO BE COMPUTED ON BASIS OF LDS. PER S0. FT. SOIL RESTKMNT (1,500 MIN) BEARING. SEE NOTE 5 • TO BE COMPLETED BY ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD MAY 1997 FIG. 105 GROUND LEVEL -\ 1B VINYL CONTINUOUS IDENTI- MAX. se" FICATION/WARNING TAPE MIN. TYPICAL UTILITY PIPE JA GENERAL NOTES: A. ALL UTILITY PIPE, EITHER PVC OR METAL, SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. U. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW' OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 'Z. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH WHITE LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW' OR SIMILAR WORDING. WORDING. 8. A COLOR-CODEU 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL HE INSTALLED ALONG ALL PRESSURIZED NON-METALLIC MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE IDENTIFICATION /WARNING MATERIALS (SEWER. POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD MAY 1997 =FIG -1 UNDISTU EARTH SHEETING - 4 i B-/2 a J 6" MIN SEE NOTE 1 f (TYP.) 3000 P.S.I - CONCRETE SHEETII BEDDING ROCK CONCRETE ARCH SHEETED TRENCH UNSHEETED TRENCH 4' x 4' PRECAST CONC. PAD (FLUSH 10" MIN. "D" 6" SEE NOTE 1 CAST IRON FRAME NOTES: NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY 10" MIN, D" 6" SEE NOTE 1LINES. (TYP.) REQ'D. SIZE OF VALVE --- �/ • 4' MAX. MSN. TYPE OF VALVE- - (TYP.) 1, (•)• 15" MAX, FOR PIPE DIAMETER LESS THAN 24', *2. d,, • ° • 4 , Z. /l '/L•; 2" 90' BEND .. 1 ` AND 24" MAX. FOR PIPE DIAMETER 24' AND OVER. 51DES CAN G' BEDDING ROCK REQUIRED TJ/ T PREMOLDED PLASTIC- - /} BE FORMED FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. JOINT FILLER .: BENDS EDGE OF CROSSCUT 4 -N SIDES CAN TURNS TO OPEN EQUAL TO OUTSIDE DIAMETER OF PIPE. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW 2" PORT WITH .. ..'4 APPLICABLE VALVE BOX AND COVER �•° 4' ''� DEFORMED TRENCH WIDTH - "D" SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3000 P.S.1• s HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS CUT OUT AND SEAL JOINT 2• REFERS TO THE DIAMETER OF THE PIPE. CONCRETE t�. PROPOSED UTILITY POTABLE WATER RECLAIMED WATER' SMDASEWER (GRAVITRYY d: F.M.) SORM SEWER ACCEPTABLE 3. "r REFERS TO THE THICKNESS OF THE PIPE. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE 0 UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING F PIPE NLE UTI ERWI E 2" GATE VALVE #4 REBARS -\� \ CONCRETE NOR¢. VERT. HORIZ. VERT. HORIZ. VERT, HORIZ. VERT. VARIANCES � / 24' CONCRETE UNDISTURBED THE NEED FOR CONCRETE ARCH HALF ENCASEMENT POTABLE5• _ .. C/c 6 10' IT 10' 18' APPLICABLE VALVE OR FULL ENCASEMENT TO BE DETERMINED IN THE C OF 0 ENTER OF PIPE. C/C - DENOTES ENTER PIPET C J � / �~j /`r EARTH -! WATER .FIELD AS DIRECTED BY THE CITY. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. , or,r SEE GENERAL NOTES: NO. A �c r REGUIMEO• S' C/C MANUAL 5' C/C IT - - Z 11. EARTH EARTH 5. WATER 3� 0 G IB' _ - SANITARY 10' IT S C/L IT CONCRETE CRADLE - LOCATIONS SHALL BE INDICATED ON RECORD FULL ENCASEMENT SEWER DRAWINGS. LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- GENERAL NOTES: I. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE SHEETED TRENCH UNSHEETEU TRENCH 4' x 4' PRECAST CONC. PAD (FLUSH (F.A.C,), THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN CONCRETE VAULT CAST IRON FRAME NOTES: NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY 10" MIN, D" 6" SEE NOTE 1LINES. STAMP AS REQ'D. -\ ALL AROUND- REQ'D. SIZE OF VALVE --- �/ • 4' MAX. MSN. TYPE OF VALVE- - (TYP.) 1, (•)• 15" MAX, FOR PIPE DIAMETER LESS THAN 24', *2. d,, • ° • 4 , TRENCH '/L•; 2" 90' BEND .. 1 ` AND 24" MAX. FOR PIPE DIAMETER 24' AND OVER. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN G' BEDDING ROCK REQUIRED �• 8" x 16" REINFORCED PREMOLDED PLASTIC- - CONCRETE FOOTING. PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. JOINT FILLER .: BENDS EDGE OF CROSSCUT 4 -N SIDES CAN TURNS TO OPEN EQUAL TO OUTSIDE DIAMETER OF PIPE. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW 2" PORT WITH .. ..'4 APPLICABLE VALVE BOX AND COVER �•° 4' ''� DEFORMED TRENCH WIDTH - "D" SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. (SEE FIG. 115) o s CUT OUT AND SEAL JOINT 2• REFERS TO THE DIAMETER OF THE PIPE. CONC. MIN. t�. VALVES 16 INCHES AND LARGER THRUST - WITH MORTAR FOR FORCE - 24, 3. "r REFERS TO THE THICKNESS OF THE PIPE. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE 0 UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING F PIPE NLE UTI ERWI E 2" GATE VALVE #4 REBARS -\� \ CONCRETE SEE NOTE 2 3000 PSI GREATER CLEARANCE SHALL BE USED, � ••d :•WATER 24' CONCRETE 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT FITTINGS AND°�'�I C o APPLICABLE VALVE OR FULL ENCASEMENT TO BE DETERMINED IN THE C OF 0 ENTER OF PIPE. C/C - DENOTES ENTER PIPET C c - -! .FIELD AS DIRECTED BY THE CITY. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. , or,r C �c r UNDISTURBED CITY OF SANFORD MANUAL cT a o ,aecua a c� chi y' Z 11. EARTH EARTH 5. REFER TO SECTION 32.5 OF THE UTILITIES .FOR SHEETING AND BRACING EXCAVATIONS. 4. ACCEPTABLE VARIANCES: 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE CONCRETE CRADLE LOCATIONS SHALL BE INDICATED ON RECORD IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT DRAWINGS. LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- FINISHED GRADE CONCRETE BLOCK 36" MIN. OR BRICK AND (SEE NOTE 2) COVER MORTAR WALL FILLING AT BOTH �..,., ENDS 'f _,,,_-.-VENT HOLE RESTRAINED JOINT DUCTILE IRON PIPE .; 4" MIN.- �'- 6' MIN. -- STEEL CASING PIPE DUCTILE IRON PIPE - CASCADE TYPE I CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF REQUIRE LONGER PAVEMENT IN ANY CASE. THE CITY MAY RE A Q CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD MAY 1997 FIG. 106 8" x 16' REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 112 CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B, WHERE 1.8 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. CONCRETE ARCH AND ENCASEMENT DETAILS F__ CITY OF SANFORD MAY 1997 FIG. 102 30" x 30" x6" TK. 4' x 4' PRECAST CONC. PAD (FLUSH FINISHED CONCRETE VAULT CAST IRON FRAME GRADEAND TK. DISC ANCHORED IN 36" SQ. COVER WITH STAMP AS REQ'D. -\ ALL AROUND- REQ'D. SIZE OF VALVE --- ACCESS LID. 4' MAX. NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST TYPE OF VALVE- - 17-1/4" VALVE BOX GROUT i'•'o d,, • ° • 4 , TRENCH . Y' 2" 90' BEND .. 1 ` ROD AS i - G' BEDDING ROCK REQUIRED �• 8" x 16" REINFORCED PREMOLDED PLASTIC- - CONCRETE FOOTING. PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 2" 90' BEND 2" VALVE (TYP.) JOINT FILLER .: BENDS EDGE OF CROSSCUT 4 -N 5' WALLS (MIN.)-':,-- TURNS TO OPEN 4' WATER 2" PORT WITH .. ..'4 APPLICABLE VALVE BOX AND COVER �•° 4' ''� t1 TRENCH WIDTH - THREADED PLUG PIPE PLUG (TYP.) - (SEE FIG. 115) o s CUT OUT AND SEAL JOINT 2" NIPPLE (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER THRUST - WITH MORTAR FOR FORCE - 24, (FLUSH WITH THRUST BLOCK MAIN OR WATER MAIN 2" GATE VALVE #4 REBARS -\� r, ':• + ° : a CONCRETE SEE NOTE 2 2° NIPPLE -SERVICE SADDLE ••d :•WATER 24' 4 PER SPECIFICATION FITTINGS AND°�'�I C o APPLICABLE VALVE SECTION 50.5.4 PIPE FOR , �,: • �.: c : �C ; : A.R.V. SHALL BE BRASS 0o rUJ�(°rr � f oL :..' : . • (1 Z (1 ,"0, r, ,oO' , or,r C �c r DETAIL CITY OF SANFORD ucu« cT a o ,aecua a c� chi a c ,c� a 6" BEDDING ROCK 8" x 16' REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 112 CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B, WHERE 1.8 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. CONCRETE ARCH AND ENCASEMENT DETAILS F__ CITY OF SANFORD MAY 1997 FIG. 102 30" x 30" x6" TK. YI CONC. PAD (FLUSH PROPOSED WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD i�4 REBARS CONC., PAD -STAMP AS STAMP AS REQ'D. -\ ALL AROUND- REQ'D. SIZE OF VALVE --- d 4•' ALVE (TYP.) NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST TYPE OF VALVE- - ITT r�rx •�' L'LD •• �. VALVE BOX 2-1/2" [~-� SERVICE d,, • ° • 4 , TRENCH . Y' 2" 90' BEND .. 1 ` ROD AS i - G' BEDDING ROCK REQUIRED �• 8" x 16" REINFORCED 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH CONCRETE FOOTING. PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 2" 90' BEND DIRECTION & NO. p ,• • �-7' NIPPLE BENDS EDGE OF CROSSCUT 4 -N PERIOD. TURNS TO OPEN 4' WATER .. ..'4 APPLICABLE VALVE BOX AND COVER �•° 4' ''� t1 TRENCH WIDTH - .°' ir5:n/. 4 /: /� (SEE FIG. 115) o s ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER THRUST - 6" TK. CONC, PAD - 24, (FLUSH WITH THRUST BLOCK FITTING MIN -1 FINISHED GRADE) #4 REBARS -\� r, ':• + ° : a CONCRETE ALL AROUND ••d :•WATER 24' 4 APPLICABLE VALVE BOX AND COVER 4 " (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD MAY 1997 FIG. 107 CONCRETE VAULT 4" MAX. YI A PROPOSED IT PREMOLDED PLASTIC iHED GRADE JOINT FILLER - PIPE PLUG (TYP.) OPERATOR 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, a� 2" NIPPLE ALVE (TYP.) NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST -- ---CAST IRON 2" GATE VALVE BOX VALVE EDGE OF 7' NIPPLE-- TRENCH . Y' 2" 90' BEND .. 1 ` ROD AS J1 , G' BEDDING ROCK REQUIRED 3 8" x 16" REINFORCED 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH CONCRETE FOOTING. CAST IRON FRAME AND COVER WITH ACCESS LID. EXISTING/ BELL SHALL NOT INTERFERE PROPOSED IT PAVEMENT iHED GRADE U15TUREIED, EXCAVATE ALL LOUSE MATERIAL AND EXTEND - BLOCK (TYP.) 0/1 OPERATOR 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, HANDLE ALVE (TYP.) NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST -- ---CAST IRON VALVE BOX (MIN.) EDGE OF TOP SECTION TRENCH `- EXTENSION O RT WITH PLUG ROD AS ADED PLUG 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED REQUIRED 3 r 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH IT PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 2" 90' BEND `', �-7' NIPPLE WASTEWATER -� \ FORCE MAIN OR WATER MAIN SERVICE SADDLE ' PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL-. LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM VACUUM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 113 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH - (TYP.) AREA FOR PLUG CROSS W PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND NOTES: BELL SHALL NOT INTERFERE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST WITH JOINT (TYP.) ,•,� E) CONCRETE THRUST U15TUREIED, EXCAVATE ALL LOUSE MATERIAL AND EXTEND y BLOCK (TYP.) 0/1 WOOD 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, BLOCKING NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST - (TYP.) FITTINGSSHALL PROTECTED BPOLYETHYLENE EDGE OF F. TRENCH r 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF PLUG (TYP.) :f'• 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED A TO SUIT THE SPECIFIC FITTING ARRANGEMENT. r 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. OFFSET (AS REQ'D)-- 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SEi FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH BENDS EDGE OF CROSSCUT PERIOD. UNDISTURBED SOIL (TYP.) TRENCH WIDTH - s N a THRUST - THRUST BLOCK FITTING MIN -1 AREA (SQ. FT.) CONCRETE THRUST BLOCK AREA F( TEL T TEE AREA FOR 45' BEND UL�.I l�/ TEE W/ WYE END PLUG TYPICAL SECTION .I GRAVITY SEWER: SOLID LIGHT GREEN - FCEOR WHITE PVC WITH LIGHT GREEN LETTERING. \FORCE MAIN: WHITE WITH BROWN LETTERING. 21" SEWER F TICE MAINZ --MAX,ISEWER FORCE MAIN 1) PIPE IDENTIFICATION LETTERING: 3) LETTERING A MIN. OF 3/4 INCH IN A. FORCE MAIN: SEWER FORCE MAIN HEIGHT AND APPEARING NOT LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCA IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALL APPEAR ON 3 THE PIPE. SIDES OF THE PIPE AND RUN THE ENTIRE LENGTH OF THE PIPE. 4) LETTERING MUST BE PERMANENTLY IMPREGNATED INTO HIE PVC (IT CAN NOT BE STENCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES NTS TYPICAL METAL PIPE 4" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE SEWER LINE' 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. iHIT ILENE] TNn a3M3S DNn axnas SFWEN UNE' / SEWER'UNE ' 5EWER UNE' 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 3Nn s T"n dUws 5EWER ONE SLW W UNE ' SEWFR uNE SEWER UNE SEWER UNE SEWER UNE PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12" SPECIFIED R unE MAX. SEWER u"E.I I SEWER UNC /� PER PIPE DIAMETER FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON FORCE MAIN AND GRAVITY LINES WFEH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 AREA FOR TEE AREA FOR PLUG SCHEDULE FOR THRUST BLOCK AREAS PFE go 43 22-1 2 11-I 4 a OEIiN B THE am Mo LEND PEW PRESS (WgIES) (w H) (SO 11) (SEI IT) (SO FIT (STI FO (1'h) 4 B 5.3 2.9 3.8 200 a 9.2 5.0 6.5 200 ID Ix °Q 2000 IMNNf OI.UCK N6AE A BC lW VrtU OX 6'GN li un Pa an n. AL R61RNR law orW.a NTC . 10 BE OCM.6tETED of DIG04UL THRUST BLOCK DETAIL 3/4) PANTONE PURPLE 522C PVC- WATER �....R..,Y, . �.I 21" LETTERING MUST BE PERMANENTLY L 1) LETTERING SHALL APPEAR ON 3 SIDES 3 ) E OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PVC (IT LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE SURFACE OF THE PIPE). 2) LETTERING ,SHALL BE A MINIMUM OF 3/4 INCH IN HEIGHT AN APPEAR 4) D PP R LETTERING SHALL BE WHITE OR ONE OR MORE TIMES EVERY 21 OTHER CONTRASTING COLOR. INCHES ALONG THE LENGTH OF THE PIPE. PVC RECLAIMED WATER MAIN RTS TYPICAL METAL PIPE 2.0" - 4' PIPE 76" TAPE IS CENTERED ALONG TOP HALF OF PIPE. , RECLP,IMED WATER MAIN RECLAIMED WATER 6' - 16" PIPE - G' TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE, / NYYI UIIN YINYTJY NM fLY.A VANYtA4 NST u1Ya Ya.Y["C � ,% 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. � , mm 4YY. 41NYDW Nm YLY� mN.va NYA 4MY.. �IYAA ' ,/,/ [_ / 12" SPECIFIED F.Al.PERDIAMETER PIPE DIAMETER PURPLE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON RECLAIMED WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION .LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. a UTILITY STANDARD DETAILS I DATE DEC.. `I 7 loge C8.1 APPROVED D E T O O NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN U15TUREIED, EXCAVATE ALL LOUSE MATERIAL AND EXTEND y TO UNDISTURBED MATERIAL. WOOD 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, BLOCKING NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST - (TYP.) FITTINGSSHALL PROTECTED BPOLYETHYLENE ` F(8 MIL.) PRIOR RIOR TOPLAC NGCONCRETETHRUSTBLOCK. AREA FOR 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF PLUG THRUST BLOCKS AS REQUIRED. :f'• 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED A TO SUIT THE SPECIFIC FITTING ARRANGEMENT. TEE W/PLUG 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SEi FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. AREA FOR 45' BEND UL�.I l�/ TEE W/ WYE END PLUG TYPICAL SECTION .I GRAVITY SEWER: SOLID LIGHT GREEN - FCEOR WHITE PVC WITH LIGHT GREEN LETTERING. \FORCE MAIN: WHITE WITH BROWN LETTERING. 21" SEWER F TICE MAINZ --MAX,ISEWER FORCE MAIN 1) PIPE IDENTIFICATION LETTERING: 3) LETTERING A MIN. OF 3/4 INCH IN A. FORCE MAIN: SEWER FORCE MAIN HEIGHT AND APPEARING NOT LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCA IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALL APPEAR ON 3 THE PIPE. SIDES OF THE PIPE AND RUN THE ENTIRE LENGTH OF THE PIPE. 4) LETTERING MUST BE PERMANENTLY IMPREGNATED INTO HIE PVC (IT CAN NOT BE STENCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES NTS TYPICAL METAL PIPE 4" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE SEWER LINE' 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. iHIT ILENE] TNn a3M3S DNn axnas SFWEN UNE' / SEWER'UNE ' 5EWER UNE' 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 3Nn s T"n dUws 5EWER ONE SLW W UNE ' SEWFR uNE SEWER UNE SEWER UNE SEWER UNE PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12" SPECIFIED R unE MAX. SEWER u"E.I I SEWER UNC /� PER PIPE DIAMETER FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON FORCE MAIN AND GRAVITY LINES WFEH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 AREA FOR TEE AREA FOR PLUG SCHEDULE FOR THRUST BLOCK AREAS PFE go 43 22-1 2 11-I 4 a OEIiN B THE am Mo LEND PEW PRESS (WgIES) (w H) (SO 11) (SEI IT) (SO FIT (STI FO (1'h) 4 B 5.3 2.9 3.8 200 a 9.2 5.0 6.5 200 ID Ix °Q 2000 IMNNf OI.UCK N6AE A BC lW VrtU OX 6'GN li un Pa an n. AL R61RNR law orW.a NTC . 10 BE OCM.6tETED of DIG04UL THRUST BLOCK DETAIL 3/4) PANTONE PURPLE 522C PVC- WATER �....R..,Y, . �.I 21" LETTERING MUST BE PERMANENTLY L 1) LETTERING SHALL APPEAR ON 3 SIDES 3 ) E OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PVC (IT LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE SURFACE OF THE PIPE). 2) LETTERING ,SHALL BE A MINIMUM OF 3/4 INCH IN HEIGHT AN APPEAR 4) D PP R LETTERING SHALL BE WHITE OR ONE OR MORE TIMES EVERY 21 OTHER CONTRASTING COLOR. INCHES ALONG THE LENGTH OF THE PIPE. PVC RECLAIMED WATER MAIN RTS TYPICAL METAL PIPE 2.0" - 4' PIPE 76" TAPE IS CENTERED ALONG TOP HALF OF PIPE. , RECLP,IMED WATER MAIN RECLAIMED WATER 6' - 16" PIPE - G' TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE, / NYYI UIIN YINYTJY NM fLY.A VANYtA4 NST u1Ya Ya.Y["C � ,% 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. � , mm 4YY. 41NYDW Nm YLY� mN.va NYA 4MY.. �IYAA ' ,/,/ [_ / 12" SPECIFIED F.Al.PERDIAMETER PIPE DIAMETER PURPLE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON RECLAIMED WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION .LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. a UTILITY STANDARD DETAILS I DATE DEC.. `I 7 loge C8.1 APPROVED D E T O O ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING BETWEEN ROWS IRRIGATING WITH 3/4'7 RECLAIMED 12" ,} WATER DO NOT DRINK 1 1/2" o 36" (MAX) 1/2" BORDER o . . o . . NOTES: I. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. P05T "HALL BE U CHANNEL 12 FT. 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD MAY 1997 FIG. 114 RAISED 1-1/2" LETTERS FLUSH WrrH TOP OF CO "SANITARY' OR "STORMW AS APPLICABLE ALL COVERS USF "AQ" OR EQUAL. i� PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. \-MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD MAY 1997 FIG. 202 F- dd+ M.J. PLUG O '"D O �l M �--++l � POST CAP ---- (NON-METALLIC PAVED AREAS & AT PIPES ONLY) Gr=� o o f o 0 0 0 0 (11 0 0 12" O.C. �E J w TRUSS BARS 0 YY� 0 00 INSIDE WA OUTSIDE WALL ti i 2 TURNBUCKLE 0 ._ 0 BITUMINOUS EPDXY COATINGS Z a JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. ¢ PRE -MOLDED (SEE NOTE 5) PRE -PRIMED JOINT SURFACES SEALER JOINT U �¢ PROTECTIVE 00 Y WRAPPER F l �I � i re u z '3' rd dI FIcc] w 0 REINFORCEMENT AND JOINT JOINT WITH w CN a ti z U z o_ THE ENGINEER AND - I 8" MIN. �zz r w t- a p viui2 M v7 OO o F1- 11 Zz W f- w z z z DU 6 c B a a z m w w N z:1z w o a ca u o 0 o w a W a H Q 0. K1 ai M U Fes-• Fes-• � ") Y O W ,Urr j r' o � 7 C; N M v m r. u m o z x z V Z J 0 W J a f n STANDARD AIRVAC PACKAGE CITY OF SANFORD, MAY 1997 FIG. 207 ooa000000uuau� D QQ Q Q U U u u Cl u u u D UU U El u u u u u Ul UUuuuuuuUDBQQI Q Q Q U 11 0 u u U UUI Q Q QRECLAIMED ❑ -0 I u u u WATQQUI nun rrrrER UUUI Qaauuuu0uuuuul QQUQuuouuuuuul UUQUUuuuuuuOOI uUUUUUUU❑DDgg1 nnnnnnnnnrTnnnl u u u u u ❑UUUD BD❑ ❑BBggqqQ In DQQQuuouuuu uuuuuuuuuuuu uUD Ono Ono SEWER nun uU❑ nun uuuOuUUgUpDO ❑DUDBggqqq ❑QgQBQuu ❑uuuu❑ RECLAIMED WATER SEWER uuuu Lu UDDBBD BDB0Uq❑0Uu qU QQq uuuuuuu uuuuuuuuDUDD uucl U0Q pp❑ WATER pp❑ O0O uuU uuuuuuuuDBBD 0000000000 QUUquuuu uppppu POTABLE WATER I NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL. VALVE BOX COVER DETAILS -T CITY OF SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE --\ SEE NOTE Z MANHOLE FRAME & COVER M.J. PLUG O '"D O �l M ,- a � POST CAP ---- (NON-METALLIC PAVED AREAS & AT PIPES ONLY) Gr=� o o f o 0 0 0 0 (11 0 0 12" O.C. �E J w TRUSS BARS 0 YY� 0 00 INSIDE WA OUTSIDE WALL ti i 2 TURNBUCKLE 0 ._ 0 BITUMINOUS EPDXY COATINGS Z a JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. ¢ PRE -MOLDED (SEE NOTE 5) PRE -PRIMED JOINT SURFACES SEALER JOINT U �¢ PROTECTIVE 00 w WRAPPER F l �I � i re u z '3' rd dI FIcc] b, COMPLETED 0 REINFORCEMENT AND JOINT JOINT WITH w CN a ti V M U z o_ THE ENGINEER AND - I 8" MIN. �zz r w t- a CITY. -19"F•- viui2 M BEDDING ROCK OO o CAST -IN-PLACE PRECAST MONOLITHIC "o vVi a DU f n STANDARD AIRVAC PACKAGE CITY OF SANFORD, MAY 1997 FIG. 207 ooa000000uuau� D QQ Q Q U U u u Cl u u u D UU U El u u u u u Ul UUuuuuuuUDBQQI Q Q Q U 11 0 u u U UUI Q Q QRECLAIMED ❑ -0 I u u u WATQQUI nun rrrrER UUUI Qaauuuu0uuuuul QQUQuuouuuuuul UUQUUuuuuuuOOI uUUUUUUU❑DDgg1 nnnnnnnnnrTnnnl u u u u u ❑UUUD BD❑ ❑BBggqqQ In DQQQuuouuuu uuuuuuuuuuuu uUD Ono Ono SEWER nun uU❑ nun uuuOuUUgUpDO ❑DUDBggqqq ❑QgQBQuu ❑uuuu❑ RECLAIMED WATER SEWER uuuu Lu UDDBBD BDB0Uq❑0Uu qU QQq uuuuuuu uuuuuuuuDUDD uucl U0Q pp❑ WATER pp❑ O0O uuU uuuuuuuuDBBD 0000000000 QUUquuuu uppppu POTABLE WATER I NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL. VALVE BOX COVER DETAILS -T CITY OF SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE --\ SEE NOTE Z MANHOLE FRAME & COVER M.J. PLUG VALVE CONTINUOUS COLOR CODED 14 GAUGE INSULATED WIRE � POST CAP ---- (NON-METALLIC PAVED AREAS & AT PIPES ONLY) WAsrEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD -IN UNPAVED AREAS (SEE FIGURE 107) m�... 4: ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON 1111 ­ BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. 'THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 203 4" THICK 3000 PSI LIMITS OF SITE TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN S' OF FENCE LANDSCAPED AREA (3' MIDI) 5' MIN. CHAIN FE CES, RTU ANTENNA PER SECTION N 2 .3.10 AND 46.8 OF T iE MANUAL g (SEE FIGURE 304) g ; VALVE VAULT WET WELL CONTROL PANEL 5' IN (SEE DETAILS) 5' z HOSE BIBB 10' WIDE g MINS CONCRETE z o 1" WATER SERVICE R/W _ 5' (MIN. vA 5' SIDEWALK �� 2 - W SWING GATE G_ WATER METER /BACK 4' MIN BACK OF CURB STREET LIGHT _ _ 5, C/L - PUBLIC R/W �-- W * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL. NOTES: 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER. 4. UEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (1" = 2U' MIN.) SITE SPECIFIC DETAILDRAWING PUMP STA"'(IQN TYPICAL SITE PLAN CITY OF SANFORD MAY 1997 FIG. 300 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) O FINISHED GRADE N -III -III III-III-�' i-1 I I-1 I L I� I I Iv --- 24" DIA. MIN. 3000 PSI CONC. O 4 NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD MAY 1997 FIG. 116 LOT WYE WITH 6" BRANCH LINE 5' MAX. 6" 45' -� BEND REMOVABLE SERVICE CLEAN-OUT PLUG (TYP) (SEE NOTE 2) z J SEWER MAIN SIZE VARIES WYE WITH 6" BRANCH SERVICE CLEAN-OUT / (SEE NOTE 2) �( PERMANENT PLUG (TYP) LOT LINE 2 6" 45' BEND SERVICE CLEAN-OUT PLAN (SEE NOTE 2) CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS FINISHED GRADE - 6" PVCSLOPE TO TERMINAL DEPTH AT 1.09 MIN. (TYP) TERMINAL DEPTH ROTATE �6" PVC AS REQUIRED FOR 30' ( TYP. SPRING LINE SERVICE (3' MIN.) TERMINAL DEPTH SEE ) NOTE 1 (TYP•) AS REQUIRED FOR ( SERVICE (3' MIN.) SEWER MAIN (TYP.) SINGLE DOUBLE SERVICE I SERVICE PROFILE #9 ALUM. CLIPS MANHOLE FRAME & COVER 2'-O" MAX. 10'-0" TO CENTER MAX PURLIIpOSTATOION (SEE FIGURE 202) SET COVERS FLUSH IN � POST CAP ---- TOP RAIL PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN 777 UNPAVED AREAS. <�•/ f o -_/�� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 12" O.C. -6" MIN. w TRUSS BARS 3 ' -0" MAX. 3 PRESSURE 5' 2'-0" '. INSIDE WA OUTSIDE WALL 2 TURNBUCKLE PRE -PRIMED BITUMINOUS EPDXY COATINGS yr o JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. ¢ PRE -MOLDED (SEE NOTE 5) PRE -PRIMED JOINT SURFACES SEALER JOINT QUAL PROTECTIVE 00 w WRAPPER BENCHING PER SPECIFICATIONS—._121'1„ D o (WRAPPER TO >BE REMOVED) b, COMPLETED REINFORCEMENT AND JOINT JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE -OUT SQUEEZE -OUT THE ENGINEER AND - I 8" MIN. --i 1 I - -• 1 12" BY THE 9„II 9I' CITY. -19"F•- SEC= --19"F--DETAI M BEDDING ROCK Z' MIN. CAST -IN-PLACE PRECAST MONOLITHIC CONCRETE BASE BASE FINISHED GRADE - 6" PVCSLOPE TO TERMINAL DEPTH AT 1.09 MIN. (TYP) TERMINAL DEPTH ROTATE �6" PVC AS REQUIRED FOR 30' ( TYP. SPRING LINE SERVICE (3' MIN.) TERMINAL DEPTH SEE ) NOTE 1 (TYP•) AS REQUIRED FOR ( SERVICE (3' MIN.) SEWER MAIN (TYP.) SINGLE DOUBLE SERVICE I SERVICE PROFILE #9 ALUM. CLIPS THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 1 7-12 13-20 21-25 26-35 2'-O" MAX. 10'-0" TO CENTER MAX PURLIIpOSTATOION SPACING 58-60 � POST CAP ---- TOP RAIL POST CORNER - STRETCHER BARS N9 TIE WIRES o 3 FABRIC ff' ROUND 12" O.C. I GS 2" MIN TEE--,,, TRUSS BARS LINE POST PRESSURE (SEE NOTE 1) BRASS DRAIN VALVE GAUGE 2"((ROSS 2 TURNBUCKLE TENSION WIRE GRADE 2" MIN DIA PIPE BALL CHECK V LVE (FULL FLOW) HORIZONTAL E408 MODEL FLANGED TEE. H2145 FLO- OR APPROVE QUAL INFLOW 3000 PSI CONCRETE 'L"' --i 1 I - -• 1 12" FENCE DETAIL 3/8" ADJ. GATE POST 1 r GATE CORNER TRUSS RODS •-I r GATE FRAME i- GATE POST 12" -III �6" --.._.._.- 6"J� I�12" 20' MAX. DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD MAY 1997 G. 304 NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES Sc NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. SANITARY SEWER LATERAL DETAIL FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT (DEZURIK MODEL NO. 344 OR AN APPROVED EQUAL) PROPERTY LINE PROPERTY (RIIHT-0F-WAY 1- 2' CAP (MIN) CAST IRON VALVE BOX Z' BRASS GATE VALVE OUTFLOW NOTE: DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED.' PRESSURE SWITCH DETAIL CITY OF SANFORD MAY 1997 FIG. 305 FOROF MAIN MANH01 F I INFR DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 1 7-12 13-20 21-25 26-35 CONCRETE BOX WITH TRAFFIC TYPE CONCRETE COVER PURLIIpOSTATOION 54-57 58-60 PRESSURE SWITCH (FURNAS MODEL 61-66 69W63L OR APPROVED EQUAL) 2" BRONZE, BRASS, OR BRASS SHUT OFT RESILIENT BALL VALVE VALVES AND FIT I GS 2" MIN TEE--,,, OIL -FILLED PRESSURE BRASS DRAIN VALVE GAUGE 2"((ROSS 2" MIN DIA PIPE BALL CHECK V LVE (FULL FLOW) HORIZONTAL E408 MODEL FLANGED TEE. H2145 FLO- OR APPROVE QUAL INFLOW FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT (DEZURIK MODEL NO. 344 OR AN APPROVED EQUAL) PROPERTY LINE PROPERTY (RIIHT-0F-WAY 1- 2' CAP (MIN) CAST IRON VALVE BOX Z' BRASS GATE VALVE OUTFLOW NOTE: DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED.' PRESSURE SWITCH DETAIL CITY OF SANFORD MAY 1997 FIG. 305 FOROF MAIN MANH01 F I INFR DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 1 7-12 13-20 21-25 26-35 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 2e. SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 247'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE, SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. S. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE PRODUCTS AND MATERIALS: A. PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. 8. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE .NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. � L � L__-- (SEEfDE AIL rTHi+ SHEET)' L - - - - 5U -our CLEANWIT TO BE 7' FROM BUILDING .�--� (SEE DETAIL THIS SHEET) ��'--`r` - 4' SERVICES SIVB-UUI VACUUM VALVE (SCH 40 PVC) STORAGE PIT 'VACUUM MAIN TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" - STAINLESS STEEL MESH TRASH GUARD 90- BEND 90' BEND 4" PVC RISER 4' PVC C.U. THREAUED CAP '�i, .:r '"•til "_ .:'Tt 45' BEND STRUCTURE TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD MAY 1997 FIG. 205 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE --� SEE NOTE 2 RESILIENT SEAT - M. J. GATE VALVE WATER MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) �1 ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER G" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 - TEE PRECAST ': MANHOLE E.- SWALL-._ .�INFLUENr SEWER (SEE NOTE 3) CONCRETE ENCASEMENT ..i OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL �•-- PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER u PRECAST MANHOLE WALL STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL DE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIPE INVENT. MANHOLE CONNECTION DETAILS -T CITY OF SANFORD MAY 1997 FIG. 201 4-9/16" -- - 6-1/4" NIBCO 3" DWV 90' STRIfIET ELL 16. COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG. 206 .CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. APPROVED DEC, 1 7 iggry C8.2 D -ET 002 I UN EA PAD IN /ED AREAS FIGURE 107) ED GRADE 3rABLE CAST VALVE BOX G ROCK 1 NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2, ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES, SEE SECTION 52.3 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD MAY '1997 FIG. 401 BALL VALVE FOR 2 INCHES AND BELOW O.S. & Y. RESILIENT SEAT GATE VALVE. (DOMESTIC AND IRR;R1 (2 REQUIRED) GATION ONLY. 2 R REDUCED PRESSURE DEVICE TEST COCK (T THREADED -_ (NOT REQUIRED WHERE RECLAIMED NIPPLE (TYP.) ALL PIPE AND FITTINGS, MATERIALS, LABOR. AND APPURTENANCES WATER IS UTILIZED) is Z 3 i (V b FINAL GRADE z TYPICAL RESIDENTIAL WOO N7 RECLAIMED WATER RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHUT OFF VALVE - CITY OF SANFORD __[MAY SHALL BE FACTORY -FLANGED. FROM - =04 3 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY i-- DIELECTRIC UNION (2 REQUIRED) 90BEND (2 REQUIRED) •-24"-•--I 4' CONCRETE SLAB \\j\ WITH NO. 6 x 6 W10 x WIG WIRE MESH TO i -p ��- 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 4. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLATIONS WITH BYPASS. 5. VALVES SHALL BE CHAINED CLOSED. 6. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 8. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMULY'S CONNECTION POINT TO THE MAIN. SCHEDULE 40 GALVANIZED - z PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE I REDUCED PRESSURE DEVICE AND FITTINGS W d'- 7- (NOT REQUIRED WHERE RECLAIMED \N ALL PIPE AND FITTINGS, MATERIALS, LABOR. AND APPURTENANCES WATER IS UTILIZED) METER BOX AND LID UNION -� UNION TO BE FLUSH WITH MAIN (SPLICE SERVICE FINISHED GRADE. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE z TYPICAL RESIDENTIAL WOO N7 RECLAIMED WATER RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHUT OFF VALVE - CITY OF SANFORD __[MAY SHALL BE FACTORY -FLANGED. 12" SPOOL PIECE =04 3 3. 12" TO 30" ` CURBABOVE 4" TO 6" N z W INSTALLATIONS WITH BYPASS. GRADE PRESSURE 'ZONE DETECTOR 4. VALVES SHALL BE CHAINED CLOSED. ASSEMBLY AS REQUIRED BY FINISHED ^? ¢4 v THE CITY 5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW GRAD N J J W O a a F a LINE REQUIREMENTS. �oi�N= 0.5. & Y. RESILIENT SEAT VALVES 6• ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (8) INCHES WATER METER UP TO 2" (5 REQUIRED) METER OR AS APPROVED BY THE FIRE DEPT. CURB STOP aW- 90' FLANGED BEND 7. -a- SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS - SEPARATE TAP TO MAIN. IN MOST CASES d CORP. STOP THE IRRIGATION METER WILL BE PARALLEL RODS ON D.I.P. RISER 10 THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: CONNECTION POINT TO THE MAIN. 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 9. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. 10. 4. DOUBLE CHECK VALVES SHALL NOT BE USED WHERE GROUND LEVEL POP UP HEADS ARE IN USE. MJ BEND ( 2 REQUIRED)UIRED) /�k IRRIGATION METER AND DOUBLE CHECK VALVE 0R REDUCED PRESSURE BA KFLQW PREVENTER CITY OF SANFORD MAY 1997 FIG. 503 HYDRANT -� OPERATING NUT HOSE NOZZLE - 24" SQUARE AND - G" THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 'Z - #4 AT 9"- O.C. ALL AROUND /- COMPACTED J BACKFILL SEE NOTE 3 -� VALVE PAD (SEE FIGURE 107) M J HYDRANT ANCHORING TEE G' BEUUING ROCK RESILIENT SEAT GATE VALVE AND BOX MECHANICAL JOINT J (SEE FIGURE 400) WITH RESTRAINERS (TYP.) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD MAY 1997 FIG. 402 O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) ` RODS ON D.I.P. RISER ('TYP) FLANGED 90' BEND 4" CONCRETE SLAB (2 REQ.) WITH NO. 6 x 6 i W10 x W10 •� WIRE MESH �- �%\/i�\/%iYi;i \//e\\\jj /\` \\r\i�✓\\i\\i�\j/% 1/2" PREFORMED JOINT 36" MIN. COVER \\/\/\/�\ ADJUSTABLE PIF!01'\\� MATERIAL BETWEEN \/z,UPPORT SiANDS��'/'\ //! PIPE AND CONCRETE \r\r\raVn ? SLAB (TYP) FROM - TO MAIN `-• '-90' BE (2 REQ.) � L. SERVICE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMB Y UUUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE 2 O REQUIRED) Q IRED 510" MIN CONCRETE SLAB ---*, ABOVE GROUND DEVICE WITH DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE OETECTOR OSSEMB DtslNFwnoN D.fare being Pluced In cervico, all ".a water aaIng shall be chlorinated In ....rdanca with the apaciftcatlona below and Ih. P111ed-ri oullin. in AWWA C-651 Slund-i Procedure far Ot.inf.cling Water Mini . All prorlalona of the Florida Deportment of Envlr -hil Prat•cilan permit shall be compiled with. TEMPORARY JUMPER CONNECTION NOTE5: 1. temporary tui sra'onn«:tlan la required at all ......11... between ..I.Ing u waterma P'cP... d naw water at. Imp -.anent.. 2. The detail above Is to be wood for filling any new water main of any size from (sting active water r alna and for flushing of new main* Up to d INCHES IN OIAMETER (2.5 FPS,ninimum vele'RY) and far pulling bacM,lelegical ample. horn any *ter mato of any size. The To par c.....if.. 'hall be maintained until air., filling, fivahing. Testing and Jlalnlecfbn of the new mal. has bean u .... fully conipl.led and claara.ca for aa• from the Florida O•pmtmenl of E -1-r m•ntul Prolectlon (FDE) and other pertinent u ancfo. have b•a g I list 1.. the tum ai it., ldhi hall also Pb. used to e 1 I ma nta n o minimum oaaure of 2U al I Pr n the new molnn attar dl I P a nleoRan and until the FOEP td Ntna• Ieltor la obtained udegauThrust bluuking and/or restraints shall be provided npv,arlh. a required. Ylpa an and fiHing, weed for ae... oil" the new Pip. to the ziating pipe *hull be d4l.feoted pit., to Installation In ucw dace with AWWA C651, 1992 edition. the tapping s1 .er. and the exterior of the mal. 1. be topped shall be dlafnf•0.4 by vp,aying or ...bbing per ...Ila„ It of AWWA C651-92. I. Flushing of 10 Inches In diamal•r and larger water malna may be don. through the fie -In rely under vary cunhotl,J conditions. The following procedure, *hull be followed: A. The Ii. -In valves shell be op ... led red prison Tested In the prea..1, A the u111I1y company and anglneer to vortfy water tightness prior to Ila -In. Y.".. which an not lealar right shall be cPI... of with a new valva Installed Immediately ad[ ... nt W the ohing valva. tl. Iha temporary jumper connection .hall be constructed u detailed. The lu np•r ccimI"' ahall be ua d to fill the now water In and ler prvvldhog water for bac- f•rl.logiwl sampling of the new nlal. as .9.1,.d by the FDEP permit. • Flushing shall not be atfempled during peak demand hours of the ..,I.Ifnj water main.. • All duwnsiream valve. in Iha system meal be open prior to opening the Ila -In valve. • NeAda for and menlier Ih• preaaura in 1h• Ile -In point. The pr- ­In The existing at,, rnu.t not drop be 35 pal. • It"' 11. -In sive .hall be opened a few turns only, ensuring u pressure drop acro.. the ,.I,. Is greater than 10 P.I. C, Th. Ile -In valva 'hall be l..ked .1...d by the utility company until tluehing begins. U. Iha fie -In vvir• *hull ba opanol only for flushing of Ih* new muln. The piac.dure shall be divested by fha utility carnpuny and obaonad by Iha engin.- E. AN., Ilu.hing, the fie -In weir. shall be cursed and locked In tire closed position by the utility company. 4. The centroolor shall p-ld• documentation denwnahaling that the double chock li-kile. prevention dovice has been tasted and la In good working order at the time of Inah,llotler. 5. Except as required to flush lines of greater Ilion 0 Inches In diameter, the Ile -In valve .hall nmoln chiliad and shall be locked In If,. closed position by the utility company. The 1M -In valve shall nmaln locked closed until the now system has been cleared for use by FOEP and all other pertinent ag.n.I... 6. Upon receipt 1 clearance for use from FOEP and all other perRnonl agonchis, the a .ntra.}or shall remove the temporary Iumper connection. The corporation stops aro to be closed and plugg.d with 2 Inch brows plug.. 7. ai installation and m Inlenonce of the Temporary lumps uvnnocIlQn and uaaoclat•d backflow p-,mllon dwica, fittings, vale, at.. •hall be the-panalblllly of the contracf.r. WATER SYSTEM TESTING: Hyd-folie Testing shall be performed at 150 pound. par quare Inch pr•saur., unlas' otherwise oppr.Yed by the City, for a period of not loss than two (2) haus. Testing shall be in accordance with the applicable provisions as set ferfh In Section 13, AWWA Standard C600 for duclible Iran pipe and AWWA Manual Number M-23 for PVC pipe. tha testing procedure shall Include the continued application of the spoclfied preaaura to the Mat system, for the two hour period, by way of a pump taking supply from a cantulner suitable for rn s ring water loss. The mount of loss hall be 40ormfned by w uring the volume displaced from said ontaln- Should the feet fall, n.ceasary repairs .hall be ompliahed by the contractor and the Md repealed until within the established limit.. The con frac far shall furnish the necessary labor, water pumps, gauges and all other Items required to conduct the r.gml,.d water dIA01butlon system and perform ......cry repairs. TRAFFIC COVER WHERE REQ'D, DOUBLE METER BOX (18" x 24" MIN.) FINISHED GRADE 2„ CAP 2" GATE VALVE' /! 2" 90' BEND J J'!l:?6Cr�, o U 0rcc000 IN Oo Oo O7 Oa C' 000080o�o �c COQ 7 Oc UQbrOr1 Oo �OngjO 7jrOrjO O Oo rC Fj" �rO�)pgOIO,O D�)� tt�CrJ�O �C�cYO<Jd� Qd_Q Q i. FQ PC - � �Q 11 c2Oc�Q C 2" 90' BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. BLOWOFF VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 403 RIGHT OF WAY LINE ---�VARIES BYPASS - FLANGED TEE (2 REQUIRED) VT 0 o METER & STRAINERJ (SEE NOTES 9-10) 2'0" MIN. FLANGED "T' TO BYPASS 1/2' PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB 4" CONCRETE SLAB WITH N0, 6 x 6. WIO x W10 WIRE MESH FROM MAIN n THRUST COLLAR IN RODDED TO 90' BEND OR RESTRAINED TO VALVE AS REQUIRED ADJUSTABLE PIPE BY THE CITY SUPPORT STANDS LIMITS OF UTILITY EASEMENT CONCRETE SLAB DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) - PROPERTY LINE (TYP.) WATER MAIN (fi MINIMUM) CLEANOUT (TYP) g\�\ 4" WATER MAIN (MIN.) FITTINGS AS REQUIRED (TYP.) SEPARATE BOXES M/H REDUCER -1 6" FIRE HYDRANT ASSEMBLY (SEE NOTE 1) RIGHT OF WAY LINE / CURB WATER MAIN 2' (TYP.) SIDEWALK (TYP.) f RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONS'iRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD MAY 1997 FIG. 404 / z \ 5'0" MIN. a•Z .W- W W U V W W - W d'- 7- 2'0" MIN. NOTES 1. ALL PIPE AND FITTINGS, MATERIALS, LABOR. AND APPURTENANCES a � 7 UWW Z SHALL BE SUPPLIED BY THE CONTRACTOR. MAIN (SPLICE SERVICE 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE z TYPICAL RESIDENTIAL WOO N7 RECLAIMED WATER RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS iW CITY OF SANFORD __[MAY SHALL BE FACTORY -FLANGED. 12" SPOOL PIECE =04 3 3. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND DOUBLE CHECK OR REDUCED N z W INSTALLATIONS WITH BYPASS. W z PRESSURE 'ZONE DETECTOR 4. VALVES SHALL BE CHAINED CLOSED. ASSEMBLY AS REQUIRED BY ^? ¢4 v THE CITY 5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW N J J W O a a F a LINE REQUIREMENTS. �oi�N= 0.5. & Y. RESILIENT SEAT VALVES 6• ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (8) INCHES WATER METER UP TO 2" (5 REQUIRED) O O OR AS APPROVED BY THE FIRE DEPT. aW- 90' FLANGED BEND 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 12" MIN. RODS ON D.I.P. RISER 8, A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S 36" MAX. no CONNECTION POINT TO THE MAIN. Q FIN15HED GRADE 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE '!/�j, THE COMPOUND TYPE . / / rr !, I,•`-; 5 90' 10. DOMESTIC C WATER MASTER METERS SHALL BE EITHER %iL//��/ l %i./-Ir�l/�Il-i MJ BEND ( 2 REQUIRED)UIRED) /�k COMPOUND UND OR INLINE TURBINE TYPE an AS DETERMINED FROM THE PROPOSED USAGE AND AS APPROVED BY THE UTILITIES DIRECTOR. TO SERVICE -- THRUST COLLAR RODDED TO 90' BEND OR TOTALLY RESTRAINED AS REQUIRED BY THE CITY DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY 7'METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY - SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30•' 3/4" HOSEBIBB ABOVE W/VACUUM BREAKER 7' SCHD. 80 PVC.- GRADE �- 2" SCHD. 80 PVC PRESSURE GAUGE DOUBLE STRAP SADDLE llf Ilr If[ Z' CORP. STOP 2" CORP. STOP EXISTING o WATER LINE m NEW WATER LINE -- FLOW -- - �-• TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED, CITY TO PROVIDE LOCKING MECHANISM, VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION Z z 0 a•Z .W- W W U V W W Z a W d'- 7- �oI- N ONLY) WITH LOT NUM- a � Z MARK WITH WOOD - a•Z .W- 7 INSULATED COPPER • �oI- N ONLY) WITH LOT NUM- a � 7 UWW Z MAIN (SPLICE SERVICE a N U La :Xgy m J mWW z TYPICAL RESIDENTIAL WOO N7 RECLAIMED WATER X a,oa O iW CITY OF SANFORD __[MAY W Z O = =04 3 V= U N z W W z J Z a ¢ � OW U Z w mWO 3 ^? ¢4 v = Q Y N J J W O a a F a LINE (I" MIN.)SINGLE �oi�N= z 4 3 WATER METER UP TO 2" O O W aW- SINGLE SERVICE F I r)=UZ no Q m an Z MARK WITH WOOD - STOP (1" MIN.) 7 INSULATED COPPER N W ONLY) WITH LOT NUM- a � \ J a W MAIN (SPLICE SERVICE p O Q4 O lied z TYPICAL RESIDENTIAL WOO N7 RECLAIMED WATER �w IRRIGATION SYSTEMAL YOUT CITY OF SANFORD __[MAY W Z 1997 FIG. 505 CORPORATION MARK WITH WOOD - STOP (1" MIN.) PAINTED IDENTI- INSULATED COPPER CAL COLOR & (NORMALLY OPEN) ONLY) WITH LOT NUM- LOCATING WIRE ALONG - BERS MAIN (SPLICE SERVICE CURB STOP z WIRE TO MAIN WIRE) (SEE NOTE 3) a W Z fy w 3 a 3 711AXPROPERTYTUBINGY LINE (I" MIN.)SINGLE METER BO WATER METER UP TO 2" (BY CITY OF SANFORD) SINGLE SERVICE CORPORATION Y -BRANCH 5TOP.(I" MIN.) FITTING (1" x 3/4" x 3/4"') A CURB STOP i Z 2 EA. 7 a � tr w a TUBING PROPERTY (1" MIN.) LINE INDIVIDUAL METER BOXES & WATER METERS UP TO 2" (BY CITY OF SANFORD) DOUBLE SERVICE FEBCO 810 DOUBLE CHECK VALVE Noyes: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 'Z" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LVT(S) TO BE SERVED. 4. METERS 1-I/2' AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. FORD Y202 5. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE YOKE BAR PURPLE COLORED CTS POLYETHYLENE TUBING. METER 6. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE AWWA TYPE BLUE COLORED CTS POLYETHYLENE TUBING. CC THREADS FORD CURB STOP WATER MAIN SV92-323W SADDLE TYPE "K" FLEXIBLE COPPER OR CTS WATER SERVICE CONNECTION DETAIL POLYETHYLENE TUBING (I' MIN) CITY OF SANFORD MAY 1997 -:1G:470 5] RESILENT SEATED BALL VALVES METER BOX AND LID TO BE FLUSH, WITH FINISHED GRADE. 4" TO 6" CURB I PVD DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS. DIELECTRIC UNIONS SHALL BE USED. Y - 12" MINIMUM ABOVE 12" 'TO 30" THE HIGHEST OUTLET ABOVE GRADE POP-UP SPRINKLER HEAD METER .SHUT OFF VALVE CURB STOP d- COPPER SERVICE APPLIES ONLY IF IRRIGATION METER HAS SEPERATE TAP TO MAIN. IN MOST CASES CORP. STOP THE E IRRIGATION METER WILL BE PARALLEL TO THE HOUSE DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION. WATER MAIN J W z0 Z 3 � OL n z J W Y W 2 z-2 LTJ V36 0�tL Z) a V a f 6W0 Oum.v Ory W4 w z V � •L W Q .Q- n. m > w W 7J mfr J J m W 0 m O m0 a m -ww� d OJ W N Z W0 W �1`L 'Wm Uz W a�m3 ¢O 3 Sa=ra-• ua rel. O � aKNZ I � cT'tw - S w W - W N m � F4 - is m W W 3 � U z 7 N W = a � o W a � N1- .L J p O tea O U N 'jt � Ci V v m TYPICAL COMMERCIAL RECLAIMED WATERJERIGAT10ti SYSTEM LAYOUT CITY OF SANFORD MAY 1997 FFIG. 506 NOTES: 1. PRESSURE VACUUM BREAKER (PVB) CANNOT BE INSTALLED WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THERE CAN BE BACKSIPHONAGE. 2. THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM OF THE METER AND DEVICE, 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT LEAST 12" ABOVE THE HIGHEST OVERFLOW RIM OF THE TANK. 4. FREEZE PROTECTION SHALL BE ADDRESSED. IRRIGATION METER AND PRESSURE -VACUUM BREAKER BACKFLOW PREY( NTE CITY OF SANFORD MAY 1997 FIG, 502 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. DEC. 0803 CONTINUOUS COLOR CODED 14 GAUGE CORPORATION CORPORATION 5i0P INSULATED COPPER LOCATING WIRE (POLYETHYLENE TUBING (NORMALLY OPEN) ONLY) LOCATING WIRE ALONG - MAIN (SPLICE SERVICE WIRE TO MAIN WIRE) 30' - 45' CORPORATION Y -BRANCH 5TOP.(I" MIN.) FITTING (1" x 3/4" x 3/4"') A CURB STOP i Z 2 EA. 7 a � tr w a TUBING PROPERTY (1" MIN.) LINE INDIVIDUAL METER BOXES & WATER METERS UP TO 2" (BY CITY OF SANFORD) DOUBLE SERVICE FEBCO 810 DOUBLE CHECK VALVE Noyes: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 'Z" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LVT(S) TO BE SERVED. 4. METERS 1-I/2' AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. FORD Y202 5. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE YOKE BAR PURPLE COLORED CTS POLYETHYLENE TUBING. METER 6. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE AWWA TYPE BLUE COLORED CTS POLYETHYLENE TUBING. CC THREADS FORD CURB STOP WATER MAIN SV92-323W SADDLE TYPE "K" FLEXIBLE COPPER OR CTS WATER SERVICE CONNECTION DETAIL POLYETHYLENE TUBING (I' MIN) CITY OF SANFORD MAY 1997 -:1G:470 5] RESILENT SEATED BALL VALVES METER BOX AND LID TO BE FLUSH, WITH FINISHED GRADE. 4" TO 6" CURB I PVD DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS. DIELECTRIC UNIONS SHALL BE USED. Y - 12" MINIMUM ABOVE 12" 'TO 30" THE HIGHEST OUTLET ABOVE GRADE POP-UP SPRINKLER HEAD METER .SHUT OFF VALVE CURB STOP d- COPPER SERVICE APPLIES ONLY IF IRRIGATION METER HAS SEPERATE TAP TO MAIN. IN MOST CASES CORP. STOP THE E IRRIGATION METER WILL BE PARALLEL TO THE HOUSE DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION. WATER MAIN J W z0 Z 3 � OL n z J W Y W 2 z-2 LTJ V36 0�tL Z) a V a f 6W0 Oum.v Ory W4 w z V � •L W Q .Q- n. m > w W 7J mfr J J m W 0 m O m0 a m -ww� d OJ W N Z W0 W �1`L 'Wm Uz W a�m3 ¢O 3 Sa=ra-• ua rel. O � aKNZ I � cT'tw - S w W - W N m � F4 - is m W W 3 � U z 7 N W = a � o W a � N1- .L J p O tea O U N 'jt � Ci V v m TYPICAL COMMERCIAL RECLAIMED WATERJERIGAT10ti SYSTEM LAYOUT CITY OF SANFORD MAY 1997 FFIG. 506 NOTES: 1. PRESSURE VACUUM BREAKER (PVB) CANNOT BE INSTALLED WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THERE CAN BE BACKSIPHONAGE. 2. THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM OF THE METER AND DEVICE, 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT LEAST 12" ABOVE THE HIGHEST OVERFLOW RIM OF THE TANK. 4. FREEZE PROTECTION SHALL BE ADDRESSED. IRRIGATION METER AND PRESSURE -VACUUM BREAKER BACKFLOW PREY( NTE CITY OF SANFORD MAY 1997 FIG, 502 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. DEC. 0803 LOCK (SCUP . - ,,,.., -111 1/4' DIAMOND PAT. ALUM. COVER PLATE L XX2X 1/4 - 36" Squore D Lightning Arrestor (SP1175) Connected To Wires "all la NC 1 ©CTRICAL CONTROL PANEL FROM POWER SOURCE S. STL, HINGES W/TMAPER A PROOF FASTENERS C (SURFACE MOUNT) CCI �\ PER DUPLEX BPDQ SYSTEM --AS PROVIDED BY BARNEY S PUMPS, INC LAKELAND, FL. NECK IHTRLK. 15.13/16 rs, f 7 TD ASR ATI , R ALARA ALUM. WETWELL COVER "' q S.S. CABLE FLOAT SWITCH GABLE HOLDER ILA t2" 12" _ - 1-t 4 DISCH. ATE VALVE 0+ C_HECK- i 4„ VALVE (SHIPPED - 0 0VCOU.4ECT LOOSE) &CAULKIPPEID LOOSENG R 72" "SCH, 00 PVC DISCH. PIPE FIBERGLASS BASIN - S MP MOOM2 LZ 811 Conc. Slab LIFT STATION DETAIL SCHEMATIC N.T.S N A �� L2.a-rAHC7 C Ns1 i� I CCI �\ PER f 6 R V ECI I NECK IHTRLK. 15.13/16 rs, f 7 TD ASR ATI , R ALARA -.11,1--� 7.118 ASR I A R BILL OF MATERIALS -+of Sao- TS T6 6 --- Til fEC A NCB RAIN CIRCUIT BREAKCR SO -D, QOU24p LA -01 - &rt r7 o -T, _5 L LAG ECB EkERLENCY CIRCUIT 2REAKER SQ -a. 0OUC40 1 T PCBL2 PUHP CIRCUIT BREAKER 50-0. QQUZZ0 or LEAD CCB CONTROL, CIRCUIT BREAKER SO-% QOU110 NSL2 STARTER SQ -p, 8911 KO13, I¢ AUX OL. HCATER SQ -4 D 25, FB 13.9 GR GENERATOR RECEPTACLE RUSSELL STOLL, JRS634HR VN VOLTAGE MONITOR SYRELEG, PSR220 AL ALARA ITGFtT OHIO C. RL3K Ali ALARM.IlORN 1`10(1 AI -3821< v ASR ALARM SILENCE RELAY AA ELEC, AACKVP14A 120 ASB ALARA SILENCE DUTTON TELEMECANIOUE, A113 -3Q1 NCA HAND Orf AUTO SVi1CH CLX, CTM CLAPSED TIME METER ENQLCR, IONG7 ALT ALTERNATOR SYRELEC. PJR-ItO RL Putt LIGHT DIALCQ 95-5710-01-3of,`- ENCLOSVRE 2l'x24'40' FIS START PACK. RUN CAP. JID-I5 START CAP, 130-156 MFD START RELAY, 60• PCI C VM: H a. 0 nil �A ETH N ' ' UL OA 3 �6 FSJ rj4 FSZ rsi All DW1A'SIOaS tll JaM Mort WIIIK War" MAT On , I/r 1T l/2 6 MONIS /2 DIA t.(. HYDROMATIC PUMPS I � f'' HYDROMATIC L nf) PUMPS 3110tES 1/1.20 UHC TND. i% S 1 GEE► ON 6.1/4 DIA K MODEL: SPG & SPGL--Standard Grinder Pumps D� Phvsiccil Data R.P.M. A 8 C D I f 6 H I SP13/061200 15.13/16 10 . 4.5/8 12.13/16 7.118 6 - 13.15/16 3.1/16 d All DW1A'SIOaS tll JaM Mort WIIIK War" MAT On , I/r 1T l/2 6 MONIS /2 DIA t.(. HYDROMATIC PUMPS I � f'' HYDROMATIC L nf) PUMPS 3110tES 1/1.20 UHC TND. i% S 1 GEE► ON 6.1/4 DIA K MODEL: SPG & SPGL--Standard Grinder Pumps D� Phvsiccil Data R.P.M. 3450 MOTOR TYPE ENCLOSED, OIL COOLED INDUCTION MOTOR DESIGN NEM}', TYPE B(30) L00) GENERAL INSULATION CLASS B STATOR WINGING CLASS F MAXIMUM STATOR.TEMPERATURE 268•F MOTOR PROTECTION 61 -METALLIC, TEMPERATURE SENSITIVE DISC, SITED TO OPEN AT 120°C AND AUTOMATICALLY, RESET 0 30-35'C DIFFERENTIAL, ONE IN SINGLE PHASE, TWO IN THREE PHASE VOLTAGE TOLERANCE s 10 K , /r4 414 �0,&Oe*,s _�41 41 2.0 200 230 1 G .1.2 16A 19. 48. 2.3 9.7 2.4 64 .62 .56 .97 • .96 .95 15.6 1 1 ,0 42. 2.0 200 230 a60 3 d 1.2 7.0 8.3 33 2.1 11.4 2.4 .71 .69 .64 .87" .85 .80 6.1 7.2 28.7 < 3.0 16 14.4 575 2A 2.9 11.5 DISCHARGE SIZE I.W IMPELLER TYPE SEMI.OPEN 5 VANE CABLE LENGTH 30' STANDARD 50' OPTIONAL PAINT PAINTED AFTER ASSEMBLY BEFORE TESTING. DARK GREEN, ALKYD, ENAMEL, ONE COAT, AIR DRIED. Temperature: MAXIMUM LIQUID 140'F = MAXIMUM STATOR 266'F OIL FLASH POINT 390'F NEAT SEtISOR Open: Closed: 25"/'F MAX./239'F MIN. 194'F MAX,! 149'F MIN. Technical Data; POWER CORD TYPE STW/STWA WATER RESISTANT WOV, 6010 SENSOR CORD TYPE 16-4 STWA WATER RESISTANT 600V, 60'C, 10 AMPS tl'...••. W '� O V ^J V MOTOR HOUSING CAST IRON - ASTM A•48 CLASS 30 ,L „ CASING CAST IRON ASTM A•48 CLASS 30 C IMPELLER LEADED RED BRASS 085.5.5.5' r- CUTTERS Stationary: Upper (Axial): Lower (Radial): 4400 STAINLESS STEEL HARDENED TO 55.60 ROCKELL C 4400 STAINLESS STEEL HARDENED 10 55.60 ROCKELL C 4400 STAINLESS STEEL HARDENED TO 55.60 ROCKELL C MOTOR SHAFT 416 STAINLESS STEEL o $ S 8 S c $ o { c w HARDWARE 300 SERIES STAINLESS .STEEL HELOSS IN FEET PER 100 FT. OF PIPE 'O• RING$ . BONA N MECHANICAL SEALS Standard: optional. UPPER ANP LOWER CARUOWGERAMIc,'P(PE 21, EIFTCI LOWER TUNGSTEN CARBIDEITUNGSTEN CARBIDE; TYPE 21, 8DI01 UPPER BEARING (THRUST & RADIAL) DOUBLE ROW - BALL LOWER BEARING OILITE BRONZE BUSHING MIN. B•10 BEARING LIFE 60,080 Hfs • H MEMMMONA1 n ;& Ili. cosh 1PIMM"Mu"(01M 111:\ .\ 3 HOLES, 1/4 - 20 UNC THD. X 510 DEEP, ON 61/4 DIA. B.C. 4 HOLES, 5/16 - 18 UNC THD, X 1/2 DEEP EQ. SPACED ON 5 1/2 DIA. B.C. ON HORIZONTAL AND VERTICAL CENTER LINE 13 11/16 ------- 12 13/16 + 132 I t (...._ 4 19!32 _...,. '1 1/4` NPT I DISCHARGE -• 3 1/e R C_ 4, 4 v4 e a SUCTION -- 153/ 16 + NOTE: Casting Dimensions may vary ± t/8 FRICTION CHARACTERISTICS OF WATER FLOW THROUGH RIGID PLASTIC PIPE 0 O WATER FLOW IN GALLONS PER MINUTE •. ■■■ ■ ��■■■PLEASE ■■■r■■■ \ : Ir^ -rI I I I I -T-r -rI I IT 9-rrrrr'... I - r-ri -I r-r'T``-r'rr•rr-, rrrr rrrrr ` tl'...••. W '� O V ^J V SPECIFY IMPELLER O INSIDE DIAMETER OF PIPE IN INCHES (SEE PIPE „ ■■r■■ rrr■r■r■rr■■ y >J 4 r V. P :p' 'l .. •' \ N 'J � P r P •.. K V d N V•, 00 I i I I I I .I, I I1 II 100 ■■Now rrrON ON ■■rr■r■r■■■■ ■■■rr■rr■■r■ 90 ism, ■■rrr �rr■r.•�r mom 0 ■r■■rr■ ■■ ■■ir■■■■� r■■rr■rr�■■ iii HEAD LOSS IN PSI PER 100 FT, OF PIPE o $ S 8 S c $ o { c w ' AD J. 1, 1 1 1 11 • 1' )r� •u HELOSS IN FEET PER 100 FT. OF PIPE ■■�r.'■r!��■■i■rr.r■■■■ri■i■■�■■iiiiii p, 0\U� v ^' � off. � g N c �rrrra__ r�■■■■®�.r■■■ ■■ ■r■■■■■ WATER VELOCITY IN FEET PER SECOND 49 ■■■r■r�►�r.,•rr■rsr■■rr�r■■■r■■rr■ I t -1 I11 1 ,o•HvF - •r N o p v. a u v o 50 �I■I■.�l■I■I■�>cx•r,,�■■ .�rir�►■■r■■rrr■■■ `�e ■rrr.■®� �■ ■■.e■■ r ■ ■■■■■ ■ HOW TO USE THIS NOMOGRAPH:THE ON 40 ■■■r�wrrr■�a �rrrrrrir■�irr■rrr■ (1) select the desired pipe site Inside diameter. EXAMPLE: , BASED ON .THE WILLIAMS AND FORPVC ■■■■■■■r■.wc�■■■■ scars©■r■■■■■■■r■ I n' PR 1.60 A Pipe (L0. -1.747-) 1 HAZE N FORMULA: (3) Place a straightedge on thew two points ■i■r■■■r//rr■►'■■■ ■rharr`.I�r■lr1■r■rr■I 'wM■■■■r1 The points at which the straightedge intersects the Y85(4) a (1) Line up these points with a Blra;ght-edge 3 d 4,866 1 =_ .2083 k__7 d 4.866 ■■■■■ ■■■■■■■!■ ►�■ ■■■Tri.■ ■�i (2) Read 2,6 PSI lot 8 IL) from the 'loss 1.n Read 5.38 FL Per Sec homing ,.city Inw i -friction head in feel of waist per 100 feet of pipe • 20 r�rrr■�■ ■■■ra�r■.�irr■■i■ON ■■ ■■r■■■■ If - Flow in gallons per minute. • , , ■■�c�rre� ►� ■r■ no C - Constant for inside roughness of the ape U 50 lot PVC) 10 ■■sir ■■■�a�.r■ ■■■r■■r�®■r■ ■■■r■■■r■r■■rr■r- ■�■■ .'■■■®■�■■■■r■■■■■■ ■■■■■■rr■■■■r■t■■e ■■■E N ■■■■■rwas Project: Flowers" Distribution Center - Sanford, FL 3 HOLES, 1/4 - 20 UNC THD. X 510 DEEP, ON 61/4 DIA. B.C. 4 HOLES, 5/16 - 18 UNC THD, X 1/2 DEEP EQ. SPACED ON 5 1/2 DIA. B.C. ON HORIZONTAL AND VERTICAL CENTER LINE 13 11/16 ------- 12 13/16 + 132 I t (...._ 4 19!32 _...,. '1 1/4` NPT I DISCHARGE -• 3 1/e R C_ 4, 4 v4 e a SUCTION -- 153/ 16 + NOTE: Casting Dimensions may vary ± t/8 FRICTION CHARACTERISTICS OF WATER FLOW THROUGH RIGID PLASTIC PIPE 0 O WATER FLOW IN GALLONS PER MINUTE -T_T_Trr r 7vF-`" T-r-r-(-rr-rr frr 7,.� \ : Ir^ -rI I I I I -T-r -rI I IT 9-rrrrr'... I - r-ri -I r-r'T``-r'rr•rr-, rrrr rrrrr ` tl'...••. W '� O V ^J V q p p p p �+ �Q^ per�••• ��jj o t T -. L O J p C \J^. 'O O O INSIDE DIAMETER OF PIPE IN INCHES (SEE PIPE SIZE TABLE) - N y >J 4 r V. P :p' 'l .. •' \ N 'J � P r P •.. K V d N V•, 00 I i I I I I .I, I I1 II HEAD LOSS IN PSI PER 100 FT, OF PIPE o $ S 8 S c $ o { c w ' AD J. 1, 1 1 1 11 • 1' )r� •u HELOSS IN FEET PER 100 FT. OF PIPE p, 0\U� v ^' � off. � g N c WATER VELOCITY IN FEET PER SECOND 49 TT I t -1 I11 1 ,o•HvF - •r N o p v. a u v o HOW TO USE THIS NOMOGRAPH:THE SPECIFICALLY ' VALUES ON THIS GRAPH ARE (1) select the desired pipe site Inside diameter. EXAMPLE: , BASED ON .THE WILLIAMS AND FORPVC (2) Determine. trio amount of wator to flow through the pipe. I n' PR 1.60 A Pipe (L0. -1.747-) 1 HAZE N FORMULA: (3) Place a straightedge on thew two points 40 Gal Per Min. Service 2 1-,098 0 1.85 I'65 Q 1.85 The points at which the straightedge intersects the Y85(4) a (1) Line up these points with a Blra;ght-edge 3 d 4,866 1 =_ .2083 k__7 d 4.866 he,Q Ions line and the velocity lino give !nese two values ".,,,under the given conditions.(3) (2) Read 2,6 PSI lot 8 IL) from the 'loss 1.n Read 5.38 FL Per Sec homing ,.city Inw i -friction head in feel of waist per 100 feet of pipe • d - Inside diameter of pipe in inches If - Flow in gallons per minute. C - Constant for inside roughness of the ape U 50 lot PVC) Project: Flowers" Distribution Center - Sanford, FL SE! Job #: 9.728 County: Seminole Date: June It, 1998 Dealgned By: Arthur T. Pollard Checked By: R.D. / A.S. PUMP STATION DESIGN CAPACITY Weekday GPD (Historic) =8278 sf x 0.03 GPD / sf = 248 GPD Peak GPD = GPD x Safety Factor -,248 x 4 = 983 GPD Peak GPH = Peak GPD /12 hrs = 982 / 12 = 82.8 GPH Peak GPM = Peak GPH /60 min = 82:7/ 60= 1.38 GPM WETWELL DESIGN Storage Volume = Peak GPM x 15 min / 4 = 1.38 GPM x '16/4 = 5.2 gallons Depth of Storage = 5.2 gal. / 52.9 gal/ft (36"dia well) = 0.008 feet (use 6" min,) WETWELL ELEVATIONS Top Elevation (Rim) = 43.00 feet Alarm - 38.50 feet Both Pumps On - 37.50 feet Lead. Pump On = 37,,00 feet Pumps Off = 36.50 feet Inlet = 36,45 feet Well Invert - 35,00 feet S.H.W.T. - 38,00 feet PIPING DESIGN 1..28" PVC Pipe (SCH 40) 40.0 If (1) Check Valve @ 11.5 11.5 If (1)Tee @6.9 6.91f (1) Gate Valve c@ 0,9 0,8 If (4) Elbow (W 3_5 14.0 If TOTAL (1.25") 73.3 If Friction Head Loss (1.25" PVC, @33 GPM, C=150, 8.5 FPS) = 73.3 LF x 20/100 = 14.7 Feet Head Static Head (I.E FM - Pump Off Elevation = 38,0 assumed - 36.5 ) (assumed) - 0,5 Feet Head Dynamic Head (forcemaln - all Dumps oro = (assumed) 40.0 Feat Head TOTAL DYNAMIC HEAD = p 54.2 Feet Head PUMP SELECTION Select Model SPG200 Hydromatic Submersible Grinder Pumps with 4.5" Impellers,';1,25" Discharge, 2 H,P., 3450 RPM, 230/1/60 cycle for an operating point of 33 GPM at 55 TDH. ANTI -FLOTATION gALCULATIONS Weight of Water Displaced = (38.0'-35,.0')x(1,5' x1.5'x3.14)x(62.4)= 1,323 lbs Weight of 8" Concrete Slab = (0.67')x(2'x2'x3.14)x(150)= 1,262 lbs Weight of Soil, Ring = (43,0-35.0')x((2'x2'x3.14)-(1:Vx1.5'x3.14)]x(120)= 5,277 lbs Load/lift = (1,262 +5,277)/1,323= 4.94 Safety Factor DECD 1 `l 1998 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF NG ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, ED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, APPROVAL /z -/`7-q.6 DArE / ti FFF tis o 39.2038.40Cic 1Township: FLOWERS R DIIRCN CR Ohl \�\ SEE SHEET C4 FOR GRADING DETAILS FOR THIS AREA�'`� Seminole County Florida 7 \ \ INSTALL 30 LF OF 24" RCP AT 0.2% CR � � \ \ \ \ �� i I�I ( I EXISTING TAILWATER \ LEVATION = 34.73 (EXISTING PIP6� \ �� o c REMOVE EXISTING PIPC AND M.E.S. AND REPLACE WITH 24� RCP SIDEWALK / \ roe J o \ z <1 J SLOPED TO INVERT ELEVATION AT EXISTING HEADWALL. JIM LASH AUTO -- � ` INSTALL 90 LF OF 24" CP AT 0.3% \ 41 41.48 4\;\ `i' 41.10 a�.�0 / o -crew �F9RM-+i�LE' o �J ,-�-.._ _ _ _ `� - 49P=�60-- c>: \ SILT FE CE AT R0� LINE. +�- - - _ - FUU f1� E-� _9 ALK ae. �= -� _ - EW 5' GONG. WALK S8 _ 37 9 z 37.3 - - - - - - - -- - - -J7 -- NEW STREET LIGHT - -� --.-___--------_---- 4 0 1- � - PER INDEX 17SU0 �. � c- - - 38-- - _ cr - 3 - 39 '��� 40J1L--------------------------------- �w - - ---- _______ _ _ - - -------/ __ __ o a _________________________________._-__--------_______ _____-_ _ _ _____ _ _ ____ 40..50--__-_-- -----___------__.___-- ---_.39.88 _ --- INSTALL ATYPE DINLET PER FDOT INDEX 232 ___-------- - EXISTING EDGE OF PAVEMENT _ __------- - --___- -- -- - - - - • ----------�;vr------- .r-----------------------...__ __ 39.41 (T6 -P=38.24^ 18 WIDE SLOT REMOVE EXISTING M.E.S. (INV. -36.6$). REMOVE EXISTING M.E.S. INV. 35,.51 }b };a � .(NORTH)=37.00,INV.r34.32) ( ) 39.56 Ln 39.44 REMOVE EXISTING HEADWALL AND 39.45 INSTALL 10 LF OF 18" RCP ®1 % SLOPE INSTALL 100 LF OF 18' RCP ®1 % SLOPE `L' INSTALL A TYPE D INLET' PER FDOT INDEX 232 s vv) AND A M.E.S. PER FDOT INDEX 272. AND CONNECT TO NEW INLET. wcv (TOP=38.59, INV.=34.59) po INSTALL 10 LF OF 24" RCP AT 1% r - -- ci O. _EXISTING EDGE OF PAVEMENT ___ _-___-__- REMOVE 5895 SF EXISTING PAVING �'- -- ---�_ � ADD 2817 SF OF ASPHALT PAVING o �_ OIL o 0� 4%1 a� b� b� cv - - N� ADD 700 SF OF CONC. SIDEWALK "'� + N o -� -- - --_ - o:J- __41 `� E" _--- 40:38 ------------------ ~~~ ==�� `` a EXISTING EDGE OF PAVEMENT w _ z:L ^_- X5: f: INSTALL 50 LF TYPE F CURB AND 2 FLARED ENDS PER FDOT INDEX 300 `� 4-159-----------_..----_---_--_..- _--------------- 40.02______ � ___________ _---___------- O _�_ _ ,,,- 39.99 40.04 �. i� 41. 9 AND REMOVE EXISTING CURB. SAW CUT PAVEMENT. �` EXISTING-CURB~114j�12 1 ,i' exist. STORM INLET [- w 39.5 �� 39.6 TOP=39.26 ISTING CURB ----------------------- 4o.58 __ - 40.25 ------------------ EXISTING EDGE OF PAVEMENT --______-_____ _ -+__- - -. - - t:._ ________ _ __ _ _ _______ 4_0_._58 _ ____ _ _ X1,51_ - ^- 40.54 _-- - - � �- - � EXISTING EDGE OF PAVEMENT - p- - - ___ ____ _ T ULTIMATE DISCHARGE: ~ N ~nII NII HEADWALL WITH 24" RCP (INVERT u J 4 ELEVATION 34.22) UNDER US 17-92 N o o TO FDOT DRAINAGE SWALE/CANAL CL 0 FLOWINGADD 1499 SF OF ASPHALT PAVING 0-6us HWY 1 QU92 EAST AWAY FROM EXISTING EDGE OF PAVEMENT -------_----40.32_-_---- -----_- 40.28 ----------------- 39 8 4 T EDGE OF PAVEMENT ,_-----------_-----------------------------------------•--------____-__---------------- 0.32___--______-__-- --- EXIS EXISTING -EDGE 40.39 40.30 `�,, -_ � . , ,\ ,.-- 40.98------------------40,95 c 0x02 39/42 4, ARI S ` 40102 40110 41��5 4 1 12 TOCRAT VOLKSWAGON I 'METRO /CHRYSTLER-PLYMOUTH-JEEP I I 40.95 4-P oo '39! 92 40: 02 BBcM AUTO SALES -------39:91 _ r --LEGEND ----- r --PAVING DETAIL----- REMOVE ETAIL- _ REMOVE EXISTING SOD AND REPLACE WITH ASPHALT PAVING. 5/8" OF FC -2 FRICTION COURSE (RUBBER) 3.5" HO r MIX SURFACE COURSE (ASPHAL r MIX TYPE "S-1 ") -� 12" UMEROCK BASE COURSE -- 100% MAX. DENSITY _ 1 = - TI 12" SUBCRADE - COMPACTED r0 957. MAX. DENSITY OFF-SITE PAVEMENT NOTES: ALL PAVING IN ROW -1-0 BF IN ACCORDANCE WITH FDOT REQUIREMENTS. CURB PER FDOT- INDEX .300 AND 302, STRIPING PER FDOT INDEX 17346, AND LIGHT POLE PER FDOT INDEX 17500. Paving and Grading Plan Scale: 1 "= 30' CU 0W �_ 0 0 (73 CD C) 0 ;7U 0 �. CD 0 O E- _ J < < I 00L n- Cn 1;7 0L.Lj V) q, Cn (J� JIM LASH AUTO ,C / RI -1 (30" HIGH INTENSITY) O _ _ "RIGHT TURN ONLY" L FUTURE SIDEWALK J _ 5' CONCRETE SIDEWALK _ ._-__ s r0P 6 -O r NEW 5' SIDEWALK ------ Q rr���r! �rrrrrrrswr a----__ _--------------__.----------____..-__---_.__________ _ _-- _ - -------------- - - ----- ----- - ------------------- --- - - - __ N-.. .. _ 2 N C11 'cl (� __-__�---------- - �_�_ - ::� 4 ��^•_ ___.____ =2 ------------- _---_..----__--___---._-___-__----_---__._-__------.--_-_----- --- --- --- - - - - ----- -- - _ - _ -- - - - - - -- - - 't11 �=---r ---------------- ------------------ - ---- ---------.-------------------------------- --------------- --_------_ -----_-___ 1 50' 120' 170' ARISTOCRAT VO,LKSWAGON METRO 1/CHRYSTLER-PLYMOUI;H-JEQP B&M AUTO 'SALES SALES vF-Y ►\InTF-Q - - I Ili I i v v J 1....J - -- w a� --------_-- __--e ___ -. _---- _.._.._ 01 EXISTING STRIPING. 0 INSTALL 6" SOLID YELLOW THERMOPLASTIC O INSTALL o' WIDE WHITE THERMOPLASTIC LINE. REMOVE EXISTING STRIPING AS SPECIAL EMPHASIS CROSS -WALK. LYL o REQUIRED. WJ 0 REMOVE EXISTING STRIPING. O INSTALL 6 .OLID DOUBLE YELLOW INSTALL O 18" WIDE, 45° YELLOW THERMOPLASTIC " �- O INSTALL_ 6 SOLID WHITE THERMOPLASTIC 01 0 THERMOPLASTIC LINES. STRIPING 10, ON CENTER. LINE. REMOVE EXISTING STRIPING AS C7 O REQUIRED. O INSTALL 24" WIDE WHITE THERMOPLASTIC vi rr STOP BAR AS SHOWN. _ � S t roina Plan I ■ i Scale: 1 "=30' DEC, 1 7 1988� TIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT RITfEN CONSENT. THEY ARE Tb BE USED ONLY FOR THE SITE A� ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. ��� APPROVAL DATE / U.S. HWY 17-92 SANFORD, FL DATE: December 15, 1997 PAVING AND GRADING PLAN STRIPING PLAN FOR US HWY 17-92 R.O.W. DESIGNED BY: DRAWN BY: - AP CHECKED BY: RD SCALE: JOB NUMBER 9%28 SHEET RW1 OF RW2 w a� �> h� �- LLIU I.-- I 03 r� U -� LYL o 00 � WJ 5 n 01 0 C:) S C7 O z LLJ, vi rr n I.L.. _ �a 0 r PAVING AND GRADING PLAN STRIPING PLAN FOR US HWY 17-92 R.O.W. DESIGNED BY: DRAWN BY: - AP CHECKED BY: RD SCALE: JOB NUMBER 9%28 SHEET RW1 OF RW2 J'ft\. __9 r E' std. _ - __. _ �� /f std. 6" Min, * w I �- _ 6" min.* TYPE E TYPE F 6' rel /End Of Curb Surface On Low Side 0/ Pavement To Be 4'Above Lip Of Gutter. Surface -- _ On High Side To Be Flush With Lip Of T]'! Curb Or Curb & Gullet. Edge Of Pavl. Slope Varies PLAN J' I Flexible PoVI. J trans. Tap of curb ..., }-___....�. -- .� Gulie�r PROFILE D Applies to both high and low sides of pavement, low side shown, FLARED END CURB AND GUTTER AND TYPE A CURB CURB AND GUTTER ENDINGS ADJACENT TO FLEXIBLE PAVEMENT INDEX 300 4'-Q'.6 ' 0" Or 6'-6' O„ DN r I For 4' r 2', J' Ur 4'- J" !t + o Seporuto _ _ I 5 �' For 4' Sepvrofor 9" ^/ S` 2'`J" 5?" For 6' Seporolor 52' For 6' Separator / 5;" For W- 6" Sepcl(alor I ' For ©'-6" Se color Pilch Const. Joint With Tool Pitch l { Edge Permitted �" .� Const, Joint With i' Tool _-�_ � _ Edge Permitted ( Typical )� 'n - } - v) let .. r` I� Flexible Flexible Pavement I 6- Pavement I 6 `~� Stabilized Subyrade F- -i `-r Stabilized SUbyrode LONGITUDINAL SECr10N (NOSE) TRANSVERSE SECTION OPTION I 2', J'Or 4'-J" R -4'-0"6'•0" 9r W-6" No Exlia Payment For Pavement Or J'-6" �" I 9" Pitch I Pilch f Some As Above) 5" Plus Friction Course Or Upper i Some As Above) I 5" Plus Friction Course Or Upper I Layer Of Structural Course ( 5j' Min. I 1 {oyer Of Struclu lo/ Course r5i"Min. 1 Flexible I I�'R Flexible J31R Pavement Pavement /- Slobilized Subgradle Slobilized Subgrude ( LONGITUDINAL SECrION ( NOSE) TRANSVERSE SECT" OPTION H TYPE I CONCRETE TRAFFIC SEPARATOR INDEX 302 ■ F Median Median - a a Nark Area / / // i / 0O0' SCO' /r"Work Area I 'Work Venial& Wlth Fla shin / i - ----- • . ' 'Hominy LignK 31 Opjlafil:y) L L c.n5•sucitcn ROAo S i 2 _.----Where Other Constn ction Or eaysfRuc)toN i ISDO FT Vointenince Operations Cccur \Within One (I ) .V%le. Sign! s 1 CONDITIONSTo Be Omitted And S;gh;nT To WHERE ANY VEHICLE. ECUiPMENT, I+axinum Spocing Between Devices (Fr. 1 To Be Cones Or Tuwiar Markers At 25'Canters And Be Coordinated in Accordcnce NCRKERS OR THEIR ACTIVITIES Than To The Speed Limit i VPH) But Nal Greater Type 1 Or Type II Barr;codes Or V rticul Panels With Index No. c"C0. Than 25'For Canes Or Tutu;ar .Varker$ Or 50' Or Drums Al 50'Centers For First 2501, rnereaftar ENCROACH THE AREA CLOSER THAN For Type 1 Or Type H 6crricade5 Or Verticat Cones Or Tucular Masters At 50' Centers And i5'BUr Nor CLOSER THAN 2' TO Panels Or Drums. Type I or Type it aaericcdes Or VerNcotPanels THE EDGE OF PAVEMENr FOR A Or Drums At;CO'Centers. PERIOD OF LESS THAN 60 ANNUrES CONDITIONS WHERE ANY 'VEHICLE, ECUIPMEN r, GENERAL NOTES WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN r l+ ,• +r'n re"!e' rill �C, n I. ., r Y:ro e• / n• r r n C a t ; A ) ] r '/ r+ r r t r w Ya 0 lr J- T ,n , slrir;es is c .d d $ , ' T N T "R THAN 2 0 i nt M rx f d X 7 a CLOSER r air f n; t e o J .rd . 5 BU 3 CeS. d,V Fm (it all times ,o and s%de gf Ire ­;,d-lf. pavemont rct"'Ns, SHE EDGE OF PAVE.uE,vr FOR a 2. if the work operaHOn thac< pros on the ferxvri tfQlr;Q lQnfs or d Carpo d,rvf Qiaensfons are to Do adjusted to ret t d'd PEr7;00 OF 60 ,witiLfrE 5 OR GREA rER wren fCllr or ,%re wart eeniclel inter Ire t/rrotxtl traff;a lands Corditfdns. set Inde/ .go. 600. ;n V ane.,spyr perIN g !l,.Vgt, sfgll:e prgv/Je(j and 7 FLAGrIER sign Jlgil,t sub5tiruird rot the NCRxEAS sign, red flc.;gef ). liner, .felt iS Da,'r'q Ddrrvrmed an o lets/hllnd .JnQ'dded sMll co pos;iloned it the point if lemC/e entry or deporture Xdway in- signs norntuy rcunted :n Ind mdd;an TYPICAL APPLICATIONS rfam Ind wofk orty. Os sm.n1 51VII cd ";"dd, SYM8OLS CHtHy 'Nark 1. lois CCZ pion gls0 7Fpli et to wail performed in me-nedl'an �r+orv. .0. .rCR,iER$ $igns t0 ce fenOr:d or PoUy carefdQ .vnen � wort Culvert a"xlensians % #art Area Iran 2 felt put loss than i5 reel from Me t,. jd it eirner ;Qiemdnt. ;s .'airy hod. $;dd Slope Work 4, Thd. r;rSt two wdln;lrg signs, txn side.. troll wove i fd" x 'd• (min. ; rl, ?,10 COJISTRr1C;.C,v J-gr3 fr. ,;red anti w.^,:n .rant ef:ddas Guardroil 'Mori $l',Yi yx 18" r kin. 1 Orange crani, I!Q,; u d a rYPt 0 i;gnJ 9rfxnd•J and opeeit nq at Qlr times. and dQy1'?n, pef;"A. Flaagg Type ypd D Light Landscaping 'Work vd sn t;gns .rot, De used roe t:ayKjn1 Croyl optllfdlns !2, ,then a. tied race inrerseas the nlgnw7y an wnidn ware 's Cleaning Vroincige 5tracturtl a Type 1 Or Type LI Barricode Or Vertical rypd a L,*gnis and aronle Flogs 2rt not r gvifta. Dd;rg perfarm-1 ogdblorQj Irarf;c 'entrat der;qds sMls Da Rdwor.kir,g Oi/Che5 PdnelOr Drum f 'N;tn Steady Burning L;gnt erected in a0rdgrc0 with offer vvpl;caola rCZ trdexa. Sign installation And Mainldnance At Night Only I. rubu/ar .Varkers 5. me NCPxERS legerd s/qn ,no/ :d Suost"NI.1 fit she symCol $ign. 'n I m;r 1 r J, r r ie l3. if me work vectis ,n eras not axered 5 v ;s. 1 g Snculde Re„a .Vay Be Used During Daylight Only. 6. L (min 1, NS for speeds e45 mph Wrr;CW1j. rerh2al Xneis, :ones, ivwfar mf,fxdrs. ar drums ffl r ^ e_;rtd ^rov;llQ r•nicles_in the .rQrA arta nQvt 2 w no .e t D Mork Zone Sign M$efor Speeds s 40 lnpn warn;ng figel($ s 00—falln ng, r� Xhdrer 14. For gentf7i rCZ rr, Ji/CmentJ and addir;OCQI 1tf9fTyNQA N • wNtn or ialarat Irinsit;gn in fall refit to index No. 50. S • Posted speed limit I V?H 1. 7114 It ILalllp• AI.MIK"r . It.wwvl•I I•r WQ Will. rowft 'cpor,% rAA'ylN �Pll+ aLrCS MULTILANE DiVIDED OR UNDIVIDED RURAL e DAY OR NiGHT OPERATIONS lN.•.4;ty„«. 7• 1011 6l1' 1is ild tl 0 a' d'. a 1 �h •If '? d' 0 i t d'• 7•; t Y •f•. 6' orae Ebiene � Nr � } jIy '� 1 i � �I , r•Ml, i• i{4 1. ! r , i : f r I -�_ ,. --•-••- L L •t '1 6' talo„ o .v Sl;p 6' rNra Err ^r •:.. J• l9 5.f. �,'_1• 2r s,fr.I � r --1-•I 22 •s.t. J�1- i' 22 $.f. i - ^ r 2J ,t:/.,. _, f-' 25 s •r.• ^„ss^ •^ a"", -"'._:L:: ^FL.^. _r''rl_'.. _ :re a..,ov,•ue ev J. err `-`.t 6'' q' E-rnr,on�,." - 11 21 •L' ^ -rf `il 1' i ft . r :� ILT.r. •• •r ':-... use S.er•, Jt 'neo vv �. S:deJ A+ay rt1- {''.� .�.._ -\.- _ g.t � r tG�-'FL'•' "'\ Genrrou r f s+osr {'. ` ... r - •iA' ?{ : 1"-” tt .""". :Ian :•osJ a•e'. Pvrr.rw•u1 ty r I v sror.a 3e b' i � i '!+ � I.�LRLS-rtL -„ / - Point "Lv.e M t o vet -t•• :ra:r � � _ i�. � k dr91's Elr J;on a icciul P01nr ;• r�ua+ E ;•r ^f fir•,_ _.t• 36 s.f. ,-. x' 21 s. f. 6' Anae Slap �- w LL� I --er¢ -i _..- 5• A,:le ,cue . ^t 17= uEvS r ARE Y+ r- 35 s.l._" 12 s.f. 6 s.f. > 6 t1s•r• �" T^ E PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER R,,-, r,n A,,ow rode hitless VOTES A'Av 10.01 pro x—ol •ntJW.e ofe .seg ------ 'Wdnlr. sae arc+ seats LI, Ixoly po.n Jl,M'v if 'At p7,0"rnr -<sic;f IV s.vi: x sepvafro ,A.GEVS:aNS ARE • On•• i'. frim rnr au._ItM.n<ssoge os v vitnrur Sr ?5 i Dose of int dI•;+ 'o rn xse of me .lisswt 1. PAVEMENT ARROW AND MESSAGE DETAILS A •e^ -v•. ;r .•e ::a r. •: •r. > •:ref •hey Jrc'x Ira. 'n ca o' il w E, D,i•en ytAn:If :ntL�nt Anile- �•I__ --�`�. g i9t Lint ® Jo 6F ::vt it P"O"nl I ; 1 dream IlPC. rtn•1, parry aro r rsMly Guise •int 1 S SZ" p Or4 e. r1. 1' tf +. 345_CO._.: Is SJ!'e 41;1EQ!nof Ve .'At st.A'rr C.i . --.�-`a r,rt -sn•__-G�--•.r_. :e '., K..p, a:7• -. .__ - Jc^'e- i' •! Ow - fs If:NC,e '^,+! 7CVr•rt a'r --'�z -t .• .:0. ,^t E t+0'LW+f Pd33inq prOnip;fea t fti'pw I 1._ -.... -- 0., M,rh• ,rn r7 •'1:1 x .JPs '+Joe. 'it flirt. � � . y x• .... _ .r e t .r rtirt=rCMtrif'rq Lint _t. 3'd'- i.rd 4;",1`7- A�.K 1=1"1 P. T. o9wis Sora frijo,EV' rl,l I or Oil I - r - i I less That (E 't 4'nr ryC,l3k'its, Arn x• y '~ ' I ¢t. __. ' ` i Case A I a -a r 5 -a ,..••r P.T. TYPES OF PERMANENT (ONGiTUDiNAL LINES _ _ - _ _ _ r -� r; - � varies Varies l00 l0 150' v E:�t -'•. NOTES C05 C a , ��_' a atoll r.:iB'-'T'. ser_';s •sA n°u'Qr'+ro _------ I 2 Arrows t Whitt �r 51P M Do vledrchow left lo!n cope 0 (040 �J C? O a ■ e -Ki e v P v, r b or gross ons if fWe f ` - -._ -.- - - ---.- _ -- ` t A,:•e . +r del s :: vs"r C'./ - 6' t :r . ^r 6' 25' 2 n'rravr :rl•s3• tar, .rs .^ - _ -.. - "5• Ante CsVe _._ _ -.'Sc .',e +...wr•• 'Whits dri Is,. o pooing 4 leftst f0 �.:-. VpridJ i - Visits 150"TO � � _ drivers OpprpoeAinp d kfl (yen PLACEMENT OF EDGE LINES cost C sforoge lone. Era vaiV1 � , � ' Ci C� O rJ 1r s V, St.- vn. ns • ■ ik! rt rr pP.v. f .G..., ^r - v. r ! . Slur w rcrm• a1rmKNr V i� W;s!4%A 6 Whit 3 Arfaw'S - � Cplro•s :.w ors rvlrc a1rA Or More' tufo Ignet iwgtr trio 200 /l. AS • x us a. Pa..c Awv _� ' ' odd one arrow for tort; tW f1, A;tn Cpnl,vs, uw+",;s 'L Oil^tars rtJ}''rc. a0111or10l lttpth. ■ I ■ tib A Median D D Dar T W 'k. Area /. �J Where Other Conslrucl;oil i3l' 2640' } 1110'. } I000' ! 500' L { 2GrI'.Vin. i L r Eno Moinfenatxe 0perot;ans Occur T _� T� 2 I CpnSigUCLION Within One (1) Mile, Signs <X- ' �19 To Be Om;Hgd Md Signfnq To ROAb ilus,LaNc� ''"AICNe LA'4 � � Be Coordinated In Accordance canSiPvcno MIL ) !oe i01 \ With Index No. 600 1 NILE •,, 3 ' � Cones Or Tucuiar ,Vorters At 25'Cenlors And Type I Or Type ll Barricades Or Vertical P?nels Moximum Spocing Between Devices iFT.) To Be / Or Drums At,50'Cen(ers For First. 60% Tnerdofler Eaudi To The. Speed Limit ( MPH) But Not Greater Cones Or TtIoular 'Morkers At 50' Centers And Than 25'For Cones Or ruoular Markers Or 50' Type I Or rype II Barricades Or Vertical Panels For Type 1 Or Type U Borricodes Or Vertico) Or Drums At 100`Cenlers. Panels Or Drums. GENERAL NOTES TYPICAL APPLICATIONS I. Work operafionJ sooll of wnffned to one ffoffic Ione, it y;ne g. L f min., 1! Longtn Or floe/ in roils she oQ'zent ions open to IfafRc. N$ to, s.7"js s 4$ ron Pove/nent Resurfocing p N'5 r for sptev3 J 40 lnpn Pavement Repair 2. Alt veh;Cfe3, eay;pmenl, 4Orker3 ani toile wfir'ties are � 1JIMl 'Work I m ill. .Where: r i' I i / e e e deo r pav • rf f fl Imes a One 3 f I CCC 0 oil r • I fr n il' •n of Repair ' to r , • e Bridge e • W. o on d e a' Q cel s 8 pa SYMBOLS a d 3. me lir$t two warning signs, azo Side. s/Vll rare q IB' A rd' n:n, ' S• Posted sped IGn;rfVPHI. GuardrailWork Work Area or2nS,'e flog and o Typt B fight otrocned and aoerof;nq d1 2. Arrows. denoft di,edi«+ of rrare:C only arse da not rafted au tlmrs. gement In 'A;rgs. 9 I x ' (M;n.1 Orange 4• Alt J;qn$ Stoll Dt post mounted if she 00Sure time 0"Cleds 10. Lang;ludilrol dimensions oft to De od%usrad to fir flerd CONDITIONS < Flan with 1 12 yours, conditions. See 'r -21,I No. 600. v Flag And Ty' pd B Light 'WHERE ANY VEHICLE, EWIP.VENT, 5. On undlv;ded n;ghwvy3 she median Signs g$ srvwn ote M Do Di Itfov. H. N'nen work ;3 Dd;rf performed on o :nytt;lcne urdivlae0 rQadwQj WORKERS on THEIR ACrIYi,-IES Type I Or Type II Barricade Or Vertical the signs noenviry monied in me mrd;on las S/awnJ snol/De ENCROACH ON THE LANE ADJACENT Ponel or Drum ('With Steady Burning Uqnt 6. Nnen NWA is performed in the median lane on divrdeo nigrw:y3 the Qm;rted. TO EITHER SHOULDER AND THE Night Only 1, Tuddlar .Yorkers W,r;Cad;nq plan is invOttd and left tone 000 and tine Iecucl;pr Al MI q r h hf s;gnstba3l;Iufed for Het r;gill rune Closed and /ant fcdl,cridn s;g^s. @, Nntrt 0 riot 'oar "•e•sears !ne n;grway on wticn wart /s AREA 2'OurSIDE THE EDGE OF May Be Used During Doy *7 Only. Dt;np DQrrprmeQ. OCC'r'C rot HatfiC control dev;cts 51vil rhe some opplies 10:MndividM n;gnwoys "It's,rhe fol/Q'.rinq 04 -to ;ani: oe efec:ad ;n =o,voint .;In other voolccile rCZ /rale*es, PAVE.Vriss Type 1, Type U Or Type X Barricade Or 1 p) NgrA sholl oe cAhNned within one mrd;an line. 10; Add;frorvl Ve rNcal Panel at Drum ('With F/asn;nq L;gnl1 wfr;CQdes. cones. a+ Nvms RVII qe ploced along rile center,;"., 13. foe gsne,1, rCZ ,m;,tmenls ono a ul;tionot;nlofngtion aDlJlhnq Iha- work pito and OCrO3s me trolling only of tee wort Otto. safer Ia. UrUex .v0. E."C. (p work Zone Sign Nnan work on u 1 d n; tn•oY S acro 3 uc asstne Contorting Mine 30 qs to tncrooch on, ?qlh median fOneJ.'fhe ;overfed plan i3 opal; ed R. Advance 'Warning Arrow Panel to the Opprooch 01"00111 rood-cys. T, $ions and Irvf(,q writiol devices Oft 19 Dr 1VOW"Cof. in. V(XQfQOrx;e 14. INERAilrrENr ,WORK SrOPPAGE Oeta;is !sneer 2 or 2i when n0 work ;3 oeinq performed and the h;grrw0y is open to trarRa. M.O.T. 'Orr: cr,o.n,'e dalr't vpI'v 101 x :nsralrry a++.rts scro.;!'a•1y c lsv •w .r ill mors. use 'I n:p.. SPECIAL MARKING AREA) nh.nr trcr;vnl avow col J •!,torr, "an �o,cw +nr•e ane nvey:,,7'1 It pr saea'wrd r irM, 41M PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS .nue crvnna;ror;m 'J •ra, rev. ••••• ,.L� ''rl. vet �'�JrL.•.4:�-rw'��_ NON-REFLECrNE CERAMIC PAVEMENT MARKER PLACEMENT ror7 /7Jri6r • IM, ne J Irw3N1 I 1•I 'I Tlo• X K r 4 l 0 1 r 1997 rxv,,c cv roix rnlaA.c. Out- J'J•fs M1jLr1LANE, DIVIDED AND UNONiDED• RURAL NIGHT OPERATIONS OR OPERATIONS EXCEEDING ONE DAYLIGHT PERIOD ,. rr •o» y/rI N Ir m r4, Miss. L N . 24' ._ i—SEE NOTE 4 FOR MINIMUM w/DrtfS.--- ALL CROSS•flALI('MARK/Na5 ARE WHITf SPECIAL E•MPHASiS CRO55•WALK SIGNALIZED OR STOP SiGN CONrROLLEo INrERSECr10N Dirtcoon alb 6' While Edge Line id, Wn;l POO t5,, Gore Areo Beginning of.phySical. gore • _ 15, Varies To Be Defer in F;efd •6-•�' -r`5iingse-oW(hie 01 ,^+".-"-�•�-.y-.- ..� � Trgv 6' Yellow- Edge Line <l PAVEMENT MARKINGS FOR TRAFFIC CHANNSLIZATiON AT GORE (TRAFFIC FLOWS iN SAME DIRECTION,) INDEX 173416 Veil, , 1 luv!ifvbt _114l. otOGfd .it. 0'+p9n ''p V•yV k'W I,, pent"/ 5. All rWfnf4 At 1 "'+>rr f l i' tl. unh13 JOINT USE POLES z tot bell." svo it, fav Ira An d nlrgtd via W, xlltl• r. •n< :1f•nd'!f Aid A,- SrVl,de P-4tar 1p.;1 SN14 J+;'i Ietn 10 ww;qr oparf, to let doral/ 6. At Aa Pur, dv I7 A(rd. �a1I 043111.2, pros Kra Ane r�srt 510 dr mllalird t,V3J ftp, d'aUt1 At. 2' S1lp/irry., vutmWs.4, arCst J4 wal 1 W-0. f t e/rtrl;Col Erof of CPWV r $rd%I Hr. 5fulyd file SW; And lcCvly n A L,c10Wt As- SP da, rVild dr 'At C -1:a1 .;,I, Pell 0tJ•0" c«rntfif« Jtaiv « e.' I d fWnnKl pIW fro via of O I" sio,;o d lA SeCllgn 610 Cpnlra[rp,! Arroarlee to eM. V4. of I" Poll Gk, <0ltlx -4 li n,; rM /yl;rairf atilt rFiraJr pr rnr qr rM $l Are 3,SOfar!'f.9lial3 % 'AplirR Wf+1 O,d Wiu. vlsw•nKt p/W. FW PJW Are d/•v9r Ca4lrt,Cl%x. 1. AM— trwWA !n N .11t3 ro pf,9ir foss vast J. sgr9< «wKtprJ. ) pfd 1014's 10 « o"I'd ant tool all et Poll a . 41 Wl, i'oipIMIN nor! A'rw Ge✓.*el, � %~"-'� 1. A Ayll car Nell H :nAldlly dl mKl caK,at :altI' Irc :ttdriPn. .:to dbJninp It � `� �.�2-Aq'A AL tilt Q• sown 1 Cwpt Atn ft. G:v1d A;,P S,'vI'Se A�•ap^td fa '- e 10 Aft 1- 01 -­85ry laS de 'VI 3d'• Cn d vV rr -..- � Na1a rw D.vcler Allis 'Nets. w A—Ald 10 ;1,- ::T Ch Lwn'Aolrr. 1I ro at lrN;oto srvvrr — " a suave dJ Lm VYyraC2iK 1. rw vaNnr:'q Nf; qr4. aro S✓Jr vafeua-..._,�`y Otisef St. Pall 0010 SMv. 9'r.1P t,;f rv3nSal;d PPP r 10.1110 S'ar toao<fS•idrUnc to S,-`,;#) S)W so dr Sex. FJr �I'g d/ryAa'+:7 r'13ra•o1/ CYr •IA1 'f. Sar till A q Ane Al d AIV f.Vp rust. trot X Co -010 'v a vnv+ Crt I I r.v0 Sr.. d— %use. rw clot It I.". Svricr Dvrn All Pd t1 rnr espy (oats l pot fav Q'rl r,Q r.w,WaH ?rA' d m .J Seal at m !KLo,AnGt CIA $KI all oN Ej ,fprAYalf.Lagltd OpwJ;rr a^prpu<t4ly r pfrC CIA CW V S, i SAd a Sar t•CIA ant fa awq 2+ t tattoos r;Jn St4.jg13 $,I.. Suds. Po rs -;rj nuncry r3 AN dI cit C ,g -Cl%i1I } Y y A;rn Lels Tfa'1 to kwrr ✓ctrl of uK SronlMe,awarr A C .V;tw AYr 30113. V.n I I � i .'Vit SpA AI EoCA Poll. .... -- •Ltd 40Nr11. 1 6,Wd 14 L:ttlyd $IWMA}l7 •ro'vro.e Aan vert, I x I .. _ pov Sy:.,cl p� OppasY� ,olvro,e Czry AnxA<d r'tn Sra;rosss 3' Eye 2f owaea :,"'is aMrr. Y. ,Vro- $I t NJF.nr-34t+3. '� all aanl '1'- ,11 • 11 ckcAr'rl ,a A„--o,isvxe A',n 5rr;on jjjQ I00 -n, D, sort Os Is 11 . '23 4 Sf;Irgerr. so. rco•'Yl r0, _ I a n. 11 •' I I . "iuw And Dr;,re vnJv-„c•�w Po e. Sv:uc.I _ :Civ' I IL -JI _y r.oyyary � ii .. 0 ^� r ienc n dart rw pc3sa,'f or �- n1W'ri9lnrL Sn Q . is ,, _ • r svolary '6 4104 G:wa 1 41d'K•--+af rMnpt �r:` I II /;,t xYI1 Nvrs f_Si'l. I 1 11 11 . Tia pt 1 � A�r1� • 61, ;'!-ec, qn sA. Awd So”3rrv,vK ::lav dip.?' PI -K, �' :^...Jird $rune pit D,v;.•die raN,d 4:te n ytxAre Pov- y,L, a-w.�la :,aro Na +•aivt r• a-•0' La'q rn i• A:rro I Ar dor ,•e Eos Dl_ Copdf ',X win. ap0fa.y Gov4 :isrh r At All r •6 arG 1A,,,WN r •A Wrtn! Srr ft, A,4 1' P roil A• top End. -' _j��—jam Jy wlV i s tlar 9 Pa, <J Arc Pd, dv;111. r f Prlitra„cr to ,^,ra!)d Nor tiro. CprolrSr r9.•I'l Pit t1. •W ,nsd;Qr,ld i rHe « to EKsw 1J ti,,e$•I rHN,Yr $vpgy foppa C;,W t C~fw1 Y3. ...-1 e a AnO SNA GP r,4,v Cicav 4 J.'s. 5cnWWt N ?vi' ,avvn. C,!cuif Ca�ICIVS •Lw CONCRETE POLE DETAIL Il CWdul VIt As SN -A m Profs: I ryi-vol) sUR,e PROT crrR snaFICATtaNS t Swrr P,alKra t. IN Vn'r Ntll, i'Aj,yg 0 Awpk 'Alfr<nI ud to'C7.',w Amps. I / SW9t P,pIKfY 9'ONra .'I METAL POLE DETAIL METAL POLE 'WIRING DETAIL d"d report":,r p,17r/ of ew Pmpt 7W a minic„w of A.xV /' la aced RW arsurvzts. /� q Amp roto Sld. 3:. 0.1.. 2. by ilU.3rcN rrsswg iA ss, f,9t, 50 �aoJtc?noJ rg All b, e.3 Slob 2r updr m Avis dant ?""t linin roil I"'. a a". ve,.or'y .arvye xrle,4".:o+wesl:on $timet a Solis don rrgr, lxJQ rrm1. somw*,: CV —r :wr Krvs.: alvprrry roved Aid raitfo'w'K. ;t J. Int .rVl;ry•� fl.C.eal . pl, /r lral op„ wit Ayfliryp;•l,J Grary .wire, f..'r to. tar ip 10 rM xwoio, :vil rw lois Ihln Sia Ir-, , •6 eta �nsuarrd I it Vl.A1 $1/?svry $aro ( 1 1 Niro Cpmrv/;r� All 00,14, Ito OJV/oln I r•• V t. Ire a1„tnl Will "'A :e3$ traA {A) miG,da*p3- ' \\ \ 1 JnaV: savoy topple C,fa/l Co•A.erw, S. ret ;lois "Of C', :nJurorr0 fico v. It aIN!d vd uvllx .icnta,tr'd f'vc CaNu;r. V";.11 Com WJ Av �", Woif "O r I e CYWI S11r AJ SIV— 41 PI -1. I r,lsW'. loft. 1 eVa"!CI AINI , o ,•...'{Y+•uo. 1 r 1101 It AS - 6 to. O, t Sraamt 4u- ry w a. < l w cps 6'w \ q,n Av. is Wavle x iaq rp A, rw offs, IN Wdf M43. l Iairn s'lrrl;0,f h'C' /Iy< o v...f W,f Ales) olMt+;1r K'K t, P'alecrlol, Jron x 441.tr rd rw ;yen Inc •ap v,,Wd i Ca' h mr projKI r.p;ntrt. CONVENTIONAL levr,p,tma.or«t +an.rM A,r9f, u:. ppsird I Fppa. rd E:Vdl. ENTIONAL POLE DETAILS fv I - v.4 apwwlo Wwrd flail )'?iwnai, xr •v :>q awe r4 sat ro nrv/rvl., , tl. rear xvu. At v;,rw . t, lar Vwtco:N of 1 Caws, C ce rrA, ap pvlq ad Podgvlu. • .... hQ � V .vy rNrs:lrocr o Govv n« Io CA[rid 1S .A•w5, r av V. csr�r«:ol rr Ins AnHv ca+n,crw. - o.vrdr,+,nut •aow.ra:J oppv.a rwr r�A,;era, CONCRETE POLE .WIRING DETAIL ».. sr'1 lothI 17500 INDEX 17500 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. I( l.' APPROVAL /,�- DATE U.S. HWY 17-92 SANFORD, FL DATE: December 15, 1997 0 LL.I L0 .moi. U 3 1-j <r Z ® wy- �vr W J LL G ClJ J C) -� r V f Z_ . II V/ i W C 0— 0 Q DETAILS FOR US HWY 17-92 R.O.W. DESIGNED BY: ATP DRAWN BY: AT CHECKED BY: RPD SCALE: NTS JOB NUMBER 9728 j 0 �INISN SGN�nU,� NQ. Room NAME Moog � WLL5 CIU, NT, . I�MPRKS A _.._-.--_--- g --._-_._.-- C Ai A4 0 � F 19'-6,, -19'-6" 16,-2' 21,,0, 24'-0" 22'-10" G Q q O . 1 ., ,_ „ 30-0„ 6'-0„ 5'-Y' 6,-0„ 5,_0,, 6'-0„ 5'-0" 6'-0" 5'-0" 6'-0" 5'-0" 6'-0„ 5'--Y' 6'-0" 4'-4' l • c� 3'-6'1'-6' TYP, v - TOGK. ROOM o roll > C'� Z n N 101 WTA1 5TOW _ Illp I I IIIA IIIA I � IIIA Iilh IIIA IIIA � � NI Ol ,� � 1 I Tyr , � � I 102 STOCK WOM TYP. 1 TYP. rYP. W cca g I +® 00 I A � 61-811 103 (9rrlc� 0 Lj '® VIA4 ® I S � a 103 • 104 MTN' 5 0 =� 6 0 0 0 rj 105 WOMPN' 5 STO ® 0 lai c� /rrr _1-VIU , E IlJISEf CEILING RIDGE LINE 'v� 105U51 , o 106 .Mtfok C11C�l55 0 IIRrlJ61. , C] � 0 0 » 0 To 6 obl TYP, 107 off (c� 0 e •=r '—Q" 10'—Y' 0 01 10 a 1 1 OPFICI; 106 54 5 I 0 lOi 0 10 0 o' 109 arlcl 0 OFI^CGE — 109 • ® lid r zq N [��? I (09 _ o 4 TYP:- SA ES TY�.� 1 1 i 1 IIIZ III't I' Ilia. �IWh Illh IIIA I IIIA IIIR 1 Ei'1'01 ® l/ I t 1 10F3 . ® ..,Ir 0 WA1 HOU5r- ® 1 I - 1 r---- 0 VAM5 �--- 510MW20NT 7 11 / 41, X 7 11 V 41, ANOn, Al UM; WONZ1 T>%MI' 1 t2 GLA55 r , , ,. i KAY NOM5: i ' 7, O 7 LONG, 5tAP,5, V IFY NUMXl2 O 525, . P411,t-1N M5K5, _ # SfM5 O GON�OWN TO ALL STATI AN17 LOCAL COM5. 2, INbiCAT�S �ILLf:p Gl;I,L W/ I 5 IN 3000 P51 <, GONG. Tt17 MOM FOOTING 51flrtrL TO LINTEL SM, 6, WzooF ovf-la'"'. .. . 3, Al., 5TOMpp OW GLAZING CON515T1NG Or 2 X -t NOM, 9, 411 THICK CONCWT� WALK W/ 6 X 6 10/ 10 WWM, WONZ� MGVIZ517 MAW MIN/ 411 MONa FLOAT 5m 5ht PLAN POIZ ��� WALK5, CLA55, S WMV MEW MQUIMP PY LAW, 10. PIIS �M WUI%fegA- 10PC) 11, WkMOU MV MOP 51NK ��Az - 4, M611:2 FPAW 5Y5T(;M W3Y MFM, 12. �L�GTRIC WAT WZ cOWWZ 5, POCK 13 WeR, 13, 5TKICTLM WINt MAGING 13Y MM, 6. -4611 X 4611 MM5T rAN WOTT, a 7'-011 Mf,) Qih, �L�Cj'm WAT1 IZ WATI fz UFiD104N IwE3 139'-�0„ MA S'roPf f poN-r TYM S o ,I 39'-0" =� , 3 j '84'-0" W � B r A _.._-.--_--- g --._-_._.-- C Ai A4 0 � F 19'-6,, -19'-6" 16,-2' 21,,0, 24'-0" 22'-10" G Q q O . 1 ., ,_ „ 30-0„ 6'-0„ 5'-Y' 6,-0„ 5,_0,, 6'-0„ 5'-0" 6'-0" 5'-0" 6'-0" 5'-0" 6'-0„ 5'--Y' 6'-0" 4'-4' l • c� 3'-6'1'-6' TYP, - TOGK. ROOM o roll _ Illp I I IIIA IIIA I � IIIA Iilh IIIA IIIA � � NI Ol ,� � 1 I Tyr , � � I h TYP. 1 TYP. rYP. W cca g I I� 00 I � A Lj VIA4 o I S � a 103 =� 6 H0, rj jRETAIL STO " L 104oM�N2WAt2�HollS�101 lai c� /rrr _1-VIU , E IlJISEf CEILING RIDGE LINE 'v� 105U51 , o C11C�l55 �" IIRrlJ61. , C] � » 0 To 6 obl TYP, LI e •=r '—Q" 10'—Y' 11 a 1 OPFICI; p I I lOi iso 10 I OFI^CGE — 109 Qo lid r zq [��? I (09 _ o 4 TYP:- SA ES TY�.� 1 1 i 1 IIIZ III't I' Ilia. �IWh Illh IIIA I IIIA IIIR 1 I I t 1 10F3 . ..,Ir 1 I - 1 r---- �--- HP, U1 F .. C IIOI 1 10 „ �- TYP,(4 7 'rirP. 2 5 0 b I I o'-0'' 4 27'=4" 3'-0" 6'-0„ 5,_0„ 6'-(Y" 5,T0„ 6,-0,, 5,7T 6'-0" 1 5'-0" 6'-0" 5'-0. 6,-0" 5,-0" A. 61-0a � 20,-4„' ---., � 16" 5,T0,, 101-41' i 4'-0)) 2' : ----- ---- --- — — -� — 10Q'=a" B Al Aa 139,-0„ MA S'roPf f poN-r TYM S o .rrnrr ,4 S.CAE,E i' yy , THS DRAWING D Tv SIG MOWN , AFZL. 'I ME R PE 71( v I AN QE , ..N � P U R . VF - ; .SPRING ENGINEERING; INC. AND ARE'N.OT TO -UE REPRODUCED, COPIED, PURI aliED, OR USED IN .WHQi E OR PART-!)THQUT Alc A4WRITTEN : CONSENT. THEY ARS TO BE U(nD „ONLY FORTHE ,SITE, AND OF' PROJECT IDENTIFIED ANS SHALL BE REFURNEPUPON,, 'REQkJEST. . W � � 4 Q q O z • c� .rrnrr ,4 S.CAE,E i' yy , THS DRAWING D Tv SIG MOWN , AFZL. 'I ME R PE 71( v I AN QE , ..N � P U R . VF - ; .SPRING ENGINEERING; INC. AND ARE'N.OT TO -UE REPRODUCED, COPIED, PURI aliED, OR USED IN .WHQi E OR PART-!)THQUT Alc A4WRITTEN : CONSENT. THEY ARS TO BE U(nD „ONLY FORTHE ,SITE, AND OF' PROJECT IDENTIFIED ANS SHALL BE REFURNEPUPON,, 'REQkJEST. . 7777 - A g Ic IF ____,._.___--______— ` —ori II 2511 .41 2'-O'1 O � A I� TNP: ao I I--�-�- 5-rocK BOOM i I 3 1 Q2 � I I• N 3/ 41' Tib.. LIFT TGP A W/ F L LAM i=1NISH A o - Q • � 1 102 � TM. FIX1;P oq / 0- LAM, i3ACK5V1,A5H WOW W/ 1'L, LAM• (FROVIM PIANO HINCC) \JZ) i \� FINISH - SL .C. OLn6-r s+r 1021 N 00 oa 2 X 4 5rUP5 tV UN 3/ 4" Im. 5U'POiZf W/ M. LAM, FINISH 9 I '`�' p,T, 2 X'# i 0 f3efMN N I A. M5K I MILA.-WOW PE�TAIL, A 5CALE• 1/4"- Ir„0r1/ I qu,, io n AL U11 iVl/I1-7 O PUILT-IN M%5 - 5M WTAIL5 TH15 51fff O INVICM5 rIL W CALL CON515TiN6 Or I 5 IN X000 P51 CONCWTI TVP WOM FOUM6 5ML TO LINTEL 5TMP O ALUMINUM 5TOMMON-r GLAZING CON515TiN6 OF 2 X 4 NOM, PRONZr ANOPIM9 FRAME ANP I/ All WONZE FLOAT 6LA55 TEMPEi2>;P MM MQU F l7 PY LAW, O PIGIP MAW 5Y5SM PY MPM, O PUCK NMPN1 . 6. 48" X -16 EXNAU5f M. O POLYP CONCi M 5TA P5, V> 121EY NUMt3Elz OE MM5, EAPPICM 5-fA R5 TO CONF012M TO ALL 5TAS ANP LOCAL COPE f2EQUIf2 WW5. O k0or 0V0+". 09, h" THICK CONCi21~TE WALK W/ 6 X 6 10/ 10 WWM, 5EE 51T� PLAN WR A MONAL WALK5, 10 EIW WINGU15Wk - E,E• 4A -A0PC LI, WA1 MOUNTED MOP 51NK - %E PL LIMPING PLAN• 12, ELECTRIC WATM COCLIM FLUWING PLAN. 0o. mL CTi21C WATEt2 HEATER - 5ff PL"ING PLAN. V) z 0 (n CK .1-M-4 C ATE MSN O�FI G WALI, 1. Nn 611 8'l CMU WALL. MNP, W/" VW -O -WALL HOM. WW WIND, _ -.�-- " r '1' �-( 5PACen EVEiZY,(21W COLIZ5E, SAND NN15H STUCCO EXT. �t-:J. f�--� rte•.,• !� � ? • . fib" sjbrr I Q �' '•. }', f_ ! .,,1 Y r , /� ANP I / 2" GYP, M, OWE 3/ q+r PXI WOW EUMNG W/ '�i/ +" r1 rr I r,, A { ,' , ;:rf:. / E,G, IN5LLATiON PAM MM.f N FLWING 5VIP5 INT MCMC I8" X 36"H — I 1 / 2" PIA. Y 18 X 36 H M-rA] 5'rO WOMB i �� , . s MII2iZOtZ rr ' �+.. X 42 L - Sit�E OE CMU, GIzAl3 f�Al2 Q I lol I 1 Q 1 I05 .. A. _ , . �" f� C..OIWNTY , 6" CMU WALL WINr, W/ C�UIZ'O�WALI NOiZIZ• VYIf K1;IN�. [)ATE: __ •m �-- • r ..: �121`IATiNG NOPIZ, STi�LICK 05-�-•98 T O � JOINT AL f.- ,� � � l � SPAGI;P �VI:iZY OTI-�12 GOU125�: ALT 5. SE W ANP PNWV EXT, 51M OE CMU AW � �-�� �-r•;�t�:;�;. ,, EWOSW CMU 9tz>%Aa INTMorz SiM orr CMU WALL. w II o JAN11"O� _ 2 X 6 NOMIN& 51a 25 GA: MTI;. 5fL1G516" O.C. Pbkfd11ON ,,- W/ 1/ 2 MX GYFJ30AW IN TOIL T 5117 ; INSLLAT rr -� 13 106 I Q6 I 31 / 2 50UN17 aATTS. WITH INTE�K`101;� - HmtgicAp roi�r-rs ,� z 5CALEr 1/ 4"- 1'-0" 2 X -1 NOMINAL 51ZE 25 GA.'MTL, 5 .LV5 I6" O.C,19M MON W/ I/ 2" aMPOAl2n POM WI 5, IN5LLATE WALL NTH *� � T System No: C.AT40C4 1/ 2" SOUND f3ATT5, J F Hatinc s '2 Lr 4 Hr 5" Item 3 O�� Ic� Y�-r^ /S�' ITt✓ � �,tr!Jr� t l � � f' C .,� J � S CMU. WPI,L,i JNA, 2/ LAR -0 -,WAV -L HORIZ: WW WINE, Z -_, Q 12 COUP., EXl'05�n CMU SUTACE 2 5f'PC�P �V�i�Y Off - Q I WAIZEHOLf15E 511E AN7, - 21 OP...130AW OVER 3/ A ` N 2 ca - %�., oo x ,�,, DATTS p TWETZ N Uf�21NG 5Tt21P: ON OEPICI 51P�, 4 T ED . 9 Sir .. • GA, MIL, 5TLV5 16'! O.C,"PPtnfYfl •.;,.: .,� ,� , ,�..� I � 2 X � NOMINAI. SIZE 25 0 qs �. ,, .• . ;+� .,. .. ,.. ,..^- it aeariny,Wah, Raiitiy-2 Hdt. ,� � �, t ,cir. ; , . WITH 1/ 2 GYP. [30Ad2b 130TH 51M5. C� J, tt ,1 Nonbeariag Wall RatinrJ --2 HR• ::, ° .> r•. ALL WT1 12101, MTL, 5TLt� i'wnoN5 TO W M9 TO A NEIGHT W _ -- t, ., . , ; .' ;4 .• -.^^-- � Or 6" AaOVE CEILING UNL�55 OThiEKK�MS� NOTED, :� �:q••�0: � :" _ � 1071 SLC IQN A -f1 A � 1 J _ I_ � I � J w 4 ( tlalroniol SeUron 1081 Q. 2 t, Floor or Walt Asseinbl` Reii forced .,U<.i htweii ht pI ,$)oi!iial'iv tr )t 1 "_ ,: 000 150. ptf) cpncrete as specified in tli.e table,beigw. Wall r l.ry also be _ Concrete �loeki; Various designs. Clds;,Ification:R-2 (2 hr). constructed of any UL Classified Concrete. plocks"; Max diani of opening 2 t,: Sei Cv SrntM Blocks category fpr..ldst of eligible manufacturers. is'7.1%'1 in.' y,.,! g 00 • T. tlortar--lltacks c•id Indull bei of mortar,, rlom. 3/8 1n, thick, pf not less Conc t block (� t c, ec ar irs tt a F'r K sistance Uir t i 141'. 1 U`9 See fete s, (C. )...•ltt:J Y , i I.e , e ec a Phan, 1 4 an9.,�iot more;than, 3,-a/4 Parts'pf clean sharp sand to t`pa+t for names of lnanufaclurers. d Hand climent,(Proportigr1ed by 4,otum•&).and not more khan 50 perccitt � • hydrated lirne. (by„cement vo,lum Y d n 4. fhroylrah Pe{r4trants, Que non;lletaltic plpe, conduit or tub4rlg 3. Port. nd Ca ri P)' , kd • lJpi is kay9eretl, installed enttler coric4ntficalt Gr eco ntric ll within kI Edrestop s ;temY ' msr(tt St, cto or Gypsum P�ast4r�A d 1/'1 hr to classi y. Y yy . I _ ficat oh'if used, Where combustible membra t' pe, coiniuit o[ tu,briu v be r 91gty gLopcuked pn.both sides vf,j1lq t Af �Q _ r e•s f.4 framed in watt, wall ass nl l :, h lot, t 'e and saes pf onet Clic i - I -- e b Y . { e '?., ) , yp .,S „ ., A P Pes. cond}oits N , p stucco must,b! applied on the face oppgtlte:frdmin to atllieyu a, max. . gg 109, Qj sification.g(;'1-112rhr. Attached to corlcre iotks I 'm: vf:kub+ocJ nivY'tle.used: : �- 4. loolw : aso lc .b (te 1)' St f ri'4'l . di r- nr r ,S a lel r h avi o.:- f) 5&L 5 M, . ,rlry"F1lk�-If all tare spat.cs are frlted with loose dry expanri d A• X41. P Pe .,,.NA t , 1 , an1 (v. s �lte ), ..ciit. �.lr,, 4 (v , slag,`.,O op to.. cta or hal to Y steel pipe. Che annular s ge shall be as s eafie I,ti•, he to le helow� + pp Y 4 .(Ro ry lShcn Proses;), water rg ellant p if • 4... .Ii.,. I _ vetm,Icullts.ma�onfy;fiU ins tatlQri or silicon P R. iron Pi a—Noir 4 in: 4,111 2r smaller cast or uctnite upn i e. The i µ , e treated peitite loose fill W �... ) P.P nsulation add.Z'W,to ctasstcatlon, aululaf s oce,shah be as s ectfied 'ill the table betvw. I d is ,, .. v ., fl r. Fanm®d f'taal c. 9 tlanal-No( hown -- - C: Condo -N r t 4 :in. am [ s n l r s el a to l nie (.P_. , • S t t/z ln. thick n,a:c, f ft wide , it Q t dl (d, r � lP. )). t� lac ca , sheathin ,aittacheq. to concrete Mocks Item i '. or steel coodult, [tie r Malar ac ' sd+ait to as' cified lot th abte tCl 99 l ) . All �P a ,:.. ?Pe • e t. _, J- (4lotex f o ' .--Type ,Thermax below. I pp 1112 "B.earing the UL Classification Markin R. Ca si Tobin -loot 4 in. iani' or<sritalter T L or :I a"vier G g NP • g f., , .. t1 (, " .. • ), . XPiie S l,.a..:. ) • OI is co p.Per tubing. The: annular space sinal( be as Pecihed,nl the table I o MI oO f E. C.o ec PI e-�Nvm �+ in. than (Rr srnalter Rega ar, pr h "avi r c4 e s I 1 101 OL .. . I !Re Ihe;;.annulat,space shall kle.•as s, pf,Igct )n khe lal?te beLvw., CV 110 P e� 4 J. F, f restop �Ystem--,The' F. Ratln of the system is dgR,erldent..upop the :. PARTIAL tyPe of cp lcrete,,tllickiieis df _ ongv e,' annular s ace; ickli! ` liirlte�ia - n s a sd it r riat Ila i n Il s: ltaw,i i + the td le ..lo - _..,- e s r.,lack is ,.0 4 l „•44 s y a,. �, • ._,a ., . , b b „ I iT FLOOR PLAN Min:',' Mb P.aSking ' Hln P�skigg lhrckn•#. Q Annular Haff at; Hd +ri+l.- 1 I INTERIOR (-, ----`. f a I- Cansre • :_ Space ce Thic fss Den: t Rafln ,_ I .o u 1 -411 i t � - . CF, _ 4 HR. I� i R,�: RAT�,D IN:�L L. .. Cpncnt• Ln,� hi: • .In. • P,_ ,_ N I L s* �a EVATI O N S;' r ltyf .. rf t,�ta�a/a J•t.z, t k 4 to 1.1 A N - - A. Packin ate al Mur) 1 yr 5 utr, hickness of illi ,9 or, b, cT I 'S .. ,• , M . 1 , s l? D BY. FzA 1 V.� 1 1-1 R ��/ /� miner ob f,att insulation t nil + ked., n .. , i is [mane t A. N. 11 M ,M :, .ft w t . 1. f r. s1G I .Q .. n.l aS.a a .. � E N. T A I _ e t �. form s e tf ed it . h to lu hove, l ackuu inaterda� t e r tesseol l I I I I L t a• f�. i t ,, tt J ca b, ai a Kc,l Gid `t� CHECKQ. BY, it r f L r i 1 ' l on, to surface v floor r, room, villi s faces o wan as 4.. u ted tv P f ,_p, 4 , Z _ 1 — _1 _•: 2: m _ �� ac nu r h' r , t n of 1 'r_ . n w r o.date t e e uu4d , 1 r k s ... f l nake.. at .. , .. _ . .. B. F 11 V id avit ate i ail e 1 , s r s i p r( M H C k ll err a E d., _e ... y ..a. _ � l f1 at at _Pei.. , ..0 , a � ,ll”. o . UB ,NU,! L 1 r th +rw u u h wn h o rf ce: of flo w th Is su f c o ?� rr C QQ,� e aJ,, l s. (.t.s., ;. k k,.R•su a . 4#-Qr ..dJpt r.a a f, � .- �� �L ► a� 1� v s t ve At. tr < to lar ,. call is pe4lfied>,ln k ie ltilit abpse.pp Tt„ uukact Ca I T� 1 72d3 r it n +, f, t , ` (C1 I . between i e and cu screle, a nn: k z ► ._ d din bea v - Et t r �a ertaTt , , 4 w tt'y L, O i N 't JI .1-M-4 C ATE MSN O�FI G WALI, 1. Nn 611 8'l CMU WALL. MNP, W/" VW -O -WALL HOM. WW WIND, _ -.�-- " r '1' �-( 5PACen EVEiZY,(21W COLIZ5E, SAND NN15H STUCCO EXT. �t-:J. f�--� rte•.,• !� � ? • . fib" sjbrr I Q �' '•. }', f_ ! .,,1 Y r , /� ANP I / 2" GYP, M, OWE 3/ q+r PXI WOW EUMNG W/ '�i/ +" r1 rr I r,, A { ,' , ;:rf:. / E,G, IN5LLATiON PAM MM.f N FLWING 5VIP5 INT MCMC I8" X 36"H — I 1 / 2" PIA. Y 18 X 36 H M-rA] 5'rO WOMB i �� , . s MII2iZOtZ rr ' �+.. X 42 L - Sit�E OE CMU, GIzAl3 f�Al2 Q I lol I 1 Q 1 I05 .. A. _ , . �" f� C..OIWNTY , 6" CMU WALL WINr, W/ C�UIZ'O�WALI NOiZIZ• VYIf K1;IN�. [)ATE: __ •m �-- • r ..: �121`IATiNG NOPIZ, STi�LICK 05-�-•98 T O � JOINT AL f.- ,� � � l � SPAGI;P �VI:iZY OTI-�12 GOU125�: ALT 5. SE W ANP PNWV EXT, 51M OE CMU AW � �-�� �-r•;�t�:;�;. ,, EWOSW CMU 9tz>%Aa INTMorz SiM orr CMU WALL. w II o JAN11"O� _ 2 X 6 NOMIN& 51a 25 GA: MTI;. 5fL1G516" O.C. Pbkfd11ON ,,- W/ 1/ 2 MX GYFJ30AW IN TOIL T 5117 ; INSLLAT rr -� 13 106 I Q6 I 31 / 2 50UN17 aATTS. WITH INTE�K`101;� - HmtgicAp roi�r-rs ,� z 5CALEr 1/ 4"- 1'-0" 2 X -1 NOMINAL 51ZE 25 GA.'MTL, 5 .LV5 I6" O.C,19M MON W/ I/ 2" aMPOAl2n POM WI 5, IN5LLATE WALL NTH *� � T System No: C.AT40C4 1/ 2" SOUND f3ATT5, J F Hatinc s '2 Lr 4 Hr 5" Item 3 O�� Ic� Y�-r^ /S�' ITt✓ � �,tr!Jr� t l � � f' C .,� J � S CMU. WPI,L,i JNA, 2/ LAR -0 -,WAV -L HORIZ: WW WINE, Z -_, Q 12 COUP., EXl'05�n CMU SUTACE 2 5f'PC�P �V�i�Y Off - Q I WAIZEHOLf15E 511E AN7, - 21 OP...130AW OVER 3/ A ` N 2 ca - %�., oo x ,�,, DATTS p TWETZ N Uf�21NG 5Tt21P: ON OEPICI 51P�, 4 T ED . 9 Sir .. • GA, MIL, 5TLV5 16'! O.C,"PPtnfYfl •.;,.: .,� ,� , ,�..� I � 2 X � NOMINAI. SIZE 25 0 qs �. ,, .• . ;+� .,. .. ,.. ,..^- it aeariny,Wah, Raiitiy-2 Hdt. ,� � �, t ,cir. ; , . WITH 1/ 2 GYP. [30Ad2b 130TH 51M5. C� J, tt ,1 Nonbeariag Wall RatinrJ --2 HR• ::, ° .> r•. ALL WT1 12101, MTL, 5TLt� i'wnoN5 TO W M9 TO A NEIGHT W _ -- t, ., . , ; .' ;4 .• -.^^-- � Or 6" AaOVE CEILING UNL�55 OThiEKK�MS� NOTED, :� �:q••�0: � :" _ � 1071 SLC IQN A -f1 A � 1 J _ I_ � I � J w 4 ( tlalroniol SeUron 1081 Q. 2 t, Floor or Walt Asseinbl` Reii forced .,U<.i htweii ht pI ,$)oi!iial'iv tr )t 1 "_ ,: 000 150. ptf) cpncrete as specified in tli.e table,beigw. Wall r l.ry also be _ Concrete �loeki; Various designs. Clds;,Ification:R-2 (2 hr). constructed of any UL Classified Concrete. plocks"; Max diani of opening 2 t,: Sei Cv SrntM Blocks category fpr..ldst of eligible manufacturers. is'7.1%'1 in.' y,.,! g 00 • T. tlortar--lltacks c•id Indull bei of mortar,, rlom. 3/8 1n, thick, pf not less Conc t block (� t c, ec ar irs tt a F'r K sistance Uir t i 141'. 1 U`9 See fete s, (C. )...•ltt:J Y , i I.e , e ec a Phan, 1 4 an9.,�iot more;than, 3,-a/4 Parts'pf clean sharp sand to t`pa+t for names of lnanufaclurers. d Hand climent,(Proportigr1ed by 4,otum•&).and not more khan 50 perccitt � • hydrated lirne. (by„cement vo,lum Y d n 4. fhroylrah Pe{r4trants, Que non;lletaltic plpe, conduit or tub4rlg 3. Port. nd Ca ri P)' , kd • lJpi is kay9eretl, installed enttler coric4ntficalt Gr eco ntric ll within kI Edrestop s ;temY ' msr(tt St, cto or Gypsum P�ast4r�A d 1/'1 hr to classi y. Y yy . I _ ficat oh'if used, Where combustible membra t' pe, coiniuit o[ tu,briu v be r 91gty gLopcuked pn.both sides vf,j1lq t Af �Q _ r e•s f.4 framed in watt, wall ass nl l :, h lot, t 'e and saes pf onet Clic i - I -- e b Y . { e '?., ) , yp .,S „ ., A P Pes. cond}oits N , p stucco must,b! applied on the face oppgtlte:frdmin to atllieyu a, max. . gg 109, Qj sification.g(;'1-112rhr. Attached to corlcre iotks I 'm: vf:kub+ocJ nivY'tle.used: : �- 4. loolw : aso lc .b (te 1)' St f ri'4'l . di r- nr r ,S a lel r h avi o.:- f) 5&L 5 M, . ,rlry"F1lk�-If all tare spat.cs are frlted with loose dry expanri d A• X41. P Pe .,,.NA t , 1 , an1 (v. s �lte ), ..ciit. �.lr,, 4 (v , slag,`.,O op to.. cta or hal to Y steel pipe. Che annular s ge shall be as s eafie I,ti•, he to le helow� + pp Y 4 .(Ro ry lShcn Proses;), water rg ellant p if • 4... .Ii.,. I _ vetm,Icullts.ma�onfy;fiU ins tatlQri or silicon P R. iron Pi a—Noir 4 in: 4,111 2r smaller cast or uctnite upn i e. The i µ , e treated peitite loose fill W �... ) P.P nsulation add.Z'W,to ctasstcatlon, aululaf s oce,shah be as s ectfied 'ill the table betvw. I d is ,, .. v ., fl r. Fanm®d f'taal c. 9 tlanal-No( hown -- - C: Condo -N r t 4 :in. am [ s n l r s el a to l nie (.P_. , • S t t/z ln. thick n,a:c, f ft wide , it Q t dl (d, r � lP. )). t� lac ca , sheathin ,aittacheq. to concrete Mocks Item i '. or steel coodult, [tie r Malar ac ' sd+ait to as' cified lot th abte tCl 99 l ) . All �P a ,:.. ?Pe • e t. _, J- (4lotex f o ' .--Type ,Thermax below. I pp 1112 "B.earing the UL Classification Markin R. Ca si Tobin -loot 4 in. iani' or<sritalter T L or :I a"vier G g NP • g f., , .. t1 (, " .. • ), . XPiie S l,.a..:. ) • OI is co p.Per tubing. The: annular space sinal( be as Pecihed,nl the table I o MI oO f E. C.o ec PI e-�Nvm �+ in. than (Rr srnalter Rega ar, pr h "avi r c4 e s I 1 101 OL .. . I !Re Ihe;;.annulat,space shall kle.•as s, pf,Igct )n khe lal?te beLvw., CV 110 P e� 4 J. F, f restop �Ystem--,The' F. Ratln of the system is dgR,erldent..upop the :. PARTIAL tyPe of cp lcrete,,tllickiieis df _ ongv e,' annular s ace; ickli! ` liirlte�ia - n s a sd it r riat Ila i n Il s: ltaw,i i + the td le ..lo - _..,- e s r.,lack is ,.0 4 l „•44 s y a,. �, • ._,a ., . , b b „ I iT FLOOR PLAN Min:',' Mb P.aSking ' Hln P�skigg lhrckn•#. Q Annular Haff at; Hd +ri+l.- 1 I INTERIOR (-, ----`. f a I- Cansre • :_ Space ce Thic fss Den: t Rafln ,_ I .o u 1 -411 i t � - . CF, _ 4 HR. I� i R,�: RAT�,D IN:�L L. .. Cpncnt• Ln,� hi: • .In. • P,_ ,_ N I L s* �a EVATI O N S;' r ltyf .. rf t,�ta�a/a J•t.z, t k 4 to 1.1 A N - - A. Packin ate al Mur) 1 yr 5 utr, hickness of illi ,9 or, b, cT I 'S .. ,• , M . 1 , s l? D BY. FzA 1 V.� 1 1-1 R ��/ /� miner ob f,att insulation t nil + ked., n .. , i is [mane t A. N. 11 M ,M :, .ft w t . 1. f r. s1G I .Q .. n.l aS.a a .. � E N. T A I _ e t �. form s e tf ed it . h to lu hove, l ackuu inaterda� t e r tesseol l I I I I L t a• f�. i t ,, tt J ca b, ai a Kc,l Gid `t� CHECKQ. BY, it r f L r i 1 ' l on, to surface v floor r, room, villi s faces o wan as 4.. u ted tv P f ,_p, 4 , Z _ 1 — _1 _•: 2: m _ �� ac nu r h' r , t n of 1 'r_ . n w r o.date t e e uu4d , 1 r k s ... f l nake.. at .. , .. _ . .. B. F 11 V id avit ate i ail e 1 , s r s i p r( M H C k ll err a E d., _e ... y ..a. _ � l f1 at at _Pei.. , ..0 , a � ,ll”. o . UB ,NU,! L 1 r th +rw u u h wn h o rf ce: of flo w th Is su f c o ?� rr C QQ,� e aJ,, l s. (.t.s., ;. k k,.R•su a . 4#-Qr ..dJpt r.a a f, � .- �� �L ► a� 1� v s t ve At. tr < to lar ,. call is pe4lfied>,ln k ie ltilit abpse.pp Tt„ uukact Ca I T� 1 72d3 r it n +, f, t , ` (C1 I . between i e and cu screle, a nn: k z ► ._ d din bea v - Et t r �a ertaTt , , U 5`r E� L J VAfl ON 5CA,e: 1/d" — I'-0" !� I�it✓ I L.- Ir I✓ V I I I k_/ I V 5CA,e: I/6" 1'-O" o NOM [�L.E�yAIION SCkI l 1/6" — P -O" NOTE; FoR TES rluwo5E:Or TIS I•EWZ py SHOWN EXTERIOR ELWVATION5 A RELATIVE W" TO 'TI t Tne NOM HA5 MeN 1.6eP. 5EE 9-"f A-1 ANP A-2 FOR TRLf my mATIVE Nom PE5IGNAT1oN, CONTW2PCTOR TO 51.C3MIT TO 51;1 Fot2 API'RoVPL O.H, PooR MANLr-ACTLI W5 Ce"FIEP, EN61WE V 5H01? MWINC45 PRIOR TO I WfALLATION. POOR PE516N MUST MEET EXT1 MOI 1:9OOR A5%WLY M516N Cf2YTEIZIA FOR P05MV1 ANP NEGATIVE PM55La5 A5 OLITLINEP IN TIS LAT) 5f OVITION OF Tif 5.P,C. I v t` Ir l Iw I N I Jr I c-/ 1 v; PEl�orznnfwCE I�aulr�M�NTs; 1, PE516N MIP WE COMP ON Nf5 TO WITM5-fANV MAV PNP LIVE LOAG5 CAJ5rI7 PY f 051T1W ANP N�GATIV� WIND PW,55UT,, ,ACTING NOWAAL TO i'LA�Nr,- Or W&L rU A M516N PM55LK OF 24 L6/ 5C1,PT, A5 WA5LMt9 IN PCCOWPNCE W/ AN51/ A5TM E 130, 2, LIMIT MLLLION PEFLI CTION TO PLEXLM LIMIT OP CLA55 WITH FLLL 12ECOVERY oP GLAZING MATERIPL5, 3, 5Y9MM TO ACCOMMOPAS, WITI-IOLIT PAMAGE TO COMPONENT5 OR PET>rR1012An0N OF 5EPL5, MOVEMENT WITHIN 5Y5TEM. .4, LIMIT Alk LEAKAGE TWZOUGN A5%&0,Y TO 0.06 CFM/ MIN/ 50.PT, O'r WALL AREA, MEA54V7 ATA MFEKENCE PIFFEMNTIAL PM55AaO55 A5%MDLY OF 1.57'p5r. A5 MEA5L11�12 IN ACC0WANCE WITH AN51/ A5fM E253, g, WA -MR LEAKAGE: NONE, WHEN MEASLI2EP IN PCCOWN\a WITH A5TM E331 WITH A TE5T PM55P.1� PIPFEP we of 2,56 L�5/ 5Q.PT. 6, MAINTAIN CONTINLVJ5 AAR ANP VAPM PAWINZ THROI.16HOW A55CMN Y. 7, 5Y5ltM TO Pt20VIPE POR EXPAN510N ANn CONTKACTIoN WITHIN 5Y5TVM COMPONENTS W[THOltf CAUSING PEfl&&NTPL AFFECT TO 5Y5TW COMPONENT5, 5, MAN WATER ENT RING JOIN5, CONPEN5AT10N OCCWING IN GLAZING CHANNEL5, OR MiCiRATIN6 M015TLTRE OCCMNG WITHIN 5Y5TEM, TO eXTFMM PY A MF WAINAGE NETWof ,. COPE COMPLIANCE; ALL EXTERIOR GLAZEP PO0I25 PNP ANY EXTERIOR a AZW OMNIN65 WITHIN 12 INCM5 OF ANY POOR ANP WHic-It P"TOM WCie 15 LE55 THAN 60 INCI-t5 A130VE FINISi-IEP FLOOR C)F WPLKING S�PGE 51 -TALL DE PLJ.LY fEMp)rrZ�P. rf T711', I N= I INK-) I Clv 1. 26 GA. PREFINI5HED GALV. STEEL ARCHITECTURAL WALL PANEL BY MBM (COLOR TO BE CHOSEN BY OWNER). 2. S X 8 X 16 SPLIT FACE ARCHITECTURAL CMU WALL (51.15MIT SAMPLE TO OWNER FOR APPROVAL). 3. ALUM STOREFRONT GLAZING SYSTEM CON515TING OF 2 X 4 NOM. BRONZE ANODIZED FRAMING 4 1/4" BRONZE FLOAT GLA55 TEMPERED WHERE REQUIRED BY LAUD. 4. METAL FASCIA PANELS BEYOND. 5. 24 GA ALUMINUM COATED STEEL ROOF PANELS BY MBM. o. PREFINISHED GALV. STEEL GUTTER AND DOWNSPOUT BY MBM. 1. 10' LONG 24 GA. MTL GRAVITY RIDGE VENT BY MBM. 8. 8" CMU WALL WITH ALTERNATE HORIZ. JOINTS STRUCK SEALED AND PAINTED FINISH. 5. COILING PREFINISHED STEEL OVERHEAD DOOR 10, DOCK BUMPER 11. CONCRETE SPLASH BLOCK, LOCATED AT EACH DOWNSPOUT. 12. CONCRETE WALK - SEE SITE PLAN FOR ADDITIONAL CONCRETE WALK. 13. 1 1/2' DIA. PAINTED STEEL HADRAIL, INSTALLATION TO COMPLY WITH ALL STATE AND LOCAL 5UIDING CODE REQUIREMENTS. 14. TOP OF CMU RETAINING WALL, 15. THRU-WALL EXHAUST FAN (BOTTOM OF FAN 1'-0" AFF.) 1(o, CMU STAIRCASE W/ POURED CONCRETE STEPS. 17. DOCK SEAL$. 10, METAL CANOPY WITH 51GNAGE. 19, WALL MOUNTED LIGHT FIXTURE ABOVE DOOR HEAP HEIGHT 11\20. WALL MOUNTED CANOPY TO MATCH{ ROOF FASCIA, NOTE: ALL ITEMS BY M5M SHALL BE INSTALLED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH MBM, SPECIFICATIONS. DEC, 1 7 Iggo IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, ..INO AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE' OR PART WITHOUT ZIT[EN CONSENT. THEY ARE "T0 BE USED ONLY FOR THE SITE At ,OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. DALE. 8ANF *ID SEMNOLE COUNTY DATE: 05-9$ Q 4.1 V T Cr U M Q 00 z Z Q Q cl0 q z � S IY Cc W [ Z av J Lz T Q EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: 'SCALE: JOB NUMBER 9728 A3 OF A4 i a o O q µ U W E Q ` (� I cL4 .1 DALE. 8ANF *ID SEMNOLE COUNTY DATE: 05-9$ Q 4.1 V T Cr U M Q 00 z Z Q Q cl0 q z � S IY Cc W [ Z av J Lz T Q EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: 'SCALE: JOB NUMBER 9728 A3 OF A4 i i it P�M� 5CAe; 1/2". r -a' �5�1 Apt ; I/2"- r -o"5( Apt XPN l�; I/ 2"- I'-0" 41 2 12 -------------------------- ------- 52-- --- ---- I-- - l30t, OE I FASCIA 4._ � r I. r 1 i0) -- 13 E 12 "HILTI" W1rV6E Paf5 5/ 6" VIA. X 50' LONG 2 a EA. ENV, 2 a MIPVLE. "HILTI" WEDGE PaT5 5/ 8" 19A. X 5" LONG a 161, U.C. 30 3_- ----� - I- 2 3o �ror? 01= I^A5CIA THICK 35000 p51 CONC. 51-P13 W/ 6 X 10/ 10 WWM OV Ik b MIL VI5GLffN ON VWL , COMI'PGT b T�fZMn TWAT1;17 CLAN FILL. --- — --- -- --- -- — _- --- ------ ------ \�` 26. 4" GONG. WPLK W/ 6 X 6 10/ 10 WWM, EOIZ LOCATION OP AWMORAL. - WALK5 E21"MIZ fO 5n PLAN. 47 � _ 27 �8 for a 27.6 1GATT INSLLATION t2-19, i I.INT�L 28. ACOU5TICAL TILE CELING, 5U5PENVEV FROM OILING. " 134f, 0� 29. STEEL ANGLE I3Y M3M. FASCIA 2 1 = 30 CONC. TlE MAM W/ 4 # 5' 5 CONTINUOUS ANP # 3 TIE5 * 36" O.C. 6 5 31. 6" X 6" X CMU WALL W/ HOMZ.12EINP, EVMrzY OTI-Vk COLr25E. 1 I � 1 32, HM POOR ANV t=tzAMl:. .� I5 I 1 I 0 30, 'VINYL PA5E, � ( C 1 �4. METH. TN-r2E5HULV, 20 MUE PAN I -VAP r(M �i5. JOINT PILLEI2, {{ TAPCON51 / 4" PIA. X 2 �V 4" L Q f 3 FM SIVE, i WAV&SILL 1 36. 121VGE VENT, 5LIPPLIE9 PY M13M, ib Z37. 1/ 2" VIA. X 6" X 2" ANCHOk BOLT 5MW MAX, �5' -6'' O.C. 23 58, METAL 5OFPIT W/ P RFMTW PANELS ON METAL 5TLV FLAMING 1 5U5MNVEV NZOM 5TkXfl-rd,::. i' 1 31 39, >" X 3" X 1/ 4" 9MM ANGLE 5UPP012T 5PAaV a 4' -0" O.C. MAX. 3� I� 25 33 20 1--____-_ _ 40, m5emV 1 41. 5" X V" X 1/ 4" 5TML ANGLE LEVGEIZ CON4NUOU5, I TOP a P.P. C 11 '-- C �----- - -_._. I .. 42, PLAHING, -------------------------------------------------- ------------------------------------------ —------------ --- -- rN --- ----------� � -- ---- 43. I/ 2" VW, X 8" X 2" 51L. ANCHOi2 t30LT, 17 i 15 - i 44. Wilt? MAW PRAM. KAY NOMS 15 45. SAW 5TCZLNr. I 10, P CAST CONCK 'IT; LII�ttEL W/ 5 tZOV IN X400 P51 CONGrzETE. 19. 06 V FVAW COLUMN MYONP. I 26 ua 16 I. 24 GA, ALUM. COATW .sf1 1200E PANELS PY M3M. I I I 46. 2 X 4 25 GA MTL, 5TLr75 16" O.C. W,4CI AS MQUIMP. I 11. COILING O.H. VOOIZ. 20. 1/ 2 G.WT3. ON I X 2 P,T. PLr21ZING 16 CC, WITH 5/ 4 47. METAL HAT CHANNEI PLPRING, > I 2. STEEL PLrZLIN PY Mf3M. - >- PII3 kaA55 IN51,LATION IETMI N 5VIP5. I6 5" THICK 3000 P51 CONC, 51,M W/ 6 X 6 6/ 6 WWM OIZ �. 26 GA. P12�-PINISHEV METAL GUTT1rIZ, GOL012 TO MATCH 12. T-911 APCHITECTLm WALL PANEL5. P113EPW51-1 OWIZ 6 MIL VI C N ON WELL COMPA0W, 21. MAt2M3 5U.18 I 48, WOOV 02M ANP MANT. -IL LHE I TEMZMIT� fMAgR CLEAT! PLLL. I a 49. 2" CONC; PAWk. 4. 5EG0NPAr21' PC�AMING 13Y MSM, 22. ALUM. 9170 P120Nr 5Y5TEM CON5151ING OP 2 X 4 NOM. ANOVIZEV ALUM. I Q I 13. VOCK PUMPE12, MAW ANP 1/ 4" FLOAT 6iLA55 TEMP WV W tM 12EQLlli2)*9 PY LAW. °- �--' - 50. 1-1/ 4" VIA, PAIMP STEM HANPM'j INSTALL TO COMPLY W/ &L 5. 26 I9MI`INISHE9 Cv W. 5MML WALL PANEL5 PY W3M. COL(XrO - Pe CHOSEN PY OWNEiZ. 14. 8" CMU PILI.EV W/ 3000 P51 CONCMTE. 23. SILL PLASHING. MATCH ALUM. 5TOi2EPIZONT. _ T-011 %ATI; ANV WC& XUANG COVE iZPQUIPEWIWT5. . 24, 2 X 4 25 GA. MTL, 5TLIV5 a 16" O,C, W/ 1/ 2" GYP, 012, GOTH 51M5 fi 51. 4 - #5 MINP,12Ot75 EA, WAY. 6. 26 GA. PMFIN. METAL TRIM. COLOR TO MATCH MCH, WALL PANELS. 15. I #5 CON I lNUOU5. W/ 3 1/ 2" 50UNb C3ATT515LLATION. DECO r 7 J000 52, NOTCH FLOCK rGR ImTI IZ Py MFM. 7. K.O. MOCK W/ #5 GOWNUOU5 IN X000 P51 CONCMTE. 16. I #5 POV VEI2r. 5PAGEV a 48" CC. MAX. <13EN5) IZOb INTO 5LPr3 MIN. O Ib �jI f }� �i%' rHls DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY of 6 V t�.+ L I N6 5V CV ON SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 8. I #5 VEi2r, IN 3000 P51 CUNGI2ETE CMU CELL. 17, 6" X000 p51 LONG 5LPr3 W/ 6 X 6 6/'6 WWM 01Z PIf3ErzN1E5H1. COPIED; PUBLISHED, OR USED IN WHOLE OR PART WITHOUT SCALE; 1/ 2"- I' -Q" WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN 9. COILING ON,, VOOI2 HOU5IN6. 18. GONCf2E'TE POOiING - SEE POLrJt7ATl0N MAN. �A- PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. z 0 4 U W O 0 \ � �i Dk�l �/ / 4. LU s W W CU w I O N L a 4' V, T,R. Al FLOOR MOUNTED SINK- 2#1 INK-2ri 2'' 4' .Dr WHMEN Ll\1f1v�ILI EWC ELECT. WATER HEATER: RHEEM MODEL NO. 81PV20S 20 GAL, CAPACITY, SINGLE ELEMENT AT 2,000 WATTS, 115/1/160 (PROVIDE GALV. MTL DRAIN PAN WITH DRAIN 'TO F,D,) 'TO SANITARY LIFT STATION PLUMPING PLAN r. 4� `q I W.c, I I 2' I 4 2' I i LAV, L,W.G. I SINK wrL0012 MOUNWI:n SINK C.I r.12r i C_f F 191TO 5AMTA12Y LIrT Q 5,fATION WA5-M PIS nI I IA/TITA I!- k ir-i-rr-r. r LUI'IDlINU IVU I C 3 UNIT SCHEDULE d L PLUMBING CONTRACTOR SHALL VERIFY ALL FEES MARK AHU-1 MARK WHICH ITEM WAS INSTALLED FIRST, PRIOR TO CONSTRUCTION AND PAY ALL SERVICE TRANE GNER IS TO STATE WHICH EQUIPMENT, PIPING, AND CONNECTION CHARGES, ELEC. 208/3/60 ETC. IS TO BE RELOCATED REGARDLESS OF MCA 43 TOTAL COOL'G CAP 91 MBH WHICH ITEM WAS INSTALLED FIRST. 2. PLUMBING CONTRACTOR SHALL VERIFY INVERTS NOM, CFM 3040 AND LOCATION OF ALL GAS LINES, SANITARY 5, ALL PLUMBING FIXTURES AND THE INSTALLA- SEWER, STORM DRAINAGE, AND DOMESTIC WATER FLA/LRA 1.7/3,6 MAX. FUSE/BRK'R TION THEREOF SHALL MEET THE LATEST EDI - SERVICES PRIOR TO CONSTRUCTION. 8.9 TION OF THE 'STANDARD PLUMBING CODE', 6. CONTRACTOR SHALL FURNISH ALL MATERIALS 3, EXACT LOCATION OF PLUMBING FIXTURES SHALL R-1 AND LABOR FOR A COMPLETE PLUMBING SYSTEM. BE COORDINATED BETWEEN TRADES AND VERIFY THERMOSTAT WITH AUTO, CHANGEOVER AND DUAL SETPOINTS, 12' X 12' MUD. W/ WITH DESIGNER, 7. CONTRACTOR SHALL VERIFY FIXTURES AND J 5) INTERLOCK AHU WITH EXHAUST FANS, THEIR LOCATIONS, PRIOR TO BEGINNING WORK, 4, PLANS AND SKETCHES ARE SUBMITTED 'TO LIMIT' a WITH THE LATEST ISSUE OF THE ARCHITECTU- EXPLAIN AND DEFINE CONDITIONS, SPECIFIED SERVICE TOILET WAREHOUSE RAL DRAWINGS, REQUIREMENTS, PIPE SIZES, AND MANNER OF 8. WATER PIPING SHALL BE TYPE 'L' COPPER ERECTING WORK, STRUCTURAL OR OTHER TYPE IN-LINE WALL -MOUNTED 1) INTERLOCK UNLESS OTHERWISE SPECIFIED. CONDITIONS MAY REQUIRE CERTAIN MODIFICA- AT TOILET, S.P, 25 .25 2) PROVIDE SPEED CONTROL TIONS FROM THE DESIGN SHOWN, AND SUCH 9. ALL HOT WATER PIPING SHALL BE INSULATED DEVIATIONS ARE PERMISSIBLE AND SHALL BE i WITH APPROVED INSULATION WITH A WALL MADE AS REQUIRED, HOWEVER, SPECIFIED SIZE SR-SIDEWALL REGISTER D-75 OPPOSED BLADE DAMPER THICKNESS OF NOT LESS THAN 1/2'. AND REQUIREMENTS NECESSARY FOR SATISFAC- TYPE 'S' & 'R' AIR DEVICE ARE "TO BE FLUSH FACE CEILING TORY OPERATION SHALL REMAIN UNCHANGED, 10. WASTE PIPING SHALL BE SCHEDULE 40 DWV IT MAY BE NECESSARY TO SHIFT PIPES AND PVC UNLESS OTHERWISE SPECIFIED, THESE CHANGES SHALL' BE MADE AS REQUIRED, 11, CLEANOUTS SHALL BE PROVIDED AS SHOWN ON ALL SUCH CHANGES OR DESIGN MODIFICATIONS REMARKS PLANS AND AS SPECIFIED IN PLUMBING CODE, SHALL BE REFERRED TO THE DESIGNER FOR APPROVAL BEFORE PROCEEDING, EXTRA CHARGES 12. TRAP SIZES1 SHALL NOT BE ALLOWED FOR 'THESE CHANGES, WATER CLOSET .....r.3' THE CONTRACTOR SHALL REALIZE THAT THE URINALS.................„2' DRAWINGS COULD DELVE INTO EVERY STEP, LAVATORY ..,,,,,„.J-1/2' SEQUENCE, OR OPERATION NECESSARY FOR SINK .........................I-1/2' THE COPLETION OF THE PROJECT WITHOUT DRINKING FOUNTAN....... 1-1/2' DRAWING ON THE CONTRACTOR'S EXPERIENCE FLOOR DRAIN........ 3' MIN. OR INGENUITY, HOWEVER, ONLY TYPICAL LAYOUT IS SHOWN ON THE PLANS, IN CASES WHERE THE 13, WATER CLOSETS SHALL BE WATER SAVING CONTRACTOR IS NOT CERTAIN ABOUT THE METHOD TANK TYPE, OF INSTALLATION OF HIS WORK, HE SHALL CONSULT WITH THE DESIGNER, 14, FLOOR DRAINS SHALL HAVE TRAP PRIMERS AND LACK OF DETAILS SHALL NOT BE AN EXCUSE METAL STRAINERS, FOR IMPROPER INSTALLATION, IN GENERAL, THE DRAWINGS ARE DIAGRAMMATIC AND THE 15. ELECTRIC WATER COOLERS SHALL BE SELF CON - CONTRACTOR SHALL INSTALL HIS WORK IN A TAINED, WALL MOUNTED UNITS WITH STAINLESS MANNER SO THAT INTERFERENCES BETWEEN STEEL FINISH. THE VARIOUS TRADES IS AVOIDED, IN CASES WHERE INTERFERENCES DO OCCUR, THE DESI- 16. JOINTS BETWEEN FIXTURES AND/OR FLOOR GNER IS TO STATE WHICH EQUIPMENT, PIPING, SHALL BE CAULKED WITH AN APPROVED ETC, IS TO BE RELOCATED REGARDLESS OF SEALANT. ULINLKHL h V AL, INU I LJI 1. ALL WORK SHALL CONFORM TO LOCAL, STATE AND NATIONAL CODES AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, INCLUDING BUT . NOT LIMITED TO STANDARD MECHANICAL CODE AS ADOPTED LOCALLY, NFPA 90Ar, 90B, SMACNA, AND ASHRAE, 2. ALL BIDDERS ARE TO BASE THEIR BIDS ON THE ENGINEER SPECIFIED EQUIPMENT AS SHOWN ON THESE PLANS, 3. BIDDERS SHALL EXAMINE A FULL SET OF PROJECT DOCUMENTS AND FAMILIARIZE THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK, THE DIFFICULTIES THAT ATTEND ITS EXECUTION AND ITS INTER --RELATION TO OTHER TRADES, THE SUBMISSION OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH EFFORT HAS BEEN MADE, AFTER DOCUMENTS REVIEW IF THE BIDDER HAS QUESTIONS, OR IF ITEMS OF UNCERTAINTY WERE DISCOVERED, BIDDER SHALL REQUEST CARIFICATION FROM THE ARCH,/ENGR THE A/E WILL ISSUE WRITTEN CLARIFICATION BY ADDENDUM TO ALL BIDDERS PRIOR TO BID DATE. ALL REQUESTS FOR CLARIFICATION SHALL BE SUBMITTED TO THE A/E A MINIMUM OF 5 DAYS PRIOR TO BID DATE TO ALLOW TIME FOR INVESTIGATION OF REQUESTED ITEMS TO BE CLARIFIED, AND TO ALLOW TIME FOR ISUING A RESPONSE, LATER CLAIMS FOR LABOR, EQUIPMENTS OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED, ALL FEES AND PERMITS NECESSARY TO COMPLETE INSTALLATION SHALL BE INCLUDED IN CONTRACTOR'S BID. 4, CONTRACTOR SHALL PERFORM MANUFACTURER, REQUIRED START-UP PROCEDURES AND SHALL SUBMIT A REPORT TO ARCHITECT; REPORT SHALL HAVE SIGNATURE VERIFICATION THAT UNIT PERFORMANCE IS SATISFACTORY, START UP DATE FOR COMMENCEMENT OF WARRANTY SHALL BE. NOTED IN REPORT, 5, CONTRACTOR SHALL BALANCE ALL AIR SYSTEMS IN THEIR ENTIRETY AND IN RELATIONSHIP TO EACHOTHER AT THE COMPLETION OF WORK IN ACCORDANCE WITH AIR QUANTITIES INDICATED ON DRAWINGS, BALANCING SHALL ALSO INCLUDE RECORDING FAN RPMS (SUPPLY & EXHAUST), SYSTEM RETURN AND SUPPLY STATIC PRESSURES, ALL FAN DRIVES SHALL BE ADJUSTED TO DELIVER THE SPECIFIED CFM AGAINST THE ACTUAL SYSTEM STATIC PRESSURES. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS TO SPEED CONTROLLERS, CHANGES IN PULLEYS, BELTS OR ADD ANY NECESSARY DAMPERS FOR CORRECT BALANCE AS PART OF 'THE ORIGINAL JOB COST, ANY PROBLEMS SHOULD BE BROUGHT TO ENGINEER'S ATTENTION. AT COMPLETION OF BALANCING, CONTRACTOR SHALL PROVIDE ENGINEER WITH A MARKED UP DRAWING NOTING AIR QUANTITIES & THEIR LOCATIONS, 6. ALL DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS, 7, CONTRACTOR SHALL NOT INSTALL ANY EQUIPMENT AND DUCTWORK PRIOR TO VERIFICATION OF ROUTING , AVAILABLE SPACE AND COORDINATION WITH ALL TRADES AND EQUIPMENT SUPPLIERS, 8, CONTRACTOR SHALL PROVIDE ALL ITEMS FOR PROPER AND SAFE SUPPORT OF MATERIALS AND EQUIPMENT. 9. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, 10, PROVIDE OWNER WITH A SET OF INSTRUCTION/MAINTENANCE MANUALS FOR ALL EQUIPMENT INSTALLED llr FURNISH 5 SETS OF SHOP DRAWINGS AND EQUIPMENT CUT SHEETS TO A/E FOR REVIEW AND APPROVAL OF THE FOLLOWING PRODUCTS PRIOR TO ORDERING/INSTALLING EQUIPMENT+ a) HVAC EQUIPMENT b) AIR DEVICES c) VOLUME AND BACKDRAFT DAMPERS d) FLEX, DUCT AND FITTINGS e) FANS AND ACCESSORIES 12, REFRIGERANT PIPING SHALL BE TYPE'L' HARD DRAWN COPPER WITH SOLDERED WROUGHT COPPER FITTINGS. ALL ELLS SHALL HAVE LONG RADIUS SWEEP, PIPE SIZES AS RECOMMENDED BY MANUFACTURER, INSULATE SUCTION PIPING WITH 1/2' ARMSTRONG ARMAFLEX AP 25/50. AFTER CLEANING PIPE APPLY ARMSTRONG 520 ADHESIVE AND TAPE JOINTS WITH 3M VAPOR BARRIER TAPE, OUTSIDE INSULATION SHALL BE FINISHED WITH 2 COATS OF ARMSTRONG WEATHERPROOF PLASTIC COATING, 13, SUPPLY AND RETURN AIR DUCTWORK: PROVIDE FIBERGLASS DUCTBOAR COMPLYING WITH UL 181 FOR CLASS 1 DUCT WHERE SHOWN ON PLAN. DUCTBOARD TO BE A MIN, OF 1 1/2' THICK WITH AH 'R' VALUE OF 6,5 PROVIDE "TURNING VANES IN SUPPLY AIR DUCT WITH SQUARE ELBOWS EQUAL TO OR GREATER THAN 12' X 12' IN CROSS SECTIONAL AREA, VANES SHALL BE FACTORY FABRICATED PER SMACNA STANDARDS, EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL, FLEXIBLE DUCT SHALL BE INSTALLED WHERE SHOWN ON PLANS AND SHALL NOT REST ON CEILING AND SHALL BE FREE FROM KINKS AND SHARP BENDS, DUCT SHALL BE U,L, LISTED CLASS 1 INSULATED ('C' -23) W/ GALV, STEEL HELIX & FIRE RETARDANT VAPOR JACKET, TYPE '5M' AS MANUFACTURED BY 'FLEXMASTER', BRANCH DUCTS TAKEOFFS SHALL HAVE SPIN COLLAR FITTINGS WITH INTEGRAL DAMPER, 14, INSULATE BACKS OF AIR DISTRIBUTION DEVICES WITH INSULATED BLANKET WITH A 'C' VALUE OF .23 AND SHALL HAVE A VAPOR -PROOF OUTER JACKET, 15, DAMPERS, ALL PROJECT DAMPERS ARE TO BE FACTORY FABRICATED. DAMPER HANDLES SHALL HAVE LOCKING QUADRANT FEATURE & STANDOFF (WHEN INSTALLED ON INSULATED DUCT), CONTRACTOR SHALL PROVIDE ANY ADDITIONAL DAMPERS (ABOVE & BEYOND THOSE SHOWN ON PLAN) REQUIRED FOR PROPER BALANCE OF SYSTEMS, PROVIDE BACKDRAFT DAMPERS FOR ALL EXHAUST AIR SYSTEMS. 16, CONTRACTOR BY ACCEPTANCE OF CONTRACT AGREES TO PROVIDE A GUARANTEE AGAINST. DEFECTIVE WORKMANSHIP, MATERIALS AND EQUIPMENT FOR A PERIOD OF, ONE YEAR FROM DATE OF SYSTEM ACCEPTANCE, GUARANTEE INCLUDES ELIMINATION OF ANY OBJECTIONAL NOISE OR VIBRATION, SUSPEND FROM STRUCTURE cu W/THREADED ROD. PROVIDE SUPPLEMENTAL FRAMING OUTSIDE AIR DUCT AS REQUIRED UP TO ROOF JACK VIBRATION ISOLATOR VOLUME DAMPER T 77-] SUPPLY 'AIR RETURN 'AIR 0 SMOKE DETECTOR FLEX. CONNECTION (FIRE STAT) AUXILIARY DRAIN PAN CONDENSATE PIPING W/MOISTURE SENSOR INTERLOCKED TO SHUT DOWN UNIT AIR HANDLING UNIT DETAIL NOr TO SCALE SEAL FITTING W/ 3M SEALANT. FIBERBOARD DUCT SPIN -IN FITTING W/LOCKING QUADRANT DAMPER & 45' AIR EXTRACTOR. INSULATED ROUND FLEXIBLE DUCE (MAX. 8'-0' LONG) ROUND METAL DUCE 1 1/2' INSUL, W/ VAPOR (EXTERNAL INSULATION) BARRIER .FROM NECK TO CEILING SEALED TO DUCT INSUL, CEILING �CILING�DIFFUSER CEILING DIFFUSER RUNOUT DETAIL NOT TO SCALE J AIR HANDLING UNIT SCHEDULE AIR COOLED CONDENSING UNIT SCHEDULE d MARK AHU-1 MARK CU -1 MANUF. TRANE MANUF, TRANE MODEL 4 TWE090A MODEL D TTP090A ELEC. 208/3/60 MCA 43 TOTAL COOL'G CAP 91 MBH FUSE/BRK'R 45 SENS, COOL'G 25.6 MBH NOM, CFM 3040 OUT, AIR CFM 320 ELEC, 208/3/60 FAN MOTOR 1 @ 1/4 HP MCA 36.7 FLA/LRA 1.7/3,6 MAX. FUSE/BRK'R 60 AMPS ELEC, HEAT STRIP 11.25 kW EER ss 8.9 1 VOLT 208/3/60 NOTES, 1) PROVIDE AUXILIARY DRAIN PAN WITH FLOAT SWITCH FOR FAN SHUTDOWN, R-1 2) PROVIDE MANUFACTURER RECOMMENDED 2 -STAGE HT'G/COOL'G [IFF WHITE - THERMOSTAT WITH AUTO, CHANGEOVER AND DUAL SETPOINTS, 12' X 12' MUD. W/ 3) RUN FULL SIZE CONDENSATE DRAIN TO DRY WELL, � 4) PROVIDE A.H. UNIT W/ SINGLE POINT ELEC, CONNECTION. J 5) INTERLOCK AHU WITH EXHAUST FANS, FAN SCHEDULE, a MARKFFA- EF -2 SERVICE TOILET WAREHOUSE 6' SQ, N'K MANUF, GREENHECK GREENHECK w MODEL D SQ -75-6 SPF 24(BELT DRIVE) NOTES, TYPE IN-LINE WALL -MOUNTED 1) INTERLOCK EF -I WITH LIGHT CFM 300 4739 SWITCH AT TOILET, S.P, 25 .25 2) PROVIDE SPEED CONTROL HP 1/30 .75 ABOVE CEILING, ELEC. 110 120/60/1 3) PROVIDE VIBRATION ISULATOR, LEGEND, i S -SUPPLY DIFFUSER R -RETURN DEVICE SR-SIDEWALL REGISTER D-75 OPPOSED BLADE DAMPER FR -I FILTER RETURN (PROVIDE V FIBERGLASS FILTER) TYPE 'S' & 'R' AIR DEVICE ARE "TO BE FLUSH FACE CEILING DEVICES, PERFORATED WITH ADJUSTABLE PATTERN CONTROLLER, 4 -WAY BLOW UNLESS NOTED OTHERWISE BY ARROWS. DEVICES BASED ON TITUS. AIR DEVICE SCHEDULE ALUM. MARK MATERIAL FINISH ACCESSORIES MODEL 4 REMARKS 1 , 10' 10' OFFICE 3 WAY `� S-1 6' �� 280 CFM ap WAY do FNI.,. C M�,CHANICA.-- PLAN 1 ALUMINUM OFF rlHITE D-/5 PAS -AA 24 X 24 MODULE O 115 CFM S-2 ALUM, O/W D-75 PAS -AA 12' X 12' MODULE CL 1 0 U � R-1 ALUMINUM [IFF WHITE - PAR -AA 12' X 12' MUD. W/ w o � . a 6' SQ, N'K w R-2 ALUM. O/W - PAR -AA 20' X 20' MOD, i 18' SO. N'K w FR -I ALUM. O/W - 50-77 . 24' X 24' W/ NOM, 22' SQ, NK. 10' 10' OFFICE 3 WAY `� S-1 6' �� 280 CFM ap WAY do FNI.,. C M�,CHANICA.-- PLAN O O CL U � w a w o � . a w i w A-12 vw nft 5wfcH A -29,M,33 nrtSW:fGH t ` ceam Fo k �/y`GV� & TW & FOYWR CO. rr 0 ti o1, i 6Rfl NLS PLAN 5CAL�, 1/6"- P-011 r,t,rGTKIC,Pt, 5YNVCA, l.�G+rNfJ w G S 2 X 4 4-40W. LAMP LAY -IN PLLM.� PIXM 15,000 VA 5AW A5 MOVE W/ 6AT1M RACK -LE COWCT Ih,000 VA TO UN5vwcHW CIiZCUIT LTG, G 2 X -4 2-40W LAMP LAY -IN PIXTLM \ � n WCM= V 100W, WAT>rWIZOO` INGANI7, PIXM 8,000 VA 250W, INCANV. PLOGV LIa: MNG PIXTI i2n 2,000 VA (A2JLi�rANX, OILING MOLWP) W/ PJZ1N T 8'-O" %51?�NMV FLUOk. FIXAIW W/ -1-40W. 51,350 V.A LAMPS 1200 5AML A5 POM W/ PATTM I3AC K=UP CONNPC11 t2 TO L4N5N-fCFfI2 GIIZCUIT LTG. Cl G 115W, WALL MTh. M.H. PIXTUd� [D H -400w, WALL MTV, M.H. PIXTLdZP mr PHONP ..rACK W/ COV�k PLAT. 5TLV CONVUIT 1200 AROVP CLG. W/ ML 51TINGi Q PXIT SIGN/LIGHT ® PXNA r;ir PAN, 200VA, 120V. 20 SWITCH 2OA., 12OV, 44" APP. IZPCPPTAGLP, 20A 6t2NG., 18" A.P,F. LA LIGHTING AIft%OIZ, CONNrCT W/ # 10 WIM NOT: o A_L LIGHT PIXTtM MOMS 5 M TO M SURMITT> t2 TO" OWNPIZ POiZ APPPOVAL-. 0 %Wla CALCULATIONS; w G S LIGHTING 15,000 VA iZ1;CPi'TAGLP5 Ih,000 VA RATHIZOOM M PANS 2 a I50VA X00 VA WAWWU5e �X. PAN 1.600 VA. RUIWING 51GN ALLOWA ICP X1.25 8,000 VA �L�CTPIC WATek WAZZ 2,000 VA WAT OIZ A/ C MAX, 12,000 VA I 51,350 V.A 20 1200 + 25% LA a5T 3,5 AMP5 MOTOR • MIN, GIIZCUtT5 40 N i 225 AMP5 WAV Ci WR 1 A- THS CONTI -rGR 5HALL FLJiZN151-1 PLL MATt:l K t VGV, T0OL5, �QUFWNT AW W012K12> M"IMV FOIZ IN%A LAION a A GOMFLPT� PLeCTi:ICAL 5Y51fM INCLLVING LIGHTING AW POWWIZ t715VILLITION. T�L�PHOM CONVU15, INMiZIOIZ ANZ IWXTMIOZ LIC+tCA, A5 INVIGAT>rt7 ON WAWIN65. ALL MATS ?n5 SHALL IX NPW AN2 MAR UNL91 ki MZIIVIZ5 LfflOPAT0121P5. W5T1 n, & WOW ML15f MDPT APITOVAL OP ALL COM5 AW IN5PtCT1N6 ALIMOIZITT5. R ALL CONRICTOIZ5 5HALL IX COPPWj WIt2l 51Z� No, BAWL ANt:9 5MA,ak 5HALL HAVI TYPV "TW"- IN5LLATiON, 5121:5 LA ak THAN No. 8 5HALL HAVE TYPP "IW' IN5LLATiON, (Tt-MIN MAY IX U5W) C;CONt2UT5, ALL WIRING 5HWLL RP IN k16119 CON7Ui1'; 5CI ER" -t0 P.,V,C, OIZ eLaCTiZIC& MI:T&WC TURING, PXCPPT LOW VOLTAa CONpUCTOIZ5 WHICH MAY Ot INSTALLPp WITHOW CONt2UIT PI?9OT> CfION WWt�V' P ul-rTap Pitz Com, 17, IN THP, ASA OP, WOPK, AL �A%NGi AW NSW IWkIOZ �LPClVICAL 5Y5T�M5 SHALL IX COMPLPTVLY AN17 eFffCTiVELY 6IZOUNMt9 A5 MQUIM19 RY NATIONAL r =VICAL COM, AL METALLIC IZACPWAY5 SHALL M MPCHANICAI:LY AW l LPC-MICALLY %CWZ AT ALL JOINT5 A p AT ALL ROXe5, CARIMT5, FIVIN65 ANV f QUIPWNT. ALL M WAY5 51 KL Pe PIZOPeK YA,16W, CROLIPW ANp 5UPPO I2 AT`'INWIZVAL5 NOT �XCMMNG 6 PMT. e. AL iFAaWAY5 SHALL M PIZOVIpM2 NTH PQUIPMPNT CiROL1NI2- CONpUCTOtZ, P, ALL t9lWN51ON5 5HAL.L M VPPIPW13Y fHF, GONTMWIT ANt7 M5PON51RILITY A55UWI? FOP.ACCLltzACY, G, UPON COMIUlON OP WOW, COMCT ALL PANT WOAZV CIRCUIT nIIZPCTMY C4V5 TO MFaCT WCOiV CONt21TION5, A 51:T OF MCOW P AWING5 SHALL OVI:IZ TO THP A2CHnCT. H. ANY MINOR WORK NrCl 55WY, ALMOUGH Nar SHOWN, TO MAm V15 A GOMIUT { LI CTiliCA;-IN%&A AT10N 5HALL I CON51MW A P1wr DP im CONTWT. 1. AL WOW.%KMiPI:WO Map 12WN6 -IMP MPJOV5 AGCPP1"AfU TO.TrV OWNW, 5CWKL,P ALL WORK WITH OV"R,' 5 Al 111OIZEW MPW%NiAfIVP 13PPOW PiZOaWING. J. Tfft PLt CTi216A Lwmk 5NALL V15tT -a 511r PMOI? TO 0I1:912IN64, NO 1 auQ 5T i ok CNANGI IN CONTRACT PPIC�-WLL m CON5imwt2 POP WOW IZI<QUW9 THAT COLLI tom. t2�T�WIWV RY A TI�IOIZOLIWH INSi' GTION OPT W AT ALL PXI5TING Pl<�CT7216AL ITW5 LOCATW WtfHIN JT f AMA Or MNOVAWN WOW UNMk TNi5 CON <,,r WHICH t20 NOT COMPLY WTH NPC C=5 MU5f IX UPGI i7 RY CONV,4A ,fOIZ TO MINT NCCMQUIWWNT5, K. ALL 121WN51ON5 5H&L M V pip. lII:t7 RY GONimacR Aw I21 5PON51131LITY A55UM I2 PO. ACCLPACY. O miry Pomp, CO 4 43/ 0 "N GU 2"C 5HLW TRIP TO M PIZOVIMp ONLY IP IZlrQUlM9 51IZVIC� 120/ 208RY LOCAL CO,DSSLI; VI CONTiZ. TO VPIZIPY WP 5NlW TII I2QUII2M�NT, VOLT-PALLT Le55 TRIP THAN 6000 AMP5 I/ 211G NM5i PANPL "A" O 225 A I. Al WOW 5HA.L IX VONT IN ACCOiZWNCP W/ TW WQU'TS OF TIS POLLOWING, WfTWiZ SHOWN OfZ NG>t', A. APPUCARLP I55LIP .OP Tl t NA1oNAL SLAG. COM R, APPLICAI 155W OP TIf PUILPING CM #4 GU GIZOUNt7 TO LA G. r2 a5 & W6.Oi= AWWRIT1P5'HAVIN6 JLRI5pICTION 20' PAT, COPA 1k �NCA5t%1:2 4 #3/ O TNIrN GU IN CONCiZ1;T POUNpAT1ON V. RLP5 ANt2 W61LAWN5, C #4 GU CiRNP., 21/ 2�� C TWO 5/ 8" FM X 20' COIZ CLAD 2, COOWINAT� & WMFY PLL WW & CONVUIT G120UNI21ZOi25, M126,9MPL 51ZP POIZ AL P=, PKIOI2 TO IN5TA-LAnON. & MPTAL CaV WAIU, PIM. VPMFY WITH POW:IZ CO, AVALARLP PALET t L 55 T1.1AN 10,000 AMP5 PO V P 15M p l)A4;?M N.T.S. 200 ANS' 511W TW lO MINIMUM UL RATING CV .10,000. AW, 5YMMETiZICPL AT 120 VOLT5 PANEL A 120/1206 VOLT5 :,i RiASe 4 WIM 200 AW MAIN, CKT MT w G S F IOPt2 VOLT AW5 12 #12 D�SC<Zlt'TION A R G l.0At2 VOLT AMF5 12 # 12 D�5GCz1f'TION I I 20 1200 121;G1;P'fACLE5 • p N i 2 1 20 1200 a Q C i'TPGLES 3 I 20 1200 o 4 1 20 1200 _ 5 1 20 1000. 10 10 • 6 I 20 1200 7 1 20 IOOO 10 10 • 6 l 20 1 11 200 9 1 60 1600 10 10 PXN.-PAN ' 10 1 20 1200 Il 1 20 1200 10 10 MaPt AGLP5 • 12 1 20. .1600 raI SIGN 13 I 20 1600 10 10 WI ISP UGHfS 20 1000 LIGNiSC OPPIG�) 15 1 20 1600 10 10 .: 16 1 20 1800 17 1 120 1500 10 10 OUfSIm LIGNf5 • 18 1 20 900 19 1 20 1500 10 101 20 1 20 600 21 I 20 350 I;MPIZG, LIGHTS • 22 I 20 750 �MEI2G. LICK5 2 3 - 4000 6 11,25 KW + 24 I 120 700 UGHT5 25 _ 4000 10 I/ H.P.• 26 I 20 1200 MaPfAUL 5 27 - 45 4000 6 26 1 20 1200 wceFTACLl5. 29 3 6 CU • 30 1 20, 1200 C�C>;t'TAC1:P5 31 - - 8 • 32 l 30 2000 10 10 aecf. W. H, 33 1 60 8 • 3-t ., ,i 20 1600 PA5GIA LIGHf5 35 I 20 5t'P12 • 36 1 20, 1600 PA5CIA LIGNf5 37 I 20 SPAM o6 1 20. 1600 PA5GIA UGHfS VA &5 25,750 23,950 - 49, 00 DEC d,7 A', 1 � w G S � w w a. a p N i a Q " 4 .- � � TAX PARCEL Noy 14 20 30 5AN 0000 0010 II II t '7777, 1 N 4 1 T. �. K`G�L , taKK� :EVICW� t}, 1 [ � S'NOPPIN � FS Lake F ply t ^P teRttbR ,[ Ta a 'A� sU Ais', �ytF JPIitCENT! mFicRaYc F m\ f' f is 1 Tpo rR F O o z Model Cedes in ftWard Buftng Cade 19 7 S& , J � •,, j FYWE ER ET a DR , fAA1 ET N i 42'5 C CITY OF SANFORD TAILS ^ : Rt�it tT SCNAD[� 1 AIR -� �, : r) p Fl s Lake ' AFRFGRT )II/IacUE ® �f{.!to,r N E�EfI w 1— r, MAP Ldrh E E rIAs� 17192 b4i ;aogaEE r ' . i�dK uldke �. 9pJ1.^. i[RII LTJ , r , it Ib Cl $ fip .,; 0p El W�.' 4 JS7t10UM (j'! JMFFt 1Y W .� r • Q I. C -' Y\D SEti1NDlCCC lAC �. � J R t nC1{ WE Nle A EAUCAtfQNAt SU [�ji t MCIH tL PREP C11 w+ MR Al FLOOR PLAN • T . �. �bRVE A - � � � q�r�,� Rv, . a , • yI, 0 11 T lR :✓ I,J A2 PARTIAL FLOORI�LeAI�I , AIYFR YCR GIITHOUEFp�C� • C31 S- , , ' S1A IJnI r 9UE -' ` PARR j .,� 3M�tR iIICKFR SN RDF S .�.�/ *�CI1Nl Y 0 TPD%t:/RMOR � " 4 .- � � TAX PARCEL Noy 14 20 30 5AN 0000 0010 II II t '7777, 1 N 4 1 T. �. " 4 .- � � TAX PARCEL Noy 14 20 30 5AN 0000 0010 II II e 4 I > w ]ITz �I( B E 3 + mrfhTRT 1 If i'rt z'� � s l(1`t�Aei�� ,� QO, r 4i0 - i La YQ "pR /I L I!%ir-'—'¢ f r s i wAK M�E E' '� Pl�1rtRC3 PINECACSi a tltY 3 b K`G�L , taKK� :EVICW� t}, 1 [ � S'NOPPIN � FS Lake F ply t ^P teRttbR ,[ Ta a 'A� sU Ais', �ytF JPIitCENT! mFicRaYc m\ f' f is 1 Tpo rR F O o z Model Cedes in ftWard Buftng Cade 19 7 S& J � •,, j FYWE ER ET a DR , fAA1 ET N i 42'5 C CITY OF SANFORD TAILS ^ : Rt�it tT SCNAD[� 1 AIR -� �, r r) p Fl s Lake ' AFRFGRT )II/IacUE ® �f{.!to,r N E�EfI w 1— r, MAP Ldrh E E rIAs� 17192 b4i ;aogaEE r c� i�dK uldke �. 9pJ1.^. i[RII LTJ 00 � it Ib Cl $ fip .,; 0p El W�.' 4 JS7t10UM (j'! JMFFt 1Y W .� r RdV � R -t ;T� ty �II1SCnYri7 �MepvnK. . ,. . aNOER R Q I. C -' Y\D SEti1NDlCCC lAC �. � J R t nC1{ WE Nle A EAUCAtfQNAt SU [�ji t MCIH tL PREP C11 w+ MR Al FLOOR PLAN � _s' w im T . �. �bRVE A - � � � q�r�,� Rv, . a , • yI, 0 11 T lR :✓ I,J A2 PARTIAL FLOORI�LeAI�I , AIYFR YCR GIITHOUEFp�C� • C31 S- e 4 I > ' C5 LANDSCAPE PLAN . ,,,00 01 �I( B E 3 + mrfhTRT 1 If i'rt z'� � s l(1`t�Aei�� ,� QO, r 4i0 - i La YQ "pR /I L I!%ir-'—'¢ f r s i wAK M�E E' '� Pl�1rtRC3 PINECACSi a tltY r, 1 Location ..r NOT TO SCALE fluvo r Q#mw wmvattvr I* Vi priivmm { I elevations approved by ciiy f engineering dept. for subdivislon elevations to prevent flooding U.S. HWY 17-92 C, CTS11n�(51IGG�r�i 7ro �C' (-nFlrnnn r t ' L r ' C5 LANDSCAPE PLAN . ,,,00 ' B E 3 + mrfhTRT 1 If i'rt z'� � s l(1`t�Aei�� ,� QO, r 4i0 - i La YQ "pR /I L I!%ir-'—'¢ f r s i wAK M�E E' '� Pl�1rtRC3 PINECACSi a tltY C6 IRRIGATION PLAN K`G�L , taKK� :EVICW� t}, 1 [ � S'NOPPIN � FS Lake F ply t ^P teRttbR ,[ Ta a 'A� sU Ais', �ytF JPIitCENT! mFicRaYc m\ f' f is 1 Tpo rR F C� DETAILS Model Cedes in ftWard Buftng Cade 19 7 S& J � •,, j FYWE ER ET a DR , fAA1 ET N i 42'5 C CITY OF SANFORD TAILS ^ : Rt�it tT SCNAD[� 1 AIR -� �, r + C9 LIFTSTATION s Lake ' AFRFGRT )II/IacUE ® �f{.!to,r N E�EfI w i RW1 ROADWAY IMPROVEMENT PLANS ' MAP Ldrh E E rIAs� 17192 b4i ;aogaEE r c� i�dK uldke �. 9pJ1.^. i[RII � R �.L.+.�.T(. DETAILS it Ib Cl $ fip .,; 0p El W�.' 4 JS7t10UM (j'! JMFFt 1Y W .� r RdV � R -t ;T� ty �II1SCnYri7 �MepvnK. . ,. . aNOER R C -' Y\D SEti1NDlCCC lAC �. � J R t nC1{ WE Nle A EAUCAtfQNAt SU [�ji t MCIH tL PREP C11 w+ MR Al FLOOR PLAN � _s' w im T . �. �bRVE A - � � � q�r�,� Rv, . a , • yI, 0 11 T lR :✓ A2 PARTIAL FLOORI�LeAI�I , AIYFR YCR GIITHOUEFp�C� • C31 S- A3 EXTERIOR ELEVATIONS',' ' S1A IJnI r 9UE -' ` PARR j .,� 3M�tR iIICKFR SN RDF S .�.�/ *�CI1Nl Y 0 TPD%t:/RMOR � SEMII[n[E '' `� u)1 t aDR t W A'4 BUILDINGSECTIONS _ C.AMMUNIEY c3 E61tl rt INAI lURNrtR COt[r E a f R s Ivan fY fN10Co r[ El' WORT n W n F at g (� C� 7- 1 n tt x ' 4� 1 FOUNDATION I�N AI �A® I��� FRAMING PLANS t11/MANtSOCICrY 941a M1 HVA PLAN ANIS PLUMBING RISER ..r NOT TO SCALE fluvo r Q#mw wmvattvr I* Vi priivmm { I elevations approved by ciiy f engineering dept. for subdivislon elevations to prevent flooding U.S. HWY 17-92 C, CTS11n�(51IGG�r�i 7ro �C' (-nFlrnnn r t ' L r SHEER._ ,r �<t f . 0. P F 1 d n ' C5 LANDSCAPE PLAN . ,,,00 C6 IRRIGATION PLAN City Of Sanford m\ C� DETAILS Model Cedes in ftWard Buftng Cade 19 7 S& J ; A C CITY OF SANFORD TAILS ^ � cd falUmwng teals 1�17ed, d Mechar*W Code i wed. -� �, + C9 LIFTSTATION de '�r.' s�� ' lode ® i RW1 ROADWAY IMPROVEMENT PLANS ' � FL. ACO"Wbility Co&a 1907 s c� � R �.L.+.�.T(. DETAILS Fl. Energy Code 1997 W .� r �. � J Al FLOOR PLAN SANFOR �uru©rtt� T A2 PARTIAL FLOORI�LeAI�I , THESE PLANS ARE REVIEWECt ANG QNrtldT�NAU.Y D CO ACCEPTED POO PERMIT, A PERMIT ISSUEO SHALL NIB CONSTRUED 8E A 'r0 C31 A3 EXTERIOR ELEVATIONS',' IY TO VIO TC, THE W D S RUTH THE WORK AND NOT AS AUTHORITY TO Vliil,Jli'N6, A'4 BUILDINGSECTIONS CANCEL, ALTER, OR SET ASIDE ANY OF 'I'Mt PROVISIONS OF THE TECHNICAL CODES, N«, (� C� 7- ' 4� 1 FOUNDATION I�N AI �A® I��� FRAMING PLANS NCEFROM OF A RERMt7 PREVENT THS, Aull.bl e. DEPTO DEPT FROM THEREAFTER REQUiRINa R ix�NgINCC- TION OF ERRORS ON PLANS, CONStRUCT" THE M1 HVA PLAN ANIS PLUMBING RISER � OTHER �IrJi_A71ON$ C� �� cOr��s.Lid El ELECTRICAL PLAN 0 SHEER._ ,r �<t f . 0. P F 1 d n NOTES: IS . PARCEL; IS, ;LgCATED; lel 'FLOOD LONE X - PER SHE FLORIDA 's I HAVE EXAMINED' THE F.I.R.M. COMMUNITY PANEL NO. 120294 0045 E DATED 4-17-95 AND FOUND a - / ` ;._INSURANCE: RATE 'MAP 'FOR J MINOLEr COUNTY, FLORIDA yY, v, yE __ ` DRIVE THE SUBJECT PROPERTY LIES IN U X R OUTSIDE Y = n ` ZONE AREA T E 500 YEAR FLOOD.. o 0 oNLAKE c : GOMMUNI EY ,.PANEL -NUMBER: 1 �UZ94-0045. E, . DATED ED 4 .17 95: L , I 1. _ w �. 3. ,;,THE..ED.GES. OF,•ALL CONCRETE- . AN OR A�PHAL I PAVING TO BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT OF NAY LINE OF U.S. HIGHWAY 17 92, BEING n� m y y � �. ti � � 0 1, ,,� .. -. ;, „ .. E.0 � V � N 40'57'00" E PER DEED. �1 EDGE OF PAVEMENT NEAT .SAW CUT r R �� REMOVED. SHALL BE N y 6 g RECOVERED 4X4 l S � k � .L RECOVERED` 4x4 0• h o n X c� NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED OTHER THAN SHOWN HEREON. �� CONCRETE MONUMENTS v w 'h ' � » , CONCRETE MONUMENT � ' » _ ,, • •. , , .:.. to ti. �P hh h� NO NUMBER 6 S 90000,00 sX _ y h11 265.54 NO `NU BER p 126 3544 ti INTERIOR LOT LINES ARE CONTIGUOUS AND CONTAIN NO GAPS, GORES OR HIATUSES BETWEEN THEM k o� �. c�-- — — — — — — 5 _ _ v k R = 25,00. T ' 12" _ 12 15" � /. / 1 12 �. = 55:24 .. ,. � .. 15 y./ 4 AI ®/� AiES ,. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCHMARK 260561 ELEVATION 41.386 T 16 12 2 FERAL 'NOT # E FEE N�VD29 DATUM. / ��, h/ rya �o• 41 pp �� CB . Y N 2 4.2'08" W ' k°• " 1� A:. ,'' THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF . EXISTING UTILITIES 4A PROVAL LANDSCAPED BERM 00 / / k •STRUCTURES AND OTHER FEATURES- ARE SHAWN" ACCORDING T0. THE BEST wPpa ,"INFORMATION AVAILABLE AT THE TIME OF THE' PREPARATION, OF THESE �p ^^ PLANS .� `BUT DO . "NOT PURPORT TO BE ABSOLUTELY CORRECT. THE DATE CONTRACTOR SHALL ' FIELD' VERIFY THE LOCATIONS, ELEVATIONS AND a wpo / k• DIMENSIONS OF ALL, EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK' PRIOR TO BIDDING, AND ;DETERMINE THE EXACT �w0 ¢ o �a ss LOCATION` OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR + 01 SHALL: NOTIFY SUNSHINE (800)432-4770' AND THE UTILITY COMPANIES IN / Cpm 6 c / PARCEL e ''� A' �1"`' -:,.-THE .AREA AT LEAST 48 HOURS BEFORE COMMENCING WORK. REPAIR AND y -,"'REPLACEMENT ' OF ALL PRIVATE AND. PUBLIC, PROPERTY AFFECTED BY THIS 7"" A. ,pts c�° .WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN �1 0� / '� QD �° �` EXISTED BEFORE COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED A7 THE PLANS.,,COST. TO BE INCIDENTAL TO, OTHER CONSTRUCTION AND NO � / / �OFLAG s / xl2 C° , ��'�' /�9 G :EXTRA "COMPENSATION TO BE ALLOWED. THE INFORMATION CONTAINED ON THIS FLAG s / ���� 3y C% �/ �a / EXISTING CONDITIONS PLAN' WAS PROVIDED . BY THE SURVEYOR, SPRING �10 QP ^�O ENQLNEERING, INC, ASSUMES NO RESPONSIBILITY' FOR ITS ACCURACY OR F�t6"c a o / v G� ~l COMPLETENESS.' / B.;' ' ALL' . WORK SHALL BE LEFT IN SUCH A MANNER THAT IT IS SAFE 'TO THE Fuc 210 PUBLIC. THE CONTRACTOR SHALL MAINTAIN. TRAFFIC AT ALL TIMES. SIGNS /. O 0 y O e m / �cU Q co �a / " �P ��' `j 2��c,��o° UTILITY / o ,�y� „AND „BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL, OF SAFE e�00 �� 5p. / h��0 POLE TYP a s ��6 :'PRACTI•CES; REFERENCE F.D.O.T. INDEXES 600 TFIROUGH 650 AND "17349 PER �,� �h y .I. ;ROADWAY AND TRAFFIC DEIGN STANDARDS LA"TEST EDITION OF D.C. INDEXES / $" FLAG 11 / `� Q �v<) M.E.S. "� 100 THROUGH.. 116. 'THERE` WILL BE NO ON—SITE,BURNING. / ^�y :• � ,� / O J INV-35.9`,2.,"-� .� .. � .- , a� / �' QUO �� C: THE , CONTRACTOR SHALL REFER TO •THE CONTRACT DOCUMENTS FOR yy Fv,G 4 4 `� N 90'00'00" E 331.00' 4 o s �� ADDITIONAL CONTROL , AND SCOPE OF WORK: 'THE CONTRACTOR SHALL / -''�- - - - - - - - - - - - - - -�- - - - - T �' ` - - Xs Q� SPRING ENGINEERING, 'INC. WITH AS -BUILT DRAWINGS AND X PROVIDE P.O. o ee �ti SURVEYS UPON; COMPLETION OF ALL WORK. / LUCCS x.320 N.5" -1 \ �' PARCE�' / ,�a INV 35.65 / s^�°G D; `THE •. CONTRACTOR IS REQUIRED TO HAVE A LICENSED PROFESSIONAL / 0,171 ACRES FLAG a / R � FLWCC � °F 1� (MOWED) / }w hh SURVEYOR ',DO ALL BUILDING LAYOUT, CURB & ROADWAY, AND GRADE h / '' v'iz ��' / D"` ' \ STAKING. -THE `. CON SHALL VERIFY ALL DIMENSIONS IN THE FIELD DESTROYED 2 '� A V�' \ A AND REPORT ,ANY DISCREPANCIES -TO THE ENGINEER PRIOR TO .STARTING / B r``�(� �(�,,' \ �`1� �� / {a / �S ANY WORK. THE CONTRACTOR SHALL CONTACT THE ,ENGINEER'S OFFICE I DI CONFLICTS CONSTRUCTION OF ANY '�G •- '� \�� ��� � i� oy �� �ti IMPROVEMENTSSHOWNONNFTHESE ARDRAWINGS. DURING T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH THE ENGINEER . FOR /� N -4p. '.�aT' : / •= Flnc pa/ / o° MAKING' ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS; 6FLAG 2 al L / o PARC -1 s HOWEVER, THIS IN NO NAY RELIEVES • THE CONTRACTOR OF HIS .:•. RESPONSIBILITY . FOR -`:CONSTRUCTING THE PROJECT TO ACCOMPLISH, THE �4 R,ESPON / HEADWALL o INTENT ` OF THE PLANS..., ALL, ELEVATIONS ,REFER TO 'NATIONAL GEODETIC TOP=37.70 ��a g VER TICAL` DATUM OF '1929. / �� K S `ti s y MEAN SEA LEVEL 0.00: FTA sLAc 2s 9 ��� INV=34.22 FLAG , _ �9 • • ' • •• . fv� h FLAG z1/ ?� \ °ti < . c ii !!� ��++ v G E. PERMIT` NO �1�.4l�a� `� 1 ,� p CONSTRUCTION SHALL ,COMMENCE UNTIL ALL APPLICABLE G a C s � / c %\.: ... ..• •.• :•. �.��b / � / RIGFfT-UF-WAY USE PERMIT IS REQUIRED ®� rc..:. • ' ,; .., ''•'.:. yos eQe' � � ,o\ s PERMITS ;HAVE .BEEN APPROVED. � ;A / y9 F�AG1g / L �Go0- \ PRIOR TO THE COMMENCEMENT OF ANY•.'CONS"FRUGTION'ACTIvrrY WITHIN 5 �� :`:,. :,~ ,`'.; :• ' FLAG 22 0 �, THE RIGHT-OF-WAY;. AND , `NO „IRRIGATION .SYSTEM OR, LANDSCAPING SHALL • / \ / e U.S. HWY 17-92 ,� • :. t Acs A. �h �4. BE INsTA.LLED 'IN ANY. ".PUBLIC RIGHT OF. -WAY WITHOUT ISSUANCE OF, . / tT / �� 6 :,APPROPRIATE PERMIT'.' ALL PROPOSED '::SIGNS-. MUST BE.,APPLIED FOR SANFORD, FL . APPROVED AND ; PERMITTED ; ON 3AN INDIVIDUAL i° 9 FLAG 26 / FLAG 1]. „ BASIS APART FROM ANY , • •..:. ••; a "•'.-. • : � ULTIMATELY APPROVED'. SITE PLAN; APPROVAL, OF "PHIS., SITE PLAN `DOES NOT ' ©�L / o M. toQ CONSTITUTE APPROVAL, OF ANY SIGN. DATE: 21' / ........ — 4.73 .� o \ IIvV-3 2 December 15 `1997 IQ / /� 0 y by C9 2"12 / / \ 8 / 24 c� PARCEL -A—"2 / t L GAL:, DE I PTIC � 5" BEECH tiI'llf L: / is yy 39 G oti PARCEL A U OQ / \ P.O. Bl� T FROM THE SOUTHEAST. CORNER OF. LO'f .1;, LAKE:.MINNIE ESTATES, ACCORDING TO THE PLAT THEREOF, F '.To:. 1 PARCEL A-2 Cry s/ ,, M.E.S. ss �� ° AS RECORDED 'IN , PLAT _BOOK. 6, PACE y2,,• OF 'Ff 1E PUEiLIC FZECURDS OF SEMINOLE COUNTY, `FLORIDA, /. » PARCEL C INV -35.51 ° " , °. F, / O — y RUN ;N .4U'�7.' E ALONG •'(HE ,EAS f LINE OF LOT 1, . A 1 SITE T.B.M. ��-- s ti , DISTANCE .OP 300 FEET -LO THE POINT OF ' U . / T 4 8 / NAIL IN 2h Of1K �� +o BEGINNING: THENCE ,`RUN WES P S31 FEET; THENCE. -RUN N 40'57' E; A DISTANCE OF 200 FEET; THENCE � �- / % EL 41.01' xU 19" �~c,� / ® RUN EAST,331' FEET;' THENCE RUN S 40'57' .W, .A'DISTANCE OF 200 FEET TO THE POINT OF. BEGINNING: / T N 6" / RECOVERED 1"IIWN ;��U 190'' 24 �e ��� /tee tx� sX o 00 PIPE HAMPTON P 0 i L /^ �. CONCRETE BLOCK TOP F W PARCEL A 2 TOP OF WALL RETAINING WALL `' h1.2a oN �iNE o / ' FROM THE SOUTHEAST CORNER OF LOT ,1,' LAKE MINNIE ESTATES,, ACCORDING TO THE PLAT THEREOF, L� _ / 41.2a `�� 8 ° sa AS RECORDED 'IN PLAT .BOOK 6, PAGE 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, --_ - -� s RUN N 40 57 ,E ; ALONG IH E' EAST LINE OF LOT 1, . A DISTANCE OF "I UO FEET TO THE POINT OF LTJ Z CDGF OF PAVEMENT ---- -K �- - - - EDGE OF PAVEMEN' ati 'BEGINNING:, THENCE' RUN .WEST,331 FEET;' TI-IENCE RUN N 40'57' E, A DISTANCE OF 200 FEET; THENCE S N 90.00'00" /E ,�331.0�0 M.E.S. �y RUN EAST 331 `FEET; THENCE RUN S .40'57'.. W, A DISTANCE OF 200 FEET TO THE POINT OF BEGINNING. / ��� \�O INV=36.68 Q 1 o \ / �� REMAINDER OF LOTUI oee� e�'� ����q / ^ y PARCEL B i� ra Q FROM THE SOU1THEAST CORNER OF; LOT' -1, LAKE MINNIE ESTATES, ACCORDING TO THE PLAT THEREOF, ��rP LAKE MINNIE ESTATES /�oc� �e�P�� F��J`ro"1' 8 / k o� NOT INCLUDED F' w0 so AS, RECORDED aN PI,AT.B00K 6,'".PAGE' 92, OF THE PUBLIC. RECORDS OF SEMINOLE'COUNTY, FLORIDA, `_� O� N ;40'57 �E 'ALONG THE EAST LINE OF LOT -1, A DISTANCE OF 500 FEET TO THE POINT OF L -- —'✓ w\Qv / u BEGINNING: TFIENCE''CONTINUE N 40'57' E, A DISTANCE OF 14,30 .FEET; THENCE RUN NORTHEASTERLY • N 9 '00 00' E _ / Vc� p / _ _ _ - _ - - - - ! - _ _ _ - _ - _ �^ L _ - _ _ x'_ 331.00' - - Q- � Ts ALONG A CURVE CONCAVE WE HAVING A RADIUS OF 2,$13.53 FEET, A CENTRAL ANGLE,, OF .4'21'16" ;AND :AN 'ARC ,LENGTH OF 218:83• FEET; THENCE 'RUN NORTHWESTERLY ALONG A CURVE CONCAVE '44", `AND AN ARC LENGTH OF s / WESTERLYHAVING,A RADIUS 'OF ;25 FEET, A CENTRAL. ANGLE' OF ,126'35 POINT OF / 55.24 FEET, THENCE.RUN WESTALONG THE NORTH .LINES OF LOTS 1 AND 3, LAKE MINNIE ESTATES, � COMMENCEMENT �� / �- _ / / A DISTANCE OF 265 54. FEET; THENCE RUN S 40'57' W,' A DISTANCE OF 287.80 FEET; THENCE W RUN EAST 331'FEET:TO THE POINT OF BEGINNING. -� SE CORNER LUT 1 J'' �' Li1 , LAKE MINNIE ESTATES UNPLAT AEU, PARCEL' "C": 4106�I p�DO DRIVE. A PORTION OF„LOTS, ,1 AND 3 OF .LAKE MINNIE ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED` d✓� L6 4N PLAT= BOOK 6 PAGE 92 OF. THE PUBLIC RECORDS OF SEMINOLE COUNTY,' FLORIDA BEING` MORE PARTICULARLY DESCRIBED .AS FOLLOWS; kC 0 COMMENCE AT, THE L E E N D o ' ' SOUTHEAST CORNER, OF LOT•1, LAKE .MINNIE ESTATES RECORDED IN PLAT BOOK -6 PAGE was 92'OF,.THE''PUBUr RECORDS;OF SEMINOLE COUNTY, FLORIDA, THENCE ,N40'5T00" E ALONG THE EASTERLY LINE OF: SAID LOT 1, AND. THE WESTERLY LINE OF U.S.: HIGHWAY 17-92 A DISTANCE OF 100.00 FEET TO THE ;• POINT';OF BEGINNING; THENCE CONTINUE'N 40'57'00” E A DISTANCE OF 200,00, FEET; `THENCE -DEPARTING 9'03'00" W • - ,: E SAID, EASTERLY LINE ,OF LOT 1 .AND THE SAID °WESTERLY RIGHT OF WAY LINEN 4 A DISTANCE OF '249.99 FEET; . THENCE S 40'57'02" •W A DISTANCE QF 416.94 FEET; THENCE N 90°00'00" E A DISTANCE PALM TREE .. R DENOTES c ,� 0 FEET; TO THE 'POINT OF BEGINNING.< • DENOTES DELTA, ANGLE s OF 31,0 Q WATER METER. x L DENOTES ARC LENGTH PARCEL:'!D", C-0)POWERPOLE CB CHORD BEARING A PORTION OF LOFes.1.AND'3 OF'LAKE ;MINNIE ESTATES" ACCORDING TO THE PLAT THEREOF AS RECORDED MAPLE FREE RIGHT OF WAY LINE ' IN PLAT'BOOK;:61 PAGE 92 OF, THE PUBLIC RECORDS OF= SEMINOLE COUNTY, FLORIDA TREE (P) PER PLAT dA C C• ), BEING . MORE PARTICULARLY;DESCRIBED AS 'FOLLOWS. . (M) MEASURED •, OAK TREE EC RECOVERED - - ' COMMENCE AT THE SOU THEACORNLR OF LOT, 1, LAKE' MINNIE ESTATES AS RECORDED IN PLAT'BOOK, 6 PACE 92 OF 'THE PUBLIC• RECORDS OF 'SEMINOLE COUNTY, FLORIDA, THENCE N. 40'57'00" E ALONG THE EASTERLY CHINA BERRY TREE CONCRETE ND THE 1W s`rERLY LINE OF U.S- HIGHWAY 17-92 'LINE OF'SAID LOT 1 'A E, A A DISTANCE OF 100.00 FEET TO THE PINE TREE •, " NG;, TFIENCE: CONTINUE N 40'57'00" E -A DISTANCE OF ' 14.30 FEET TO THE POINT • _ r • ,POINT OF" BEGINNI SURVEYING �� OF CUR,VATURE:OF A;CIRCULAR xCURVE CONCAVE WESTERLY HAVING A RADIUS,OF 2813.53 FEET;::THENCE EXISTING. CONDITIONS �c LIGHT POLE LQ LAND SUR 1LYINC� BU�INEaa 1 NORTHEASTERLY, ALONG TF E.ARC OF SAID "CURVE AND EASTERLY LINE OF. ° OT 1 AND SAID WESTERLY ' .. N L LINE. LS LAND SURVEYOR OF.U.S. HIGHWAY -17.,.92 THROUGH'.A,PENTRAL ANG 0 0 LE F 4 2116 A DISTANCE OF :213.$3 FEET TO APOINT OF - OVERHEAD ELECTRIC PRM PERMANENT REFERENCE MONUMENT.- ° ° , . • .� ,COMPOUND CURVE OF' -A CIRCULAR CURVE: CONC CONCAVED SOUTHWESTER Y HAVING RADIUS 25.00 FEET TH PCPCPlan ,, A �,. A_RADIUS ENc.E SIG PERMANENT CONTROL POINT T N NORTNWE�TERLYr ALONG THE AR .0 .SAID, CUR 7 UG „ VE HRO FI A CENTRAL ANGLE OF l26 S5 44 A DISTANCE OF. 55.24', = :hxs� neo 8" OAK OAK relocate) _._ 5" BEECH`;02" W INSTALL 700 LF OF 6' TALL CHAIN LINK FENCE. 1 1 • TWIN 4" OAK .�.. ».. / 1� 0 s, I I DUMPSTER ENCLOSURE ; o I 10' i N I I 153.78' s 1 I t t CFS..........._................................................ ......._......:.........._...._;......... _.................................... L.. ........... ........... i t t o `s\ 0 0 30.0'0 Irk\ DRY 0 y° \ RETENTION � ZONED GC2 ' � `oo POND USED CAR SALESWITH UNDERDRAIN SEE SHEET C4 FOR POND DIMENSIONS. q --- EDGE OF PAVEMENT ------------------------------------------ ----------------------- ---- - F O , \IF o0 0 L N D r 139.26' 40.0' 200'R i I l 1 I a = 60.0' ' r+ I F I t , 0 12'x60' F I LOADING ZONE I' 45' i 1 I I LL_ :............................. 3�. ................. .............. U U (-\IU U i s�L I 00 00 �t I � II _._......._._.......... ` .......... ................ _. 0O W L� W Li. 0 < I � ....... _. _. _. _. _.................... _.... ...... ............ 30.0' 28.0= 5' �j (1cs. � 1 ' 'a. ; 'N 40' - o - 28.0' 20,0' S' _ p n 33.0' 5.0' 8.0' 0 w 5' 1 28.0' 10' N q 101 27.0' 5' 20.0' 25.0' 56.0' "LOADING ZONE" "NO THRU TRAFFIC" N 0 F. STRIPING: HANDICAPPED PARKING SPACES WILL BE PROPERLY SJGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. ALL ON-SITE PARKING SPACES SHALL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING .SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPERS RESPONSIBILITY TO PROPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS. G, CONCRETE: CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. AGGREGATE SHALL CONFORM TO ASTM C33. WIRE FABRIC SHALL CONFORM TO ASTM A185. READY MIXED CONCRETE SHALL CONFORM TO ASTM C--94. SIX INCH MESH, 10 GAUGE WIRE FABRIC SHALL BE USED IN SLABS THICKER THAN FOUR INCHES. STANDARD THICKNESS SHALL BE FOUR . INCHES, EXCEPT AT DRIVEWAYS WHERE THE THICKNESS SHALL BE SIX INCHES. SURFACES SHALL BE FREE FROM TROWEL OR MACHINE MARKS. SURFACE VARIATIONS SHALL NOT EXCEED 1/4 INCH UNDER A 10 FOOT STRAIGHTEDGE. EDGE OF SLABS SHALL HAVE A SMOOTH FINISH. SIDEWALKS SHALL HAVE A BROOM FINISH. H. UTILITIES: ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND SURFACE COURSES ARE CONSTRUCTED. SITE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL UTILITIES IN ACCORDANCE WITH LOCAL CODES, WHETHER INDICATED ON 'THE PLANS OR NOT. CHECK WITH THE LOCAL GOVERNMENT PRIOR TO BID SUBMISSION. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MINIMIZE INTERRUPTIONS OF EXISTING UTILITY SERVICE DURING CONSTRUCTION AND CONNECTION OF PROPOSED SERVICE LINES. CONFLICTS BETWEEN WATER LINES AND STORM/SANITARY SEWER SYSTEMS ARE 'TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. CONTRACTOR SHALL MAINTAIN A MINIMUM OF TEN FOOT10 HORIZONTAL SEPARATION OR 18"' VERTICAL SEPARATION WHERE UNDERGROUND SERVICES CONFLICT. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES AND ALL LENGTHS ARE PLUS OR MINUS. 1. WATERMAINS: ALL NEW WATERMAINS, PIPES, FITTINGS, VALVES, PACKING AND JOINTING MATERIALS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS AND THE STATE PLUMBING CODE AND SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS AND/OR THE MANUFACTURER'S RECOMMENDED PROCEDURES. ALL WATER MAIN PIPES AND FITTINGS SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD. ALL STONES FOUND IN WATER MAIN TRENCHES SHALL BE REMOVED TO A DEPTH OF.AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. CONTINUOUS AND UNIFORM BEDDING TO BE PROVIDED AND BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND FITTINGS AND TWELVE INCHES (12") ABOVE. THE TOP OF THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. ALL NEW WATER MAINS SHALL BE PRESSURE AND LEAK TESTED PER AWWA STANDARD C600 AND DISINFECTED PER AWWA STANDARD C651 AND RULE 62.555.345,F,A.C.. ALL SIX INCH (6") AND LARGER WATER MAINS TO BE C-900 P.V.C. AND ALL TWO INCH (2") AND SMALLER WATER MAINS TO BE SCHEDULE 40 P.V.C. WATER MAIN TO BE 2.5' (MIN.) BELOW PROPOSED GRADE, J. SANITARY SEWERS: ALL SANITARY SEWER MAINS TO BE SDR -35 PVC. SITE DATA PROJECT NAME: FLOWERS DISTRIBUTION CENTER, SANFORD, FLORIDA ORLANDO DRIVE (U.S. HWY 17-92); APPROX. 500' S.W. OF LAKE MINNIE DRIVE OWNER: AMPROP CORPORATION 6875 `ULMERTON ROAD U.S. HWY 17-92 LARGO, FLORIDA 33771 SANFORD, FL (813)531"4499 ENGINEER: DATE: SPRING ENGINEERING, RETAIL (1,200 SF) o SETBACK0 3014 US HIGHWAY INc. \ HOLIDAY, FLORIDA 1346s December 15, 19�J7 xl. TIN.Q PROPOSED '<< ��° F.F.E. = 45.00' t`' 0 1 2 }� ` ( � PHONE: (727), 938-1516 FAX: (727) 942-4174 «� - POWER POLE �o\ �7 o 80' SURVEYOR: CO S - SANITARY SEWER MANHOLE oo \ ot\ \ AMERICAN SURVEYING AND MAPPING Ln i t t i t 3 t t � i + i � Q -STORM SEWER MANHOLE/CATCFI BASIN oo QC&I s } B ILDING OUNTE SI 'N 150 ISF AXE ! i ( \ •� 300 NORTH PARK AVENUE, SUITE 202 J - WATER METER \o I I (t 3 I I- '� ' WINTER PARK, FLORIDA 3`L789 tio �r -FIRE HYDRANT ASSEMBLY '000 51' i i o o 51' (407) 539-227co 4 r - 6" EXTRUDED CONCRETE CURB �� Jo°o \ o aJ w N �\ I GEOTECHNICAL: Z O� C7 / 39' C7 8 z 39' ATLANTA TESTING AND ENGINEERING U _ ` a \ 3415 KORI ROAD C)% �� --- w --- - w - WATER LINE o0 SANITARY SEWER LINE o 24" OAK alz - '°` - ""' _ " " ' (0)0262-� 9991 FLORIDA 3 257 �C � STORM SEWER LINE oo \ --- st --_ - St - - o My 30 wlde aces �err><e ---ohp-..-- -ugp-- - OVERHEAD/UNDERGROUND ELECTRIC ---`------------------- o° y `�X � & INSTALL CHAIN AND 4x4 PT EDGE OF PAVEMENT \ 17,T 2 5 12 60.0' 17.T CONTACT PERSONS: `1 N -MITERED END SECTIONS (FpOT INDEX 272) �� 000 �` \ b \ POSTS ACROSS DRIVE AISLE ARTHUR T. POLLARD, SPRING ENGINEERING, INC. (813) 936-1516 LL LL Li �) oI�a .t x TO ADJACENT PROPERTY. -_- ---EXISTING 8" CMU RETAINING WALL ` C. H.C. ROLAND P. DOVE, P.E., SPRING ENGINEERING, INC. (813) 938-1516 ! 1 o�,, + o ¢ ¢ �' 1 ` �' INSTALL TYPE I YELLOW w > 12 -PARKING SPACE COUNT "oo k �• k y• N OBJECT MARKERS AND W1-6 EXISTING LAND USE: VACANT (GRASS) < \ �° 20 30.0 24.0 30.0 • 19.0 80.0 6 DIRECTIONAL ARROW PER PROPOSED LAND USE: RETAIL (DAY OLD BREAD) & DISTRIBUTION CENTER (NO STORAGE) Ca FDOT INDEX 17349 (CASE I), � ---1 SEE DETAIL NUMBER `� o0 15.0' .15.0' ZONING: 1 Z _ ON SHEET NUMBER ASPHALT PAVEMENT oo SITETH GC2 VACANT C) O C7 o NORTH: GC2 AC LOT) P77 TE SIG o SOUTH: GC2 USED CAR SALES) �� 3 0 \ 50 S OPY AREA) ci \ EAST: N/A (U.S. HWY 17-92) NOTE: WHEELSTOPS TO BE PLACED IN ALL PARKING SPACES. �\ o` 0,1'�PG� cv 25 0 ALL EIGHT) N I\ ) WEST: GC2 (VACANT LOT) • SEE DETAIL 4 ON SHEETC7 ° j9, 10 BACIK FRUM ROW) \ .FLOOD ZONE: X (FEMA 120294-0045-E, DATED 4/17/95) � NOTE: SITE LIGHTING TO BE PROVIDED BY BUILDING MOUNTED FLOODLIGHTS. ��� `o ��� 'A 10' FIOM DR WAY SITE AREAS: (TOTAL SITE = 77,116 SF = 1.77 ACRES) SEE ARCHITECTURAL PLANS FOR LOCATIONS AND SPECIFICATIONS. �� o PAVED (VEHICULAR USE AREA) 36,325 SF 47.1 % CITY H.C. PACKING DETAIL 0 o PAVED SIDEWALKS, DUMPSTER ENCLOSURE) 1,550 SF 2.0 % o\ °o LANDSCAPING/OPEN SPACE 30,901 SF 40.0 % L>J �\ BUILDING (1200 SF RETAIL + 7200 SF WAREHOUSE) 8,400 SF 10.9 % LLJ 1 rJ''Widre exclusive Utility eas�e("1'lent `oo N LOT COVERAGE (F.A.R.) 0.11 (8,400 SF/77,116 SF)Cc ---------- ---------------tOf- he -Et CTS'-JC1iTfVr d BUILDING HEIGHT: ONE-STORY (20'+) C3 ? SETBACKS: P� 0 - - - _ \ / . __ - FRONT (SOUTH-EAST): 25' REQUIRED (90' PROPOSEDREAV J rr1 H PROPOSED RT�5261: SENORH-EAST): 10' REQUIREDU --------------PROPOSED +�-\�J-------- r SIDE SOUTH-WEST: 10' REQUIRED (100'+ PROPOSED ^ NOTE: RAISE OHP LINES TO BUFFERS: CLEAR TRUCK TRAFFIC ° x • ° �, 2 FRONT (SOUTH-EAST): 10' REQUIRED (20' PROPOSED (15' MIN. ABOVE PAVEMENT)" �7 REAR (NORTH-WEST): 5' REQUIRED5.5' PROPOSED PROPOSED 120 VOLT STREET LIGHT SIDE �SQOUTTH-EAST: 5' REQUIRED (5.5' PROPOSED (PER CITY OF SANFORD REQUIREMENTS). SIDE H -WEST): 5' REQUIRED (19'+ PROPOSED REQUIRED PARKING: (1200 x 1 SP/200)+(2 SP)+(7200 x 1 SP/1000) = 15 SPACES 00 PROVIDED PARKING: 35 REGULAR SPACES + 2 HC SPACES = 37 SPACES F-- `✓ UTILITIES: --------------------------- a�-- ------------------------------------------- --_-- ____________-__________________ WATER: CITY OF SANFORD SEWER: CITY OF SANFORD Lo TELEPHONE: BELLSOUTH ELECTRIC: FLORIDA POWER AND LIGHT SOLID WASTE: CITY OF SANFORD CENTERLINE , OFORLANDO DRIVE "` "" �' P�U•70 ATIC:,FIRE SPRINKLERS-°ARE~NOT 'REQUIRED IN THIS -STRUCTURE -SINCE W ` ^^` _ aCOMBUSSABLE MA;TERIALS«AF . 70 8E: USED MgNU_F.AC:,MRED" ! __ORED OR :SOLD:= w2"hLAND0"6 I ® r 11-111"'HWAV17-92) SITE PLAN NOTE:------------------------------------------------------------ DESIGNED BY: WN ALL STRUCTURES, PIPES AND OTHER CONSTRUCTION. IN , - ,CHECKEDYBY• IS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, iPIED, PUBLISHED,, OR USED IN WHOLE OR PART WITHOUT ,I•TTEN. CONSENT. THEY ARE TO BE USED, ONLY FOR THE SITE Al 'OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, SCALE: JOB NUMBER 728 SHEET a C2OF I i.. , , . . I 1. I I I . : I �� . 1; I . . . r . I 1. ! . I � � •_ s . •.,.I.I 11 __ __- _— _ _ _. _. -. _— -.--- l _ __ _ — - --- - - _ -. ------------------.... - - -- L - - I i .1. _ .. , . - 't r.r - 1. � 11. � ,r �. -' .. . .:' _. "- SAY' •NM _..w -P _ :., .� .. _, . • . :. ^VMa•.•M.tW 7 NNNYiS"r' p,9.�.y, +a rl lY ' I ,. ,« . ,, , ti ... r u ( r ter^ r , 4 , ;a . . 1-..,.;" . 1.,. , , . ,, A}4 .::j'',' i , . , .. ,. , , i I 11 1 :I .. - : , - r, , / . - .. •.. // / ,'� i . I . � e , y / / / / / i/ / +. : Q1. � 1� �,,- I I . . I .1 T hi20',,,b0pth 11 IgiantI I S, ln.. ,, a , '� .� . I. ,z": i.,,_ ��,_''��, 1. , , I .. I I/ i/� . . � o 0 " _ 1 . . � ­ . 1 � 11 �""." . - - ,, , ��,,,__ � �1,,, � I , � �:`­ )'', A -, � . I . 1 le, Cd, - - " �� 11- .1� /a � w I I -,:!: - .1, ,� I . . � .//' V) � z I . .S CASE I. WATER MAIN AND SANITARY SEWER LINES PARALLEL . p /.. , 1 t' rift lore ,.a . �". . I I . I I / 2: U, __: 1. I 11 Y- , 1 0 E �g - / / V) L, WATER MAIN —�- 1 U MIN. �,-- - -_ _-_. .�._ o. _ ._. ... . �.. .�...� ._. �. .... .. . _ ..» 1 .... .... y _. �j a- --------- --- -� --- -- - -.�{�� ---- - - - - - ---- - 1 i2-•- 1 - -y - 11 - - - - - ---- - -- - - ---=fk -- - - -- - -� - �- - -wm- - - -wm-- -•`3- - -,wrri - -wm- --wm- -wrn- wrn ^W.�� �' � _ - - - .- . - I -0--k . . 1 'I g" SANITARY SEWER LINE p - � co ° . f ,____ I _ __�----- ----------.----=--- ___ 1\� I // (1, O �� �G . 2r. . I _` LAK"E ! dol' �� i __ _------ - ?-_-% �o / � 1 �j o 1 �-: ---- I 1. ALL WATER LINES THAT ARE PARALLEL 'TO SANITARY Gj , 1 7/ 0 9 '� - r� le ----- °----- Q �' 15 �- __--__ _--z_�_--')--------------- 0 _---- ---- - -- �- --- : -__�, __ , . O . 1. SEWER LINES SHALL BE SEPERA(EU BY A MINIMUM a jj;�j----------_�__T____�__�_- -- r---1. -->----`i, _.� �,_� ,�_�_�� ---- ---(� - T ' CLEARANCE OF '10 FEET. _� --- - ---- ��� _--_-------,-__-,�-fig-`; --, 0? C. ~�, .�� /.. —0 2. ALL WATER LINES THAT ARE PARALLEL TO SANITARY �„ � „ S 7 ` 0 U 0 0 10 �� .� „ r � 5" .. , �� / L 5 5. 2 4' SEWER LINES' AND ARE SEPERATED BY A DISTANCE OF LESS 15 p�. 12 1 ^„ 12» 1..Q 2 6 5. 5 4 THAN 10 FEET SHALL BE CONSTRUCTED ACCORDING TO » 12 - �' _ �, z' "'�, t9 EITHER OPTIOI\f A, B OR C AS DESCRIBED BELOW. / 16 ��' 0 .� . _ 1`2 /5`�i LJ W _ �� tj �I �(�' '• //A —OVAL1. \ o „ / 11 • k" OPTION A - CONSTRUCT WATER LINE A MINIMUM OF 18" 5 % $� DATE ABOVE THE SEWER AND TO ONE SIDE. /I i i��o'N . WATER LINE AND SEWER LINES SHALL BE l� � � • \ v. ' 1 • CONSTRUCTED OF D.I,P. AND THE WATER & / 41" `V / \ �5` / S sr /' SEWER JOINTS SHALL BE STAGGERED. � �, / � I ' OPTION B CASE THE WATER MAINS IN STEEL CASING.1. 4,\ q r� -, , � o� \\ ,/ 19,-D r,l!� OPTION C - CASE THE WATER MAINS IN CONCRETE. � .� ( / / s ' �`I _ N) V �Q �t ,J N / Non-public pump station shall be signed to ®C � ' ) v V / i � /' \� / u � r CASE 2 - WATER MAINS AND SEWER LINES CROSSING p�ndayai days aNrweek einprovide raesponser Q // / �0/. y�',91� ,/ -O' telephone number. The aluminum sign shall ✓ J /: `/ • /' • `� \/� s / be clearly visible from Orlando Drive, use 2" �� / / �/ / // \ ,r 1. A MINIMUM COVER OF 36" SHALL BE USED ON ALL WATER , / / high black letters on a white background � / / r / / \ / MAINS, made of engineering grade reflective materials, . % / / / / \ \ /// / and measure a minimum of 24" inches high / / / r2. A MINIMUM VERTICAL SEPARA'(IUN OF 18" SHALL BE 7" by 36" long, / l�Ille, // // 1 / \ _i �?REQUIRED BETWEEN CROSSING WATER MAINS AND SANITARY \ ' (3, ; /' .(kn' u � ;`'�iSEWER LINES. fFLOODING: The finished top'elevation of the V 'CJ // // � // \Q stations wet well has been set more than 18" °..J / / /' // / 6(J - A 1 / above the crown of the road. rhe entire site X / /. // - / // //\ 1-1 is in flood zone C and, therefore, not subject / Lr'O// " / /_ �(' I / to 100 year flood events. / / 1r3 // / ,' \ - T r .,, 10,, / / 1g' Pressure switch assembly is to be per City of / // i / // � - 6 Sanford Fig.305 see sheet C8.'L . / / ' r SANITARY SEWER LINE -, \ O ( ) �,// / i� // /// '�.� 3. WHEN A VERTICAL SEPARATION OF 18IS NUT POSSIBLE / // �O// ,' ,/ / THE WATER MAIN SHALL BE EITHER CASED IN STEEL / / / (sp � / / CASING OR CASED IN CONCRETE OR CENTER A LENGTH OF 5„ / / i / / nJ�'Oi x ,� THE PIPE SO AS NOT •(0 ALLOW A JOINT "TO BE WITHIN / 6„ / .�i , rr /� 2. /-10 / I '. �. 10' OF THE SANITARY SEWER LINE. / // !�% ,//' /,'/' /, `/"� �/ I / - 8 VACANT The DEVELOPER shall construct reclaimed water /+/ // /I�,// /' /' I I,'oj. . II -- - distribution facilities to the proposed development .".'f/' r/' //I /I �' r/ ��`` �, �u ZONED GC2 and to each lot and tract within said development_ /' f/• ,'' / / , , " I / - - - I �\ A fully automatic irrigation system, utilizing r�/ 66f '/ /' �' /' ,r � r '/ F / / , , � . / � � � 11 � 1, I / // o\ \ reclaimed water, shall be installed by the Z�' /� / / / ✓ ,/ �� U.S. I iWY 1 %-92 RTE f_�N- � \ � /\ / / / f o DEVELOPER so as to provide total coverage for all / - '' , , / � `�\ , SANFORD FL I / f' ^ k, ,,\, landscaping, including hedges, trees, and grassed �' :!;f✓ i / / r / ' - 10' MIN .- 10' MIN .-� r, /4' \ I o � / / / �/, \ , / �`6� \ v \ areas, for the proposed development and each lot , /// j , /,/ , /11 (� } \ ' ' DATE: /,/ %l / . I . I . ' // \ moa\\4, and tract, therein. // c%r' C?,-"' /, /, // r NLESS THAN 1 �"ti o11, SANITARY SEWER LINES f,�/ {'. �, rakeback calculations: i,//p� / \ ���, /,' December 15, ,1997+ / / \ °� \ +,� Total Acreage = %%,116 sf = 1.77 acres /./ /� / / / \ / cp N / <1. / \ a� \ e n Irrigated Acreage = 3T,346 sf = 0.%2 acres //' ////, / /' /' b // ��"�__��,� \\� \� °o \` l! Potable water Usage = 248 CPD /,%' ,f f`' / \/ ��' // r� 11 h / (` I (° / ��\ �\, \ °ate\ Reclaimed Water Useage = 991 GPD /;'' ;`f`/' / / /'\ 3e i/ /' N' WATER- WE 4/ l� I V T 4,/ `�\�, `\ \ oma\ Wastewater Generation = 248 GPD / /"*"'/ r/ \ % (r /� . �/ (' Lel i"_`\ �/ �'�0 N � �\ \ `. \\ 1�1\ �. J .+, // , 1 / / /// / .O / �5` PI'S. i,,,v � T) / r,/ �' i� �// `` \ �J \ /,, \ � / f/r.r. / r/ /' �'' 11, �r U I // /<�> \\�� 114�° J��''\\ NEW 3/4" WATER METER e //` ;'0 / �, / \ �\ ' \ , \ �/ / / / �. o U /' NEW 3 4' IRRIGATION METER O �-' !' `A /,r / \ \ / � / / . \ o . `' ,� / \\\ \ ,�°oma\'� NEW BACKFLOW PREVENTER ASSEMBLIES GP /// ,., f � // ``�/ ,' ,' \ Nt r� • ref o,' �cP / / `iJ / / . \ T� o\\ (ALL PER LOCAL CODE) o /. /` / /.1q i / , , \\ 00 ZONED GC2 s / 4 s y \ � / I'\10 40 �� / / I � � � _ z_ ''- //, 4, d/ O%�. � eta y P / /j' /r` Gc! / \ /' / // Q�i9 \ `�` J • � � ! Z . /�' /I.,�/ r st\ p °o \\/ «r /i 1_,O i i / , / / S `.. : ` ■ i /' / r �� Z`, / o \�/ . \ vL / r \ , ,/ /' \ gyp, '� / // �'Q '.� , dr °LSF �` 2 q`�r %} \�� % /' \ ,/ / , �r [) r / / //'f ��� i/ �y0G �Q /���, 1 3 C.O. �\ '� \� \� ' , J,•`'/�� ���`�% r'' ?�� ,�'O'' /'' yG r,/r ' /S `N' / , •F` Sic (E=37.45 ♦ `. / / , 'p, / / O r r v 1. \ / / P , / / c5� r (7 = ,/' 1 / ,1.9 �� . ��: � �. SCJ p v p ° \\ ,:.. .. - r / / ,' > / + / � Cb / /r� /..: / /i /, r/ `"\ / / �: , ` X41I./� ` /v ��i ��G,,�S' �! w °� /� \ /�P� /` f fi/��'r��/r� i '/ /'' ,/i �j/// (� I () f/, / \ .. .. , ".. (�P(Z� . ./ " I e, '\ -I, , .., " \1�2/// ,_,,- / /;"-, / I I ��_ , . . . .1 . r� �/ // �\ <\ `� ��ll <<, �O i,Gd c`\41 /\O`a / // / . e 1./ //, 26 r/ ,/ f /r / LLl ,/.. ,r �\ , �,>_— fig- �O, a ro O / �>p \ Q Or �C/ /` / d / /' o /' LLl Q � r//' / >' ,- --'o 150 LF OP-�EW 4" CONDUIT (SCH 40 PVC) . ��I �A�„ , �� �t� 4<1Y� T"d/ / /rf //, //�(b, (b r, `91P r, r, .: d' / ' •� FOR UNDE ROUND TELEPHONE SERVICE 1d �; r�' �� 'o �Q !x �" % I /' / ' / / /i �` / ' 6 ' ' , < / S' %�� o Q d d /<� t °' / �� /, lj // / dir . / J /i r�` � / /' t��' /' / / ,. I. /� o �4% , r , y 02 / a� ,,� i/ �a ,el r r /, / g (((W��� / r/f' ���I 1 114130 Lk- F NEW 4" CONDUIT SCH 40 PVC) — °�` �o'_�' / ���� �� 'k- // I�1� ��� ",,,,/ Aa -t !' / // ,' / �O/' ,' �/ r,,r`.\ /°� / FOR ,' NDERGROUND ELECTRIC SERVICE �, o� 1 11 jam$ 111 `/' +t C \ / `/� fr/ ��// �,' r// /r s�, �O/� y � �� - . J `o /' �� / \ % Fr /I! / //' '' / /r j/ .. � . ,*1�11 / ° �� 11�1° 'ate 1. �. 1._ 1 / \-p < I'll �� J� (ti , i 1 4- ///.j/', / /r / 1 / ��i ' til 9� \ �I / 1 I� /� r/ �O / /'Z9 �� / r // i y , , </, ,/ r, >to 1 / I 11 , I '. I I I I � � . I ..;, 7 / / � / / / i� 1\fir 1 / ky1',, O.c, r' /r Ike `\ ,;�, 1; � �, X/ / /V i11 11�,4$ g L i p� / RETENTION / ..� /�� � \ / / A � �oJ / ,' �� �� �� / j� o ��'i' aJwao / /\\� // / rr/ �p<� Syr/T /r/' �J�� . SEE SHEET V I V SYSTEtvI / / ~�� �p y� \\c,.' /'' �� / ___/a / f / Q\ �� 11 //' �� i / / 1-1 114 // 4/ `I. o �r °a� fir`°r / i, i- 1 / ,r Q A u r// '�`0� rr - ,,' UTILITY PLAN / � I � / . .I I /. . I / f >"-\\'// / I/�� / / / lI ,//' �P \000 i'' / 1 n o 7, 1 (� %� r� / / / i' Q� I F/ / DESIGNED BY: 1 V 9 V 0 0' 0 0" E 3 3 1. 0 0' � J a 11 "'�9' DRAWN BY: ---------------------______-------------______- - _------------_-------___ __ ----_- ____-_ ,o, / / �O// C4 ,y� //�, .` __._ _ _ _ ___ .._ ._ ____ - _ __---- --- _._.__. S� / p� CHECKED BY: ---______- ------ -3 :0 �' //% /// fid' �/ 'Ill i /�HII I .aI �L. Y I I.� .I.� .­ I ', I''I ..' .r.., . -, I 7. . 1,14��I I � I0� . I I .I�I1..� �.- �1­�I.1I—,1,'17,,I�,�:.:v �11,�1, ,'. . ",-''!1,II II� 1".I �_ .. �., ,..'.,-, ' 1.. —. . � I '� ,�_ . ., I .­. -—I . 1I� ,,:,'. I�1I. . _'1�, "1­-_�.�',,. 1 , I"_,— �,."�1,,;�"­1, _,!',,; ..i . ,.�I i�. ����.�11,`,��­�,,,I ,�,":,0�I1,, 11:1._.� 1-I`', � ,,�,e1,1.,­1�. '* � SCALE: ___--_ �, _,, �______-_ --- -- %r� ///// 95NN \ JOB NUMBEF2, ______7 �/ /, , // (��' SFS/ / . " . / /r / / ,v Ij S / 1� 11_X } I. UES CA, SALES /' / / �- / I ,W r . y ZONED GCS 'g / t� / It /' % / Lji� �fi' ; / r� % �/ Scaler 1"=30` r,/ 41,E g / �; �� �, , o /� - . � , Z D �r ­ I I I .1 ,� .." . - I"? I I ;,,. I - - 1. (� r . , r.. / a r r �„ / Dc / . �..■ ...- r>��� ��� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII M����� 11 1�� II TYPICAL POND SECTION SECTION, AT R.O.W. BYPASS INLET DETAIL HORIZONTAL SCALE: I" = 20' PROPOSED 6' CHAIN LINK FENCE HDRI.Z.01AL...,$OALE.1. ... , •.���,•........... ........._ ; 44 PEAK HISTORICFLO'N FROM LOT 3 (2.3 ac) = 5.75 CFS X96 VERTICAL SCALE: 1" = 4' VERTICAL SCALE: 1" 4' Q Section 14, Township 20, South, mange ..................... _... ........_.............. ............ .................... _.......... ............ _.............::_... 4 ...................... .......... _......... ........... 431 1� MIN. 1 IMAX. DRIVEWAY'FDOT TYPE C INLET INDEX 232 ........ ..... ...... .. ........ 4........ ...... .... . -. .. 9 .............................. l . J . �„ ........ _ ....:. .... .. 42 .... :.. ......:. ......... . ,.._. ........: ..... ..,.... 42 , L- TI r,^��.."' A i t`" I°"9 A 1 A SEG ON THRU DRIVEWAY -' 5' 6' EXISTING HORIZONTAL TAL S AL : 1" 2 TOB = 41.00 13 106 SF = 25,413. CU FT 3:1 .............. 1......................_ ... ................ ........._... ........ ..... ..... ............. ....... _... . 41 �I� :.... ..,...SHOULDER..,... 41 1. GRATE EL 39.45 = USF 6610 � ..........•....._........• ........................._,.... E........... •....•......0... 45 wo _V RTf A CA 1 - 46 E L S l E.EXISTING PARKING LOTLC- - - ` :1 PAND SWALE 0 z 1 1" FT S SLQ E O SIDEWALK DHW 40.00 0 95� SF 3 236 CU w 0 -...................... .. _............................................:............................................................:.....................:............... �..:.: .... .....:,..... 4 _......................._.........._..._.. 40 „ ........ ............. � 0 z.. ......_ 44 2. 18 RC •� IE 5. 4 . P 3 3 40.45 36 t2' 12' M WA w CMU LL - 4.1 SLOPE - _ - D W - 39.49 9 879 SF 7 64 CU FT I L 9 4:1 SLOPE z PROPOS ED SIDEWA K 39 S L BOP = 38.59 = 7,984 SF = 0 CU FT 3. 12' HIGH WOOD RETAINING WALL I ! 43 I ' 1 NG A F T p 47 SLOPE o THRU THRU �3 a .. ...................._........................ ............:._........... ................ ............ .... ....................._..._..............................:............... ..._........:..... .t; ..................... _................. ......_... .........:..1:....... ............................. ........................ ALO SIDES AND BACK 0 INE 38 .. ..... 38 E I 3 N .... 42 a � z 4x4 PT POSTS - 2' LONG (Z4" O.C.) �.......•...•...... (..........:. .. LANE LAN.e.. .. .. •. s� ........._....................................... .._..................... _......:........... - SHWT LOWERED BY UNDERDRAIN 6" MIN BELOW B.O.P.) a 37 ._................-. 3/ 2x6 PT WO(HORIZONTAL):::•........:...:::...,_ .....,..... :.........:............................................... ........................;....- ............., .. 41 ( 39.50 39.45 RCP 18' R .P STORM PIPE r ZURN TR NCH DRAIN - E � r� 4, EXISTING GRADE - 39.50 �.,1��...---^ 0 0 1016" UNDERDRAIN (TYP) 'z o 4 a. �1 :.i i 4% SLOPE ..............._.•o" :............................ .....:.,..........................._................,............._.............................:.....................-_.........:.........._........................................................._............:.......:.,........... 35 30 5. PROPOSED GRADE = 3:1 SLOPE t t 39 6. PROPERTY LINE I ,i.` t• _� VACANT EXISTING GRADE (TYP.) HISTORIC FLOW I y EXISTING GRADE (TYP.) 7 4 35.34 EXISTING SLOPE = 0.3%=> �p,� EXISTING GRADE (TYP.) _ ZONED (� �♦ 9/ NOT TO SCALE _ L O V E D G C 2 ♦♦ / MATCH EXISTING GRADE Al PROPERTY LINE. EXISTING SLOPE = 0.4% -=� -� ♦♦ - � � 6 EXISTING SLOPE = 0.2% ---� �♦ SILT FENCE AT PROPERTY LINE. 8" OAK EXISTING SLUPE = 0.3% �) .♦ p0 5" BEECH � i \♦ �UAK relocate ^. �'� SILT FENCE AT PROPERTY LINE �� - �- - T...�. .,�.....�.....�-....-.,.. �.�. -.�.. ♦ ♦ ___ _ - __ E4"l RIDGE } Y ,.- 42 3:1 SLUPErass -� - - - _ ___ rgss I � ____ - - _ - g _ _ __ _ --- ___ go II ` r r -- concseta I I ; yrvss - \\ ♦ II u; I; I I t 41.25 I 41.10 41,15 41.60 -41. ♦ ,^\ ( 42.20 42.10 i i t I c 41 I i 0.7% ! S� p3 0.5% ♦ 41 00 �♦ f 0 5% 55 ! P ° 0 5 a concrete 0 a o 5' DRAINAGE EASEMENT \ ♦ gross \ ' ' , I I 41.00 asphalt 41.40 r \ ♦�i g / TN/IN 4" OAK ,. 42.10 - I - rs s 41.15 I ♦ \ l-- - i sic- \ - i =� \ I I t \ �_7 ♦ rass \ , \ ♦ 3 ---� �-'- - ^- \ 42.20 I 42.10 I r I I r r�� 41.10 SJ I C F \♦ ♦♦ �� C,O. IE=36.05 \' ` � I P5 i I I I t o i �,- r IQ 15 grass ( ) 0 �t I r \ , t r r o tQ \ ♦♦ ` �\ �� C.O. (IE=36.05) ♦\ Q 4`2.20 42 , �\ t I i I j € I 41,10 ar I i -expansion joirit (tYP) 1 1 41.35 t I w p ` ♦ \ 41.00 , condrete o `� ♦\ \\ \ \ �/ \ \ \\ .' \\ asphalt # 4% < °y \♦ \\ a \\ �i i \ / Sfi \ '� �� • 41.%5 41.85 127 42.50, 45 42.50 4_ 35 41.55 I I I I I /�ti \ ♦ G% ♦ C.O. (1E=35.95) ♦- �, >c� o, ~�� �7 saw cut Ijoint (tYp) I I I I G \ ♦ \ \ 4:1 SLOPE ��� �.• \ .., 1 ...... ..............................:....................._...._......,............_...._..... v� \\ ♦� \\ \GRATE = USF 6610 .� =,/_ -� '� CD �\ ......_..._..................._ - �.�/� 42.10 I I I I x \♦\ ♦ ♦ ♦\ \ / C.O. (IE=35.91) / 3 . ♦a r w : r \\\ \♦\ \` \ / U / -� . \ o o............_.................._...........,.,..................................... .............. .... \♦\ ♦ `\ \ \\ 0. (IE=35.W)\\> i w D S I `\ ...._.. ................................._..._..-.._...... ....... ..... ........................ _ b� \ 42 I O Q Q \ ♦ \� / / I 0009 ♦♦`\ 41.00 \ / / / I 1 % Q`a y r 0. 5% c J 0.57 I �, \ / RETE ,/10N 1. I a o �} q'�p � ° Cill =-> �i \ ♦\ 41.25 \ ` I v •• ♦ZONED GC2\ �\ �\ O0 C.O. (IE=35.67)00 o W II ' o CL �' I I I a \ POND l o W 1 1 {� ♦ ♦ \ \ c9 U V \ `'- I r ...._...... ............ ._...._... _._._....._..... ....._. O .......................... I t` L : : I \\\ ♦�♦ \\\ fav' \ \ / / UJ C.O. (IE=35.59)0 I I I ��> I ° 1 LL I P2 USED BAR SALES \\ ♦� y \\\ o I Q I \ ♦ 6y \ p . C.U. (IE -35.53) ........... ............... _._. O EDGE OF PAVEMENT \ ♦ \\ uo \ \ sZ9 \ , Irr ' • ___ \ S ♦\moo \�\ L� / U� �\ \ 3' I c I 42.50 42.50 IV- I i 1 U _____ _---------- - \\ ��' ♦\ i 9 \ / 42.3a 4 .45 42.45 42.35 o ------____ ______--a2 c�Q�\ \\ \yc \ / \ 42.25 y/ �pF\\ \\\ \ x / _ / / 42.30 142.20 Q. 1 O 1 0 42.15 I I I I ( < [.� s� ��♦♦� grass \\�\G.O. (IE -35.39)\ X X grass: 4:1 slopegrass ®4:1 slope I oN O� ��� ♦\ �♦\ \ \ C.C� ' IE -5.35) `\ h0 U- 5;? Y �,'N p-�\� \\ \ \ U� / ,' gross43,20 44.10 43.75 42.$5 r� aU EXISTING PROPOSED �0/ yi,� ♦\ \\ w 44.25 1 I I I I 00 N - POWER POLE o c� (ICS 35.25) ` I � 42.50 RETAIL (1,200 SF) o S - SANITARY SEWER MANHOLE h�' �� �Gy `� ♦ \ ,� 15. 30.0' I 4.5% ' ,,� 4.5% I' I I I I \D\ Q - STORM SEWER MANHOLE/CATCH BASIN J \ �� ♦\ 41.00 \ \\ , """"- F.F.E. = 45.00 - - WATER METER G% G7( \ ♦� \\� \ f-- • � 1 � 44:90 .......... aO, .......... 44.55 P ® - FIRE HYDRANT ASSEMBLY \� ♦♦♦ t1 25 \ tiYv ' t ♦\ \\ \ , ' 42.60 43.50 44.40 I I I i ' I 's I ; I r I 42.35 I 44.05 43.20 I ♦ O S IE 35.18) X : , r i I r I I r �,ond etel J ' ' - 6" EXTRUDED CONCRETE CURB �\ I r s r I i X w --- NATER LINE 5 ♦� 1/o graasphalt -w- ss4grass I I --- ss--- _ss- SANITARY SEWER LINE I --- st --- rand �� - STORM SEWER LINE �' ♦ 44.40 asphalt C3 II $? ---ohp------ugp- - OVERHEAD/UNDERGROUND ELECTRIC ♦� ` I �r asphalt > � j b� II , P I I I I ni- MMITERED END SECTIONS (FOOT INDEX 272) ♦��\ 24" \sk LL U H i I i WJ ��:IIA�1\`loft Fal �_ \`l!J■-AC�� K. TEE BARRICADES AND I JT R C U � D EROS ON CONTROL: ALL EROSION 'TR 0 CONTROL 17--92 MEASURES (SILT BARRIERS) AND TREE BARRICADES MUST BE INSTALLED SANFORD, PRIOR TO THE START OF CONSTRUCTION AND REMAIN IN PLACE PIP, fjDjj THROUGHOUT CONSTRUCTION. ENCROACHMENT OR FAILURE TO MAINTAIN 5 THESE COU BARRICADES F F E LD RESULT IN ENFORCEMENT ACTION WHICH MAY AY STRUCTURE INCLUDE CITATIONS AND/OR PERMIT REVOCATION. SILTATION BARRIER S 15, SHALL BE MAINTAINED AND REPAIRED AT THE END OF EACH WORKING DAY. INFLOW HAY BALES SHALL BE INSTALLED ONCE PERIMETER GRADING IS COMPLETED, DESCRIPTION STORMWAT R E FACILITIES H ACIL ES � ALL HAVE HAY BALES PLACED AROUND THEIR El V ENTRANCES TO PREVENT IP NT F ESEDIMENT FROM BEING 'TRANSPORTED INTO THE T•-- STORMWATER SYSTEM. HAY BALES SHALL BE PLACED ALONG -THE 41.10 PERIMETER OF ALL DOWNSTREAM BOUNDARIES TO PROVIDE FILTRATION OF U LLII RUNOFF DURING CONSTRUCTIQN. -THE HAY BALES SHALL REMAIN IN PLACE FDOT TYPE C INLET UNTIL 'THE ENGINEER HAS APPROVED THE VEGETATIVE COVER ALONG 37.80 EMBANKMENTS PROVIDING RUNOFF TO THE PERIMETER. IT IS THE 53 CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SOIL EROSION CONTROL 41.40 DEVICES. IF AT ANY 'TIME DRAINAGE STRUCTURES OR EROSION CONTROL 2.0 DEVICES BECOME DAMAGED OR INOPERABLE, IT IS THE CONTRACTORS Vcy) RESPONSIBILITY 'TO REPAIR THEM. THE CONTRACTOR IS EXPECTED, AT THE 37.00 END OF EACH DAY, -TO HAVE THE SITE GRADED IN SUCH A WAY THAT S5 ADJACENT PROPERTIES ARE NOT ADVERSELY IMPACTED BY EROSION OR 41.55 SEDIMENT LEAVING 'THE SITE. CLEARED AREAS SHALL BE STABILIZED EARLY 3.1 IN THE CONSTRUCTION PROCESS AND IF NATURAL PRECIPITATION DOES NOT FDOT TYPE C INLET (SUMP) PROVIDE PERIODIC WETTING OF 'THE SITE, THEN THE CONTRACTOR SHALL 35.90 PROVIDE A METHOD OF SPRAYING *THE SITE 'TO PREVENT WIND EROSION. 37 CONTRACTOR SHALL CLEAR ONLY THAT AREA SHOWN 'TO BE CLEARED ON 41.00 THE PLAN, CARE SHALL BE TAKEN TO DISTURB THE EXISTING VEGETATION N/A IN ONLY THOSE AREAS UNDERCONSTRUCTION AT 'THAT 'TIME. ALL CLEAR 4' DIA. MANHOLE sIfE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, "TREES, ETC. 34.65 IN EXCESS OF THREE -AND -A -HALF (3 1/2) FEET IN HEIGHT. DURING LAND 10.0 ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN 'THE DRIPLINE OFA TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE LOCAL GOVERNMENT. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA. ALL 'TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING S'T'ANDARDS. L. GRADING AND BACKFILL: THE GRADING SHOWN ON THESE PLANS IS INTENDED TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR IS EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR TO GRADE PROPERTY SO THAT GRADING MEETS ADJACENT PROPERTY AND RIGHT - OF - WAY ELEVATIONS. CONTRACTOR SHALL NOTIFY THE OWNER AND SEI PRIOR 'TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. ALL FILL MATERIAL SHALL BE SOIL OR SOIL -ROCK MIXTURE WHICH IS FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCE. IT SHALL BE PREDOMINATELY GRANULAR WITH A MAXIMUM PARTICLE SIZE OF TWO INCHES AND A PLASTICITY INDEX OF 12 OR LESS. ALL BACKFILL WITHIN THE ROADWAY, OVER ANY PIPE THAT IS -TO BE INSTALLED UNDER THE ROADWAY OR WITHIN EMBANKMENTS, ETC, IS TO BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO AND PER F.D.O.T. SPECIFICATIONS, SECTION 125.8.3, LATEST EDITION. M. DRAINAGE: ALL DRAINAGE STRUCTURES MUST BE CONSTRUCTED PER FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDARDS. MITERED END SECTION AS PER D.O.T. INDEX NO. 272 AND NO. Z73. ALL PIPE LENGTHS ARE PLUS OR MINUS AND MEASUREMENTS ARE TO THE CENTER OF STRUCTURES. OWNER SHALL MAINTAIN RETENTION AREAS. N. PAVING: ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY 'THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTH TRANSITION WITH NO BREAKSIN GRADE AND NO STEEP OR REVERSE CROSS SLOPES. AT APPROACHES 'TO AND INTERSECTIONS WITH EXISTING GRADES, IT MAY BE NECESSARY AND ADVISABLE TO MAKE MINOR, LOCAL FIELD ADJUSTMENTS TO ACCOMPLISH .-THE PURPOSES OUTLINED. IT IS 'THE CONTRACTORS RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE AND SEI SHALL BE CONSULTED SO THAI` WE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS 'TO ACCOMPLISH .,THE INTENT OF THE PLANS. ASPHALTIC CONCRETE *TYPE S-1, SHALL CONFORM 'TO THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION, FOR MATERIALS AND METHOD OF CONSTRUCTION. ALL ROADWAY BASES SHALL BE PRIMED AND, IF REQUIRED, A TACK COAT SHALL BE APPLIED. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM 'TO THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 'TEST REPORTS FOR SUBGRADE, BASE, ASPHALT AND BASE CORE AND CONCRETE SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL: SEE SPECIFICATIONS FOR SPECIFIC TESTING REQUIREMENTS. Njffil��� DATE U.S. HWY 17--92 PEAK PE SANFORD, FL PIP, fjDjj DATE: 5 Njffil��� DATE ---------------------- �°� �♦ � y; � % 43.20 43.50 ° � , 12� 42.00 - SPOT ELEVATION EDGE OF PAVEMENT \\ ��. ♦� s } ��6 I ( P i ' 42.65 1 I ,y/ , � X \ ♦\\j 42 43 �7i p�qK 43.10 %42.77 42.55 ��. ( i I i S gross - LANDSCAPED AREA (SEE LANDSCAPE PLAN FOR DETAILS). \\ ♦� I F�Opy - X - - I/C` X41 i �;� _ I i I I� F� ♦ \ `\ limit or fill /i� 42.75 S ® Fps 43.20 y 1b" RCP: I E 348 5 OS2 1 I �� o� ©_ S2 -STORM INLET/MANHOLE ID LETTER OUTFALL CONTROL STRUCTURE around tree I 43.30 43.10 43.00 43.20 i - STORM PIPE ID NUMBER MODIFIED FDOT TYP C INLET (INDEX 32 �\ ♦♦♦ X b\ P� d D EU DO E _ E_ ( D 2 ) \\ asphalt O ljsj - UNDERDRAIN PIPE ID NUMBER 1. GRATE = EL 41.00 = USF 6610 ♦ ♦�\ 41 10 asphalt �a `n� I I I I I EXISTING TAILWATER ELEVATION = 34.73 (EXISTING PIPE) < " 2. WEIR = 1.5' WIDE Cs� IE = 39.49 `\ ♦ b\ grass grass ! � CJS �• r \ ♦\� \ grass �•- a 1 REMOVE EXISTING PIPE AND M.E.S. AND REPLACE WITH 24" RCP 1 5% 3. UNDERDRAIN = 6" PVC CT IE 35.18 � SURFACE FLOW ARROW AND SLOPE \\ ` ¢ ( I I SLOPED TO INVERT ELEVATION AT EXISTING HEADWALL. v 6" DIA. PERF. PJC WITH 6" GRAVEL ENVELOPE (No 4 STONE, WASHED) `\ \ '� 43.30 43.40 \ 43.4Q 42.70 I S8 CD SILT FENCE (SEE DETAIL 1 ON SHEET C7) WRAPPED IN NUN WOVEN FILTER \ ♦♦\ \ � / FABRIC (MYRIF 140N OR EQ.) `♦ ♦♦ TYPE F CURB9 \ J rass INSTALL 24 OF .INDIGENOUS SOIL BETWEEN ` ♦ . 41. U - - � BOTTOM OF POND AND GRAVEL ENVELOPE. \`� ♦�� �- - -- --- 43/ 43 4:1 SLOPE (/) / 2. ASPHALT PAVEMENT \ p�� 4:1 SLOPE_ _ 42 T- 42 - C � 4, SKIMMER: TOP=41.00; BOTTOM=38.99 \ �• ""' - � � ' 5. 18" RCP IE 35.18 --0?�1 ♦\ �-- 41 �_ E -__-, . .,._._-. _•-_-_ -�- i�% / ,ry 6. BOTTOM OF POND CSD OCS = EL 38.18 -_-^_---SSSS_- ♦ �, - '' 41 41.10 S1 40 _ 39.0 G7 j„�•., -UNDERDRAIN PIPE TABLE = --- -40 - . _ _ _ _ _ _ _ _ t'' 0 DESIGN FULL 1 - - - - ._. - - - - T - - - SILT FENCE O °•: PIP LENGTH SLOE FLOW FLOW VELOCITY _ 9•J0 ,-� - ~� � � � � �.-. � � tEW 5' CONCRETE SIDEWALK - ID SIZE &TYP F FT FT FT F F FP t -= =_ -OHO ^ - - - - - - - SSSS-- --SSSS-- --- \------- -- -- ------------- ---- ---- ----- ------------------------ -E !~�.� � (�j k"F I �). I �'`. �'t\_,�- T - ----- --- OHU --- +- ;1 U1 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 I•.. r SILT FENCE U2 6" PPVC LATERAL 20 0.005 0.02 0.4 2.14 �: ~ 15 U3 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 0 .: _- --_,� st _�___ G% U4 6' PPVC LATERAL 60 0.005 0.05 0.4 2.1 r� Ai O EXISTING SWALE I _ __-__- st----------- s U5 6" PPVC LATERAL 60 0.005 0.05 0.4 2.1 JJ f1� - - ��`L 1 J U6 6" PPVC LATERAL 40 0.005 0.04 0.4 2.1 i �• I INV=34.22 C7 U7 6" PPVC LATERAL 20 0.005 0.02 0.4 2.100 i U8 6" PPVC MAIN LINE 160 0.005 0.33 0.4 2.1 --------------O -------------------_--------------------------------- --- _________________________SSSS--________-,_ 1: r �2-------SSSS-- k i _ •.t �) -5 .fig. ��' ^.�°�• a 3 I VRPA U.S. HWY 17--92 PEAK PE SANFORD, FL PIP, fjDjj DATE: L�NGT F T PEAK STRUCTURE December 15, 1997 INFLOW t" DESCRIPTION 0.7 V F T•-- `- 41.10 ate. U LLII S2 FDOT TYPE C INLET 42.55 37.80 0.7 53 FDOT TYPE C INLET 41.40 37.40 2.0 S4 Vcy) 41.00 37.00 0.7 S5 FDOT TYPE C INLET 41.55 36.60 3.1 S6 FDOT TYPE C INLET (SUMP) 39.00 35.90 00 ---------------------- �°� �♦ � y; � % 43.20 43.50 ° � , 12� 42.00 - SPOT ELEVATION EDGE OF PAVEMENT \\ ��. ♦� s } ��6 I ( P i ' 42.65 1 I ,y/ , � X \ ♦\\j 42 43 �7i p�qK 43.10 %42.77 42.55 ��. ( i I i S gross - LANDSCAPED AREA (SEE LANDSCAPE PLAN FOR DETAILS). \\ ♦� I F�Opy - X - - I/C` X41 i �;� _ I i I I� F� ♦ \ `\ limit or fill /i� 42.75 S ® Fps 43.20 y 1b" RCP: I E 348 5 OS2 1 I �� o� ©_ S2 -STORM INLET/MANHOLE ID LETTER OUTFALL CONTROL STRUCTURE around tree I 43.30 43.10 43.00 43.20 i - STORM PIPE ID NUMBER MODIFIED FDOT TYP C INLET (INDEX 32 �\ ♦♦♦ X b\ P� d D EU DO E _ E_ ( D 2 ) \\ asphalt O ljsj - UNDERDRAIN PIPE ID NUMBER 1. GRATE = EL 41.00 = USF 6610 ♦ ♦�\ 41 10 asphalt �a `n� I I I I I EXISTING TAILWATER ELEVATION = 34.73 (EXISTING PIPE) < " 2. WEIR = 1.5' WIDE Cs� IE = 39.49 `\ ♦ b\ grass grass ! � CJS �• r \ ♦\� \ grass �•- a 1 REMOVE EXISTING PIPE AND M.E.S. AND REPLACE WITH 24" RCP 1 5% 3. UNDERDRAIN = 6" PVC CT IE 35.18 � SURFACE FLOW ARROW AND SLOPE \\ ` ¢ ( I I SLOPED TO INVERT ELEVATION AT EXISTING HEADWALL. v 6" DIA. PERF. PJC WITH 6" GRAVEL ENVELOPE (No 4 STONE, WASHED) `\ \ '� 43.30 43.40 \ 43.4Q 42.70 I S8 CD SILT FENCE (SEE DETAIL 1 ON SHEET C7) WRAPPED IN NUN WOVEN FILTER \ ♦♦\ \ � / FABRIC (MYRIF 140N OR EQ.) `♦ ♦♦ TYPE F CURB9 \ J rass INSTALL 24 OF .INDIGENOUS SOIL BETWEEN ` ♦ . 41. U - - � BOTTOM OF POND AND GRAVEL ENVELOPE. \`� ♦�� �- - -- --- 43/ 43 4:1 SLOPE (/) / 2. ASPHALT PAVEMENT \ p�� 4:1 SLOPE_ _ 42 T- 42 - C � 4, SKIMMER: TOP=41.00; BOTTOM=38.99 \ �• ""' - � � ' 5. 18" RCP IE 35.18 --0?�1 ♦\ �-- 41 �_ E -__-, . .,._._-. _•-_-_ -�- i�% / ,ry 6. BOTTOM OF POND CSD OCS = EL 38.18 -_-^_---SSSS_- ♦ �, - '' 41 41.10 S1 40 _ 39.0 G7 j„�•., -UNDERDRAIN PIPE TABLE = --- -40 - . _ _ _ _ _ _ _ _ t'' 0 DESIGN FULL 1 - - - - ._. - - - - T - - - SILT FENCE O °•: PIP LENGTH SLOE FLOW FLOW VELOCITY _ 9•J0 ,-� - ~� � � � � �.-. � � tEW 5' CONCRETE SIDEWALK - ID SIZE &TYP F FT FT FT F F FP t -= =_ -OHO ^ - - - - - - - SSSS-- --SSSS-- --- \------- -- -- ------------- ---- ---- ----- ------------------------ -E !~�.� � (�j k"F I �). I �'`. �'t\_,�- T - ----- --- OHU --- +- ;1 U1 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 I•.. r SILT FENCE U2 6" PPVC LATERAL 20 0.005 0.02 0.4 2.14 �: ~ 15 U3 6" PPVC LATERAL 20 0.005 0.02 0.4 2.1 0 .: _- --_,� st _�___ G% U4 6' PPVC LATERAL 60 0.005 0.05 0.4 2.1 r� Ai O EXISTING SWALE I _ __-__- st----------- s U5 6" PPVC LATERAL 60 0.005 0.05 0.4 2.1 JJ f1� - - ��`L 1 J U6 6" PPVC LATERAL 40 0.005 0.04 0.4 2.1 i �• I INV=34.22 C7 U7 6" PPVC LATERAL 20 0.005 0.02 0.4 2.100 i U8 6" PPVC MAIN LINE 160 0.005 0.33 0.4 2.1 --------------O -------------------_--------------------------------- --- _________________________SSSS--________-,_ 1: r �2-------SSSS-- k i _ •.t �) -5 .fig. ��' ^.�°�• a 3 I VRPA I IA01-r- PEAK PE FULL U PIP, fjDjj SIZE & TYPE L�NGT F T PEAK STRUCTURE F F GRATE INVERT INFLOW t" DESCRIPTION 0.7 V F S1 30' ZURN Z-812 TRENCH DRAIN 41.10 40.27 0.7 S2 FDOT TYPE C INLET 42.55 37.80 0.7 53 FDOT TYPE C INLET 41.40 37.40 2.0 S4 FDOT TYPE C INLET 41.00 37.00 0.7 S5 FDOT TYPE C INLET 41.55 36.60 3.1 S6 FDOT TYPE C INLET (SUMP) 39.00 35.90 N/A 37 OUTFALL CONTROL STRUCTURE 41.00 35.18 N/A S8 4' DIA. MANHOLE 42.70 34.65 N/A C`"rn0k1 010 C- -rACit U "•, " `~ PEAK PE FULL U PIP, fjDjj SIZE & TYPE L�NGT F T SLOE F'f FT F F VELOCITY FP P1 8" PVC (SCH 40) 100 0.025 0.7 2.0 5.4 P2 15" RCP 180 0.005 1.4 3.5 2.8 P3 15" RCP 80 0.005 3.4 3.5 2.8 P4 18" RCP 80 0.005 4.1 5.8 3.2 P5 18" RCP 140 0.005 7.2 7.6 4.2 P6 18" RCP 240 0.002 3.7 4.8 2.6 P7 24" RCP 30 0.002 9.5 10.0 3.2 Q 1' cENiERLINE of RLANQo DRIVE. SEE SHEET R W1 FOR DETAILS OF WORK IN THE RIGHT-OF-WAY. w o i ULTIMATE DISCHARGE: PAVING, GRADING & ALL STRUCTURES, PIPES AND OTHER CONSTRUCTION IN `'-���_1,_5`-------- ----------------------------------- ��9----- THE D.O.T. RIGHT -OF --WAY TO BE PERFORMED A000RDIN.G TO THE. APPLICABLE F.D.O.T. ROADWAY DESIGN STANDARDS ti12 '� vinn r`" in nH i irninnMaPlan HEADWALL WI TH 24 RCP (INVERT DRAINAGE PLAN ELEVATION = 34.22) UNDER US 17-92 TO FDOT DRAINAGE SWALE/CANAL FLOWING SOUTHEAST AWAY FROM US HWY 17-92. DESIGNED BY: DRAWN BY: CHECKED BY: HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT IRITTEN CONSENT: THEY ARE TO BE USED ONLY FOR THE` SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, SCALE: JOB NUMBER 972 SHEET C40FCGII­�,�� T a, ■E \ \ TWIN 4" OAK 5" C SOD\ \ F` U\ \ L \\ SH -A 303 SHRUB® 24" TALI \ 11 C7\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ZONED GG2 \ USED CAR SALES\\\\ \ \ EDGE OF PAVEMENT \ ---------------------------------------------- I ---- ------ I r__ I,-% i-_ h 1 r-*% EXISTING PROPOSED POWER POLE SANITARY LIFT STATION UU — STORM SEWER MANHOLE/CATCH BASIN WATER METER Ul- - FIRE HYDRANT ASSEMBLY 6" EXTRUDED CONCRETE CURB - CONCRETE WHEELSTOPS tea © - MITERED END SECTIONS (FDOT INDEX 272) - - W - - - WATER LINE - - SS - - SANITARY SEWER LINE (GRAVITY) - - fri'I - - - SANITARY SEWER LINE (FORCE MAIN) S t - - - STORM SEWER LINE --- OHU --- -U g -- - - OVERHEAD/UNDERGROUND ELECTRIC - _ U g t- - - UNDERGROUND TELEPHONE f •' y SOD TO BE STAKED AS NECESSARY' ` TO PREVENT EROSION. CONTRACTOR TO SOD ALL'QISTURBED AREAS DUE TO PROPOSED CONSTRUCTION.: MULCH 70 BE 1OO79:SHREDDED CYPRESS 3" DEEP AROUND TREES AND 1N ALL PLANT QED .AREAS., P. ., IRRICA CION: ALL LANDSCAPED - AREAS ARE TO BE IRRIGATED WITH y AN INTEGRATED. SYSTEM.' - CONTRACTOR IS TO . SUBMIT A PROPOSED IRRIGATION SYSTEM LAYOUT TO SPRING ENGINEERING, INC, SHOWING THE •der COMPLETE LAYOUT TO .SCALE, ZONES, COVERAGE AND DETAILS. THIS MUST A' PROVAL I BE SUBMITTED FOUR (4) WEEKS PRIOR Tp INSTALLATION OF LANDSCAPING. Meow OWN D0040_ a 0 IQ AIL PORTIONS .OF THE IRRIGATION INSTALLATION SHALL CONFORM TO ALL -T STATE AND LOCAL CODESAND REGULATIONS. IRRIGATION CONTROLS TO I �T SOD BE ESP SOLID,, STATE CONTROLLER WITH AN INDOOR MOUNTABLE CABINET. DATE THE :IRRIGATION CONTRACTOR,' SHALL COORDINATE WITH THE LANDSCAPE ilk ACT LOCATION OF THE IRRIGATION CONTROLLER. ALL - - st - -` - st - - - - - - st ARCHITEc f ON THE EXACT s - - - - - st - - - - - _ s - - - �- s I WIRING FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL L .. ..._.... ......... ._...... __... ...... : ....... I VALVES SHALL HE OF -14/1 DIRECT BURIAL CABLE. ALL WIRE SPLICES SHALL st' I5' I L BE MADE IN VALVE BOXES ONLY, USING RAINBIRD SNAP-TITE CONNECTORS AND SEALANT. 115 VOLT, SINGLE PHASE ELECTRICAL POWER FOR THE IRRIGATION. CONTROLLER SHALL BE FURNISHED BY OTHERS. IF NECESSARY, A; 2-' PVC,;ELECTRTCAL CONDUIT SHALL BE `INSTALLED FROM THE CONTROLLER THROUGH THE WALL FOR THE VALVE WIRES TO BE PULLEp THROUGH FROM - - - - - - I INSIDE THE BUILDING. THE IRRIGATION CON TRACTOR �`- _ � SHALL BE � 45' I I RESPONSIBLE FOR , THE ELECTRICAL HOOK-UP INCLUDING ,TALL v, MATERIALS. THE IRRIGATION CONTRACTOR SHALL REFER 0 LL SITE I I TEDWINGWHTRENCHING TO NG!0 LA( PIPE TO AVOID CONFLICTS WITH. PLANT AND EXISTING AND PROPOSED SURFACE UTILITIES. ........... .. IT IS THE ftESPONSIQ,ILI TY :OF: THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING SITE CONDITIONS, GRADE DIFFERENCES AND . \ I LOCATION, OF STRUCTURES AND. UTILITIES. THE IRRIGATION CONTRACTOR 1 0 9 SHALL REPLACE OR REPAIR ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS .WORK WITH OTHER CONTRACTORS FOR THE LOCATION i AND INSTALLATION • OF,'PIPE SLEEVES AND LATERALS THROUGH WALLS AND UNDER . ROADWAYS AND PAVING, ETC. ALL PIPING SHALL HE ROUTED TO I AVOID SPECIMEN PLANTS, ALL LATERAL PIPING TO A SINGLE SPRAY HEAD C�) SHALL BE 1/2" PVC CL -315 PIPING. PIPING TO A SINGLE ROTOR HEAD `...... ...........I is SHALL BE 3/4 PVC SCHEDULE 40PIPE, : EXCEPT AT RISERS ABOVE GRADE 0� N 4-0 0 I WHICH SHALL BE 3/4" CALV. IRON PIPE, PAINTED FOREST GREEN. ALL, MAIN O 0 LINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 24". ALL LATERAL CO d NLn I PIPING DOWNSTREAM OF THE MAIN LINE SHALLL BE ©DRIED 'f0 A MINIMUM PEPTtI OF 12'. THE 'IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR II I THE FINAL. ADJUSTMENT OF THE SPRINKLERS ARC AND RADIUS TO ASSURE W 100%COVERAGE. IF ADDITIONAL HEADS ARE REQUIRED FOR 100% COVERAGE, \ Cf) THE IRRIGATION CONTRACTOR SHALL SUPPLY AND INSTAL[. THESE AT NO W I I ADDITIONAL CHARGE. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE _._ I I I LABOR AND. MATERIALS FOR A MINIMUM F ONE YEAR FROM THE DATE OF .... O W Li I ACCEPTANCE, BY THE ARCHITECT. DESIGN MODIFICATIONS SHALL ONLY BE I I MADE AS NECESSARY TO MEET FIELD CONDITIONS AND ONLY UPON APPROVAL OF,THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES -• IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE \ i N BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES �-- = SHOULD- - BE BROUGHT TO ' THE . ATTENTION OF THE AUTHORIZED REPRESENTA TINE. IN THE EVENT THE, NOTIFICATION , IS NOT PERFORMED, SOD ;fHE' IRRIGATION, qON TRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY SOD 10' 1 1 0' SOD I 'REVISIQN :NECESSARY. 40' U.S. HWY 17-92 I r l SANFORD, FL 20.0. Z / r�------- I DATE: W / /.,__.- RETAIL (1,200 SF) o tics 14 rSouthEa j — st NOTE.S:­ / SeminoleCounty,�STANDARDS _ 0 LANDSCAPING: ALL PLANT MATERIALS , USED SHALL. CONFORM TO THE FqR FLORIDA Nq; `I OR BETTER 'AS GIVEN IN GRADES ''AND I /� STANDARDS , ,FOR NURSERY ,. PLANTS, PART I, '1963 •AND. PART II, STATE OF I i FLORIDA. DEPT. OF•AGRICULTURE, TALLAHASSEE. ALL PLANT MATERIAL WILL u :1 ao' 0 QE+GUARANTEED FOR, ONE (1) YEAR FROM DATE OF, FINAL ACCEPTANCE BY ARCHITECT. PLANTS AND TREES ARE LOCATED BY SCALING OFF PLANS, INSTALLER SHALL :INSPECT "SITE PRIOR TO BEGINNING PLANTING .-OPERATIONS ',AND NOTIFY' ARCH[ CECT OF ANY DISCREPANCIES, INSTALLER SHALL • ARCHITECT IF ANY, CONFLICTS; OCCUR BETWEEN 00 � .MMEDIATELY,NOTIFY PROPOSED LOCATION OF'.TREES CALLED FOR ON, THE PLANS AND ANY / _✓ I —1 LL UNDERGROUND ..UTILITIES OR SUBSURFACE .STRUCTURES: INSTALLER SHALL SOD — _ // ` ` / / VACANT NOTIFY -ARCHITECT OF,ANY.`CONDITION THAT WOULD PREVENT THE HEALTHY B st GROWTH OF :PLANT SPECIES CALLED FOR ON .,THESE PLANS PRIOR TO 24" OAK \\z- . CONTRACT'., AWARD. ALL LANDSCAPE' AREAS ANQ GRADED SWALES ARE TO 10 SHRUBS @ 24" TALL i (SCATTERED AMONG THE INTERIOR LANDSCAPE ISLANDS) _ BE�`SQDDE.:WITH FLORATAM UNLESS NOTED OTHERWISE. THE GROUND IS 0 U p,nrg aJ n - TO • BE RkOPERLY PREPARED AND. FERTILIZED PRIOR TO LAYING SOD. THERE SHALL BE A CRISP LINE SEPARATING PLANT BEDS FROM ALL SOD AREAS. y SOD TO BE STAKED AS NECESSARY' ` TO PREVENT EROSION. CONTRACTOR TO SOD ALL'QISTURBED AREAS DUE TO PROPOSED CONSTRUCTION.: MULCH 70 BE 1OO79:SHREDDED CYPRESS 3" DEEP AROUND TREES AND 1N ALL PLANT QED .AREAS., P. ., IRRICA CION: ALL LANDSCAPED - AREAS ARE TO BE IRRIGATED WITH y AN INTEGRATED. SYSTEM.' - CONTRACTOR IS TO . SUBMIT A PROPOSED IRRIGATION SYSTEM LAYOUT TO SPRING ENGINEERING, INC, SHOWING THE •der COMPLETE LAYOUT TO .SCALE, ZONES, COVERAGE AND DETAILS. THIS MUST A' PROVAL I BE SUBMITTED FOUR (4) WEEKS PRIOR Tp INSTALLATION OF LANDSCAPING. Meow OWN D0040_ a 0 IQ AIL PORTIONS .OF THE IRRIGATION INSTALLATION SHALL CONFORM TO ALL -T STATE AND LOCAL CODESAND REGULATIONS. IRRIGATION CONTROLS TO I �T SOD BE ESP SOLID,, STATE CONTROLLER WITH AN INDOOR MOUNTABLE CABINET. DATE THE :IRRIGATION CONTRACTOR,' SHALL COORDINATE WITH THE LANDSCAPE ilk ACT LOCATION OF THE IRRIGATION CONTROLLER. ALL - - st - -` - st - - - - - - st ARCHITEc f ON THE EXACT s - - - - - st - - - - - _ s - - - �- s I WIRING FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL L .. ..._.... ......... ._...... __... ...... : ....... I VALVES SHALL HE OF -14/1 DIRECT BURIAL CABLE. ALL WIRE SPLICES SHALL st' I5' I L BE MADE IN VALVE BOXES ONLY, USING RAINBIRD SNAP-TITE CONNECTORS AND SEALANT. 115 VOLT, SINGLE PHASE ELECTRICAL POWER FOR THE IRRIGATION. CONTROLLER SHALL BE FURNISHED BY OTHERS. IF NECESSARY, A; 2-' PVC,;ELECTRTCAL CONDUIT SHALL BE `INSTALLED FROM THE CONTROLLER THROUGH THE WALL FOR THE VALVE WIRES TO BE PULLEp THROUGH FROM - - - - - - I INSIDE THE BUILDING. THE IRRIGATION CON TRACTOR �`- _ � SHALL BE � 45' I I RESPONSIBLE FOR , THE ELECTRICAL HOOK-UP INCLUDING ,TALL v, MATERIALS. THE IRRIGATION CONTRACTOR SHALL REFER 0 LL SITE I I TEDWINGWHTRENCHING TO NG!0 LA( PIPE TO AVOID CONFLICTS WITH. PLANT AND EXISTING AND PROPOSED SURFACE UTILITIES. ........... .. IT IS THE ftESPONSIQ,ILI TY :OF: THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING SITE CONDITIONS, GRADE DIFFERENCES AND . \ I LOCATION, OF STRUCTURES AND. UTILITIES. THE IRRIGATION CONTRACTOR 1 0 9 SHALL REPLACE OR REPAIR ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS .WORK WITH OTHER CONTRACTORS FOR THE LOCATION i AND INSTALLATION • OF,'PIPE SLEEVES AND LATERALS THROUGH WALLS AND UNDER . ROADWAYS AND PAVING, ETC. ALL PIPING SHALL HE ROUTED TO I AVOID SPECIMEN PLANTS, ALL LATERAL PIPING TO A SINGLE SPRAY HEAD C�) SHALL BE 1/2" PVC CL -315 PIPING. PIPING TO A SINGLE ROTOR HEAD `...... ...........I is SHALL BE 3/4 PVC SCHEDULE 40PIPE, : EXCEPT AT RISERS ABOVE GRADE 0� N 4-0 0 I WHICH SHALL BE 3/4" CALV. IRON PIPE, PAINTED FOREST GREEN. ALL, MAIN O 0 LINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 24". ALL LATERAL CO d NLn I PIPING DOWNSTREAM OF THE MAIN LINE SHALLL BE ©DRIED 'f0 A MINIMUM PEPTtI OF 12'. THE 'IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR II I THE FINAL. ADJUSTMENT OF THE SPRINKLERS ARC AND RADIUS TO ASSURE W 100%COVERAGE. IF ADDITIONAL HEADS ARE REQUIRED FOR 100% COVERAGE, \ Cf) THE IRRIGATION CONTRACTOR SHALL SUPPLY AND INSTAL[. THESE AT NO W I I ADDITIONAL CHARGE. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE _._ I I I LABOR AND. MATERIALS FOR A MINIMUM F ONE YEAR FROM THE DATE OF .... O W Li I ACCEPTANCE, BY THE ARCHITECT. DESIGN MODIFICATIONS SHALL ONLY BE I I MADE AS NECESSARY TO MEET FIELD CONDITIONS AND ONLY UPON APPROVAL OF,THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES -• IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE \ i N BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES �-- = SHOULD- - BE BROUGHT TO ' THE . ATTENTION OF THE AUTHORIZED REPRESENTA TINE. IN THE EVENT THE, NOTIFICATION , IS NOT PERFORMED, SOD ;fHE' IRRIGATION, qON TRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY SOD 10' 1 1 0' SOD I 'REVISIQN :NECESSARY. 40' U.S. HWY 17-92 I r l SANFORD, FL 20.0. Z / r�------- I DATE: W -- - - - -- -- y (x b EDGE UF1PAVEMENTsf / SfC7 co 30 SHRUBS ®30" TALL s f 40 SHRUBS ® 30" 'FALL ASPHALT PAVEMENT 10 typical C7 SIGN c� SOD I i D --------------------------------------- ell W - _ _ - - - s-�+� -- ---- HU _- �'+-,+ ^-- ----- -- BH+ --------------------- _0- --+- 2 --------------------- ------1-{Q ------------- ��- - -- C3 - /'1 - - --' St' - - - -' St - - St -� '- St - - "�-' "_'•St', ,. .:... St -- _ - 00 � I ALL DISTURBED AREAS IN, THE R.O.W. ,ARE TO BE SODDED WITH BAHIA SOD. -------------------------- :Q ----------- - - -- -- ----------------------.-- - - - / f Scale: I"=20' rr ` ----__------------- \\- - - - - - - - - - - - - - - - -- r-- --- -- -- -- - - -- - - / /.,__.- RETAIL (1,200 SF) o I I I > N / .... F.F.E,=45.00 I I I /� I i u :1 ao' 0 u 00 � sr / _✓ I —1 LL SOD — _ // ` ` / / I p � I I B st SH -A 24" OAK \\z- SE < / 10 SHRUBS @ 24" TALL i (SCATTERED AMONG THE INTERIOR LANDSCAPE ISLANDS) _ Q 0 U -- - - - -- -- y (x b EDGE UF1PAVEMENTsf / SfC7 co 30 SHRUBS ®30" TALL s f 40 SHRUBS ® 30" 'FALL ASPHALT PAVEMENT 10 typical C7 SIGN c� SOD I i D --------------------------------------- ell W - _ _ - - - s-�+� -- ---- HU _- �'+-,+ ^-- ----- -- BH+ --------------------- _0- --+- 2 --------------------- ------1-{Q ------------- ��- - -- C3 - /'1 - - --' St' - - - -' St - - St -� '- St - - "�-' "_'•St', ,. .:... St -- _ - 00 � I ALL DISTURBED AREAS IN, THE R.O.W. ,ARE TO BE SODDED WITH BAHIA SOD. -------------------------- :Q ----------- - - -- -- ----------------------.-- - - - / f Scale: I"=20' rr ` ----__------------- \\- - - - - - - - - - - - - - - - -- r-- --- -- -- -- - - -- - - w. „ .' ::. : .. ... .'. ...E ... �. •._ ,. ...... , .. 's' -. , n , - :... u .- _ December ID, 199 I, 0 0 u 00 � ' t i I!! CD —1 LL ,I w C B Ca _ Q 0 U w. „ .' ::. : .. ... .'. ...E ... �. •._ ,. ...... , .. 's' -. , n , - :... u .- _ 8" OAK `\ C 5„ BEECH W 416.94 Cts_ _-�-______qP-_--____Ep.......-_4==.=---9 __-===-Q =--_-= 4----=-- 4-=-- --�- ------------- �'-'__------ s --------- A _ _� L- _ — \ CJ 7= f' --: - - --T - ---- --------- -__-- - __� F_______ ______ __-___- 1 �\ 5" OAK ilA I A A _ A- i A A A A�' 1 A_ - A A --A--_ II A CV A IF A_ - A A \ `TWIN 4' OAK �y�• li i , 1 li it \\`\ C AIfl II i LJ J \� �I I ........................._.............................. ;........... € LJ A I A[ilI I- I ... .."....... .. _ . .......... �I . _. .... . I I E I I \\ II 15' = \ C L====�____ 1 I �' _--___-------- i1 I 4 5' cc 1,C oil L......................... ....:.. , Al \\ C �o f I I I I ........... LL- It I Tn \It i ..................... O i I 00 O I I N O C i. d `t I AIM II I ......................... DRY ZONED GG2 II 1 I \ I I I I CD O L RETENTION ;; � `� XT A;� , It i...._.... 1... W L>_ ....... . USED CAR SALEQ\\\ \ �� . ......... ... POND I`................. CD I d e r EDGE OF PAVEMENT C CNp I II11 IIII I I L E G N D TORO 570 SERIES (OR RAINBIRD EQUAL) Section 14, -South, Range 0 East The DEVELOPER shall construct reclaimed water SPRAY PATTERN 570-12-H distribution facilities to thero osed development P P P Seminole County,and Florida to each lot and tract wifhin said. development. HEAD INFORMATION f] A fully automatic irrigation system, utilizing .41 570 -4 -EST reclaimed water, shall be installed by the 570-12-0 C DEVELOPER so as to provide total coverage for all (� 570 -12 -TQ landscaping, including hedges, trees, and grassed 570-12-F C Cf areas, for the proposed development arid each, lot VACANT and tract, therein. 600 -40 -TQ • Takeback calculations: 2. VERIFICATION ZONED GC2 Total Acreage = 77,116 sf = 1.77 acres BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR Irrigated Acreage = 31,346 sf = 0.72 acres REPORT ANY VARIATIONS TU "THE OWNER'S AUTHORIZED Potable water Usage = 248 GPD REPRESENTATIVE. B. Reclaimed Water Useage = 991 GPD LOCATION, SIZE, PRESSURE AND DETAIL OF STUBOUTS Wastewater Generation = 248 GPD 8" OAK `\ C 5„ BEECH W 416.94 Cts_ _-�-______qP-_--____Ep.......-_4==.=---9 __-===-Q =--_-= 4----=-- 4-=-- --�- ------------- �'-'__------ s --------- A _ _� L- _ — \ CJ 7= f' --: - - --T - ---- --------- -__-- - __� F_______ ______ __-___- 1 �\ 5" OAK ilA I A A _ A- i A A A A�' 1 A_ - A A --A--_ II A CV A IF A_ - A A \ `TWIN 4' OAK �y�• li i , 1 li it \\`\ C AIfl II i LJ J \� �I I ........................._.............................. ;........... € LJ A I A[ilI I- I ... .."....... .. _ . .......... �I . _. .... . I I E I I \\ II 15' = \ C L====�____ 1 I �' _--___-------- i1 I 4 5' cc 1,C oil L......................... ....:.. , Al \\ C �o f I I I I ........... LL- It I Tn \It i ..................... O i I 00 O I I N O C i. d `t I AIM II I ......................... DRY ZONED GG2 II 1 I \ I I I I CD O L RETENTION ;; � `� XT A;� , It i...._.... 1... W L>_ ....... . USED CAR SALEQ\\\ \ �� . ......... ... POND I`................. CD I d e r EDGE OF PAVEMENT C CNp I II11 IIII I I L E G N D TORO 570 SERIES (OR RAINBIRD EQUAL) RADIUS SPRAY PATTERN 570-12-H 4" OR 6" SCH 40 PVC PIPE SLEEVE SYMBOL XF KEY �A HEAD INFORMATION f] 570 -4 -SST .41 570 -4 -EST B K? 570-12-0 C 570-12-H (� 570 -12 -TQ 0 570-12-F C Cf 600-40-0 600-40-H 600 -40 -TQ • 600-40-F SCHEDULE FOR SUGGESTED MAXIMUM GPM FOR PIPES * 3/4" PVC -------- 0 - 5 GPM * 1" PVC ---------- 6 - 13 GPM 1 1/4" PVC ------ 14 - 23 GPM * 1 1/2" PVC ------ 24 - 33 GPM * 2" PVC --------- 34 - 48 GPM ** GPM - GALLONS PER MINUTE GENERAL INFORMATION * IRRIGATION CONTRACTOR 'TO PROVIDE 3/4" METER and DOUBLE CHECK VALVE (VERIFY PRESSURE) * VERIFY LOCATION PRIOR TO BEGINNING WORK * IRRIGATION CONTRACTOR TO PROVIDE IRRIGATION CLOCK/CONTROLLER * GENERAL CONTRACTOR TO PROVIDE AND INSTALL SLEEVE(S) TO CLOCK LOCATION * GENERAL CONTRACTOR TO PROVIDE POWER SOURCE FOR CLOCK * VERIFY LOCATION PRIOR "TO BEGINNING WORK * IRRIGATION CONTRACTOR TO PROVIDE AND INSTALL ALL SLEEVES TYPICAL HEAD INFORMATION * MAIN LINE NOT SHOWN FOR VISUAL CLARITY * MAIN LINE TO BE 1 1/2" SCH 40 PVC * ASSUMED 3/4" METER WITH 60 PSI AND 19 GPM * CLOCK TO BE RAINBIRD OR TORO * ADJUST SPRAY PATTERN FOR MAXIUM COVERAGE * ADD SHRUB RISERS AS NEEDED (SEE LANDSCAPE PLAN) * ALL HEADS To BE 'TORO 570 OR 600 SERIES AS SHOWN OR RAINBIRD * IRRIGATION CONTRACTOR WILL SELECT SPRAY PATTERN THAT WILL * PROVIDE MAXIMUM COVERAGE AND MIN. OVERTHROW ON BUILDINGS AND PAVED SURFACES 1 �l0 „ IIA q 1 010,A A l n I Ait it i RETAIL (1,200 8F) i u AIS ( N \ I 11 1......... I II I n , F.F.E. = 45.00' "' I U I II I I I I It n L.......• .. I I \ I u 11 i 80 I II I �J /VJ,IIII l = AI� 8 11C 8 B1b -- -_---- ---' I .. I 2 " OAK n \\��� ���4 A ) EDGE OF PAVEMENT iri/ i u \ I u f _I i \ I LJ 1 1 n I \\ I a I ASPHALT PAVEMENT \\ CEJ 11B BSI���� �' �'� \, A,f1 \ �Il Itb 1IIB \ II It `� isyriil� q It i `\ • II q \\ \ t /I It I e -=o Q \\1 \ III Il c==a C- ----------- —=a ac=o c= co -n — c==a — o==� cc 1p \ ( -----_ ___�� ---� `II 11 III B U__ ___---------; ----------- ---_ --------- ------- AJ ��B B \ \ QT RR _p (' �ii{> SIGN BQ) BO 8O BOA Shut off valve II v 4 N Cr5Z v E III I u City approved backflow preventer. bKJ a,aQ 4 u I--------------- - u� 4 4� 4VV W4, B B — OHQ - __ �— —\ -�� :—�E' _ __ - _ HUl`=�----- \ '+ a -1 .--._._-� _ _ ------------- ------ ---_ \ T_____ _- _--___—-- \_�� —��- �"� - __7�Y 3/4 Irrigation meter (potable water) (see Fig. 505 & 506 on sheet C8.3) \ ------------------------- --------- -------------------------- 00 ALL DISTURBED AREAS IN THE R.O.W. ARE TO BE SODDED WITH BAHIA SOD. -------------------- wQ---------------------------------------------- - ------------------------------------------------------------------------------------------------------------ LO CENTERLINE OF ORLANDO DRIVE ORLANDO DRIVE (U.S. HIGHWAY 17-92) -------------------------------------------------- ------- Irrigation, Plea Scale: 1"= 20' �. : 1. SCOPE OF WORK A. THE WORK INCLUDED IN "THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, APPLIANCES, -TESTS, PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM, AS SHOWN ON DRAWINGS. B. IT IS THE INTENT OF THESE SPECIFICATIONS 'TO ACCOMPLISH THE WORK OF INSTALLING AN IRRIGATION SYSTEM COMPLETE AND OPERABLE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING To THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATIONS FOR FULL COVERAGE. C. PIPE SIZING IS FOR THE IRRIGATION CONTRACTOR'S CONVIENENCE ONLY. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO VERIFY ALL PIPE SIZES, PRESSURE AND FLOW PRIOR 'TO BEGINNING WORK. IRRIGATION CONTRACTOR SHALL ADJUST PIPE SIZES "TO PROVIDE COVERAGE AS INDICATED ON THE DRAWINGS. 2. VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY VARIATIONS TU "THE OWNER'S AUTHORIZED REPRESENTATIVE. B. "THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION, SIZE, PRESSURE AND DETAIL OF STUBOUTS PROVIDED AS THE SOURCE OF WATER SUPPLY To THE SPRINKLER SYSTEM AS SHOWN ON PLANS. C. THE CONTRACTOR FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING BIDDING AND/OR PRIOR -TO PROCEEDING WITH ANY WORK, SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH DISCREPANCIES. OTHERWISE THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. D. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF 'THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER CONTRACTOR. E. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY " MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. 3. MATERIALS A. AS PER IRRIGATION LEGEND SHOWN ON DRAWINGS. MAIN LINE SCHEDULE 40 PVC LATERAL LINES PR 200 PVC B. IRRIGATION HEADS AND CONTROL CLOCK ARE TO BE MANUFACTURED BY RAINBIRD OR "TORO. 4. SITE CONDITIONS A. THE CONTRACTOR SHALL EXAMINE CAREFULLY THE SITE OF WORK CONTEMPLATED AND THE PROPOSAL, PLANS, SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS, IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INVESTIGATED AND IS SATISFIED AS 'TO THE CONDITIONS TO BE ENCOUNTERED, PERFORMED, AND MATERIALS TO BE FURNISHED, AND AS TO 'THE REQUIREMENTS OF THE SPECIFICATIONS. 5. RECORD DRAWINGS. A. THE CONTRACTOR SHALL FURNISH, TO THE SPRING ENGINEERING, INC., TWO COMPLETE "AS -BUILT" DRAWINGS ON OR BEFORE FINAL INSPECTION. 6. TRENCHING A. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 18" ABOVE -THE TOP OF THE PIPE FOR ALL MAINLINE AND 12" MINIMUM OVER ALL "LATERAL LINES". 7. PRESSURE TESTING A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PSI FOR A PERIOD OF TWO HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING "THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE AN'( OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. . 8. SURGE PROTECTION A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR To PROVIDE SURGE PROTECTION FOR ALL ELECTRICAL EQUIPMENT INSTALLED IN RELATION TO THE IRRIGATION SYSTEM. 9. COVERAGE TEST, A. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR,, IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL, MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 10. NOTE A. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. 11. CONTROLLER A. CONTROLLER LOCATIONS SHALL BE AS NOTED ON DRAWINGS OR AS LOCATED BY OWNER'S AUTHORIZED REPRESENTATIVE. B. 110 VOLT SERVICE AND HOOK-UP -TO CONTROLLER SHALL BE BY OWNER. IT IS THE RESPONSIBILITY OF CONTRACTOR 'TO NOTIFY THE PROJECT SUPERINTENDENT WHEN THE CONTROLLER IS READY FOR 110 VOLT HOOK-UP. C. IF CONTROL CLOCK IS TO BE LOCATED WITHIN THE BUILDING, THE OWNER IS TO PROVIDE ACCESS FOR CONTROL WIRE. 12. LOW VOLTACE CONTROL WIRE A. ALL COMMON GROUND WIRE SHALL BE WHITE. B. DIFFERENT COLOR WIRES SHALL BE USED ON POSITIVE WIRE FOR EACH VALVE, C. FOR WIRE SIZE REFER TO THE MANUFACTURER'S CHART. D. NO WIRES ARE "TO BE SPLICED BETWEEN VALVE AND CONTROLLER EXCEPT AT VALVE LOCATION. E. ALL VALVE HOOK-UPS SHALL BE WITH RAINBIRD PEN-TITE WIRE CONNECTORS OR EQUAL. 13. SITE VERIFICATION A. 'THE CONTRACTOR SHALL VERIFY THE CORRECTNESS OF ALL FINISH GRADES WITHIN THE WORK AREA IN ORDER 'TO INSURE THE PROPER SOIL COVERAGE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPE. 14. GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS -TO MATERIALS AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 15. CLEAN-UP A. UPON THE COMPLETION OF ALL PLANTING WORK, AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 16. VALVE AND QUICK COUPLER LOCATIONS A. ALL VALVES AND QUICK COUPLERS ARE 'TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT, CONCRETE PAVING, ETC. (SLOPES EXCLUDED) B. THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AT +/-150 FEET O.C. THROUGHOUT THE ENTIRE PROJECT OR AS INDICATED ON THE DRAWINGS. 17. SLEEVES A. IRRIGATION CONTRACTOR TO INSTALL ALL SLEEVES. B. CONTRACTOR TO COORDINATE LOCATIONS AND SIZE OF SLEEVES WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION OF WALKS, WALLS, CURBS AND DRIVES C. ALL SLEEVES 'TO BE A MINIMUM OF 8" IN DEPTH D. ALL SLEEVES ARE "TO BE PVC PIPE HIS DRAWING AND THE DESIGN SHOWN ARE 'THE PROPERTY OF ;PRING .ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ;OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT /RIT-TEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. i. A PROVAL� DATE 1 , r v b - r ,77 5 v •V , 1. • C r O • r _r u 4 { r r .. 2" ,:.,X.'.4 STAKE_ TO MARK. .:IPE EN S T_- 4. r -DO : MANUFACTUREDIPE INDEX 232 SU PLE L 20 ,'.•. `' R T P. M N TA 1 � ' • E ; • ` 1:12 1:1z � - ,. `. \. 6 R CONCRETE COMPRESSIVE,.STRENGTH'•40.00..P51 ®" 28. DAYS :• r-- - y ,-- EYE BOLT AND CHAIN', U PLIED BY 'MANUFAC URE 6.0 max. ZU P A _,, S P,, T ... GRA TE SUPPLED BY CON TRACTOR, .:.TO,. BE: USF' 6625.., \ I T. ,,. :r 6) , ,, l WALK, OR ,DRIVE WIDTH AS, N PLA OR SIM LAR. ,r,� ,,. •- "•:SPECIFIED ON'`:PL.AN .POST _ ": ALL EXE.OSED EDGES. -_SHALL BE CHAMFERED. u , . ..$_ .. .➢ FINISH'G ADE NEW SHRUB - - - _ POST SIL T FLOW -3-4"- - - - : MULCH .. ;.. : ,:,:, •:,<. ,,r . • : ._. -1 1- = i `II �' : ,,, . „ . ,.. :•: ,- I=�— , ' . •_—�— — I I III � .> •,: ,t.:I .III it 1-�= - I � - N FILTER FABRIC � .. ; ` ► _III -1I I ►—III -1I I 1 _ A>, , : - . , , ,. _1I— co 6 8 :. • �. ., :.SAUCER _ -1 GRASS 'I Q. SYMBOL :•„ / 3 H.0 OL 1 IN. I' WRAP PIPE'END SECURELY WITH DUCT. TAPE au I� --- -— u u D 5 S : i hI I LSI I ITI L^ LJ� o 0 1 OIL MIX \ :,., SCARIFY SIDES OF _ „ III 4 _ 6" 6" „ H.C. SIGNAGE PER CITY „ » ROOT BALL ,, •. ,:. ..;', ' .: l 6 6 — (n 11-111—I 11�I 11=11 _ V DITCH EDGIN. i z SCHEDULE 40 PVC PIPE — — — — — — 2",,/ DETAIL SEE SHEET C2 coMPACTED solL MI - —_— ALL REDLINES x ¢ �, ;III 111-1 I ITI 1=1 1=III= 5.0 12.0 L, I:., " 4 DIA FOfZ LATERALS 12.0 L I=11 I ISI f SUBGRADE 4 , DIA;.FOR: MAIN I 11-1' 1. FILTER FABRIC TO CONFORM WITH F.D.O.T, SPECIFICATIONS SEC. 985� ". E „ )w I. I 0.5 EYEBOLT 6 DIA FOR;MAINAND LATERALS �. - STEEL� 1. H. SIGN 84",�ABUVE GRADE WITH. A GALVANIZED METAL POST (ASTM A 499 r 6 ;.1. 2. POSTS TO BE 2x4 WOOD POST OR 1.3 LB/FT PUNT. �:- a SECTION , GRADE 60, AS TM A-123 FINISH). ALL HARDWARE TO BE RUSTPROOF. t L 3. POST POSITION TO BE CANTED 20' OR VERTICAL 90' . MIN. ( ) ( )F, $� 4. DO NOT DEPLOY N A MANNER THAT SILT FENCE WILL ACT AS INS TALL 1 DIA x L DEEP, 3000 PSI CONCRETE FOOTING. Q BASE 1'2 WALL NU rE: ` ' N E LOY I NN H .. II DAM OSS PERMANENT FLOWING WATERCOURSES. 2. 4 WIDE PAINTED STRIPE (FLUE) #4 ® 12 C: G. E; W. ACR PERM E G 14 I ,. REINFORCEMENT SIDE, , " „',' INSERT # 4' REBAR , SECTION , OR 0'rl IErZ :METAL OBJECT INSIDE PIPE; END 3. H,C. SYMBOL: 1 PER SPACE, PAINTED WHITE. „ E <<. 2" �' PRIOR TO TAPING TO FACILITATE FUTURE FINDINGS OF SLEEVE WITH 4. 6 WIDE PAINTED STRIPE (BLUE) METAL DETECTOR.' REMOVE REBAR PRIOR TO USING SLEEVE. 5. 6 WIDE PAINTED STRIPE (.WHITE) 7 I I. 6. HANDICAPPED .RAMP: 1:12 SLOPE MAX. MUST HAVE A DETECTABLE WARNING a -- --- +° TEXTURE AND A NON -SLIP SURFACE. 7. ALL BLUE TINTING TO MATCH FEDERAL STANDARD 595e, SHADE 15180. ('11'�SHRUB PLANTING DETAIL(`19 SLEEVE DETAIL 1 SILT FENCE DETAIL 5 HANDICAPPED PARKING 15 F.D.O. T TYPE D INLET C NOT TO SCALE ^ C. NOT TO SCALE, L� NOT TO SCALE C NOT TO SCALE C 4 NOT TO SCALE CONTROLLER 5/8" OF FC -2 FRICTION COURSE (RUBBER) ---------------- 3.5 HOT MIX SURFACE COURSE (ASPHALT MIX TYPE "S-1") 1/2 12" LIMEROCK BASE COURSE - •100% MAX. DENSITY ���' L JUPPLIIED BOX ` PEDESTAL SU C _ / MOUNT 1" - CONTROLLER 12" SUBGRADE - COMPACTED TO 95% MAX. DENSITY ��`b d WALL MOUNT, ALTERNATE PROFILE �' Q �F' ONLY CONDUIT C4 O N 120 VOLT WIRE- I _ OFF ---SITE PAVEMENT (WALL MOUNT ONLY) LY H00 U Q O SOURCE BY CONTROL WIRE 2 a - `t OTHERS w i -- _,, ...: �...�� _._1" HOT MIX SURFACE COURSE ASPHALT MIX TYPE S-3" CONDUIT WALL II U II II II II MOUNT `ONLY) I - _„= �� -6” UMEROCK BASE COURSE (100 MAX. DENSITY ) N' U U U U u U ( `�-� -� ' FIN. GRADE ® TURN—DOWN WALK — — — 6' To 8' MAx ANCHOR BOLTS }^ T -[- MAX. ......................................': I _ - I - 8" SUBGRADE -COMPACTED TO 95% MAX. DENSITY I PLACE AT PROTECTIVE RADIUS (4) PER MOUNT \ 1' 4 PLAN JOINTS — _ - ONLY 1. CONCRETE SIDEWALK: 4" THICK SLAB ON AND 6" THICK SLAB OFF-SITE . ON—SITE PAVEMENT (NO WELDED WIRE FABRIC 1N SIDEWALKS, USE FIBER MESH CONCRETE) 6„ { y 2. ROUGH BROOM FINISH. 1. VERTICAL MEMBERS TO BE 2"x2" WOOD STAKES: � � 120 VOLT. WIRE 12 COMMON WIRE 3. 5". WIDE SMOOTH TROWEL FINISH ALONG SIDEWALK EDGE AND JOINTS. 2. HORIZONTAL MEMBERS TO BE 1x4 WOOD OR APPROVED SUBSTITUTE, TlJ rE. IN •CONDUII� U.P, DIRECT 4..- CONTRAC-rION JOINT: 1/8" WIDE x 1" DEEP, SPACED 5' O.C. 3. PLACE PROTECTIVE BARRIER AT DRIPLINE OR PER LOCAL CODE. BURIAL '.WIRES 5. CONSTRUCTION JOINT: USE PRE -MOLDED FILLER AT BUILDING AND UTILITIES. 3 SWEEP, ELB.. JOINT (TO REMOTE' 6'. 'TURN -DOWN WALK: TERMINATE SIDEWALK ALONG ASPHALT PAVING. WITH A ` 6" PORTLAND CEMENT CONCRETE (3,000 'PSI) Y CONTROL VES) VAL THICKENED FOOTING AS SHOWN. - _ - DO NOT USE WELDED WIRE FABRIC, USE FIBER MESH CONCRETE. CONCRETE,' BASS' 12"X6"X8" I �---8 SUBGRADE COMPACTED TO 95% MAX. DENSITY' _ (PEDESTAL MOUNT ONLY) ON—SITE CONCRETE PAVEMENT 2 SIDEWALK DETAIL(6'�PAVING SPECIFICATIONS 12 TREE .PROTECTION 2O: ,CONTROLLER NOT TO : SCALE G NO r , C 2 NOT TO SCALE C"4 NOT TO SCALE C1 .. Cf 0 'SCALE ' VALVE BOX W OPTIONAL PRESSURE DATE: _ ABOVE GRADE IN A cv A w L WISH GRADE COVER {PLASTIC) SHRUB OR GROUND B E REGULATING MQDULE " GARDEN VALLEY' I F. r LOOSE `KEY• COVER AREAS'December �•5 1 9,g% ..,--,- - r,r�nv+oc"rc. rt Ioo—.. .. } - NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. PLOWABLE FILL 75-100 P.".I. SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (•); 15' MAX. FOR PIPE DIAMETERS LESS, THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATERSHALL,NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL. FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8, FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES.RESTORATION WITHIN CITY RIGHT-OF-WAY SURFACE SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE B BEDDING AND OPEN -CUT DETAIL 8" 10" CITY OF SANFORD 20" MAY 1997 FIG. 100 # BLUE PVC WITH WHITE LETTERING OR WHITE PVC Y i WITH .BLUE LETTERING A[EN.�. I-�- 21" �-PPOTABLE [.AIN POTABLE ATR MAIN MAX. WATER MAIN POTA 1) LETTERING SHALL APPEAR ON THREE 3) LETTERING MUST BE PERMANENTLY SIDES OF THE PIPE AND RUN THE IMPREGNATED INTO THE PVC (IT ENTIRE LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE. SURFACE OF THE PIPE. 2) LETTERING SHALL DE A MINIMUM 3/4" IN HEIGHT AND APPEAR ONE OR 4) LETTERING SHALL BE BLUE ON MORE. TIMES EVERY 21 INCHES ALONG WHITE PVC OR WHITE ON BLUE THE LENGTH OF THE NIDE. PVC. PVC POTABLE WATER MAIN NTS TYPICAL METAL PIPE--` 2.0" - 4' PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 6" - 16" PIPE - 5' TAPE IS PLACED ALONG RUTH SIDES OF TOP HALF OF PIPE. nnnaTnM navLw wrn xlLrnl aRnLua ann a:fTrW. T _ POTABLE WATER MAIN POfABU WATER MAM POTABLE WATER MAIN 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG. TOP HALF OF PIPE. ' NIYN a31YM 31BYlOd NryN aa1vM 71Or1Od ann aaLYM IIOYlOd ' POTABLE WATER NMN POTABLE WATER MNN POTABLE WATER M,MN , . POTABLE WATER MNN POTABLE WATER MAN POTABLE/WATER M.UN 12" if �,.., � SPECIFIED Ea MAN MAX. POTABLE WATER MAN POTABLE WATER n PER PIPE I� DIAMETER BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING ' SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT , ALONG THE PIPE. • DUCTILE IRON POTABLE WAR MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF- SANFORD MAY 1997 FIG: 110 Y PIPE SIZE 6" 8" 10" 12" 16" 20" 24" 30" 36" 90' BEND MIN, SEE TRENCH DETAILS 45' BEND FOR PIPE BEDDING ENCASE TIE RODS IN J' COVER REQUIREMENTS I-1/2" PVC SLEEVE 22-1/2° BEND" 11-1/4' BEND PLUG OR BRANCH OF TEE MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATESTLENGTHOF RESTRAINED PIPE, 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE'' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: TYPE OF PIPE: ----------- WORKING PRESSURE: ------- P.S.L* SOIL DESIGNATION: -------- e LAYING CONDITIONS: ------- e 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. ' TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLL, CITY OF SANFORD MAY 1997 FIG. 104 -SQUARE CUT EDGE OF EXISTING TRENCH WIDTSEE NOTE 4 r CA H VARIES GROWN TRENCH IN UNPAVED PAYMENT (TYP.) W/ SIZE OF PIPE AREAS. (3" MIN.) - - (SEE NOTES FOR OTHER. FINISHED GRADE. � RESTORATION), 2" MIN. ASPHALTIC CONC, ANGLE MAY VARY SEE NO1E Z�/; Z \ PIPE' U.U. i 1 T (TYP);/ SELECT COMMON a w >/��y�•e FILL W 'a BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9)ISR'S �\�/\�•i+- UNDISTURBED • EARTH NOTES-. . 1. PIPE BEDDING: SELECT `COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. . 'L. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. PLOWABLE FILL; 75-100 P.S.L, SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. • 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 15" MAX. FOR PIPE DIAMETER LESS THAN 24% AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. , 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE, FLOW. - 7. REFER TO SECTION 32.5 OF THE MANUAL. FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. - - 8. GRAVITY SEWERS SHALL UTILIZE TYPE. A BEDDING IF REQUIRED BY THE CITY. BEDDING .DEPTH SHALL. BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DAIMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OFUNSUITABLEMATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. : TYPE A BEDDING AND OPEN -CUT .DETAIL CITY OF SANFORD MAY 1997 FIG: 101 LIMITS 18" MIN #4 BARS ALL AROUND (MIN. 2" CLEARANCE 4 /�/ii%(ITr/II/Ir AROUND PIPE.) - - g, MIN. (TYP.) TIE RODS INCLUDING 4" x 4" x 1/2" NUTS AND WASHERS HOF DIPPED GALVINIZED (SEE SCHEDULE BELOW). OR STAINLESS STEEL --r--I I-+- C (G' MIN.) BEARING PLATE 4 � MECHANICAL (TYP.) JOINTS . # BARS -- UNDISTURBED EARTH i�%I � r.IU/(• ire//i (,>Ji.//r, %.n./ir< L` D (4'-00 NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. I 2. MINIMUM COMPRESSIVE STRENGTH FOR -, i CONCRETE SHALL BE 3000 P.5.1. Y ; L .r t + } MIN, SEE TRENCH DETAILS FOR PIPE BEDDING ENCASE TIE RODS IN J' COVER REQUIREMENTS I-1/2" PVC SLEEVE 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR FU 'BACKFILL. 5. NO ALLOWANCE SHALL BE MADE, FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.S,L' SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REQ'D s1zE (INCHES) q p. C D DIA, N0. NVIE: THRUST tlLU(:K AREAS f0 BE COMPUTED ON BASIS OE LOS. PER 50. F7. SOIL RESTRAINT (7,500 MIN) BEARING. SEE NOTE 5 • IU OE COMPLETED BY WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD MAY 1997 FIG. 105 GROUND LEVEL -\ Ur is VINYL CONTINUOUS IDENTI- MAx. 3s" FICATION/WARNING TAPE MIN. E TYPICAL UTILITY PIPE GENERAL NOTES: , A. ALL UTILITY PIPE, EITHER PVC OR METAL, SHALL .BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS.' , TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A'. MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE -COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WAFER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING,' A. .COLOR: GREEN WITH BLACK LETTERING: B. LETTERING: "CAUTION: -WATER LINE B. LETTERING: "CAUTION: SEWER UNE BURIED BELOW' OR SIMILAR WORDING. BURIED BELOW'. OR SIMILAR WORDING. _ 2. RECLAIMED WATER 4. SEWER FORCE MAIN, A. COLOR:PVRPLE WITH WHITE LETTERING. A. COLOR: BROWN WITH BLACK.-: LETTERING. B. LETTERING: ".CAUTION: RECLAIMED WATER B. - LETTERING: "CAUTION: SEWER FORCE ' LINE BURIED -BELOW 0(2 SIMILAR. MAIN BURIED. BELOW' OR SIMILAR WORDING. WORDING , B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE 'SHAL!, BE INSTAILED,ALONq ALL PRESSURIZED NON-METALLIC MAINS. THE WIRES SHALL BE LOOPED AND .TIED TO ALL'VALVE BOXES. .(SEE FIG. .400) - - ' UTILITY PIPE IDENTIFICATION f WAR KING MATERIALS • (5EWEB, p4IAB6E 'WATER, AND •RECLAIMED WATER) CITY OF • SANFORD MAY 1997 'FIG. 1 1.1 ' - - - SEE NOTE 1 SHEETED TRENCH UNSHEETED TRENCH - - (TYP.) r: , _. a -. ,.D. • - .. 10' MIN. ,. "D.. G... -SEE NOTE 1 MIN. (TYP.) .,6" . I//I ' w ,� / %I \ • i:.. / SIDES CAN UNDISTURBED / DE FORMED . EARTH,CONCRETE !I SHEETING 3000 P.S.I. CONCRETE + fi fii BEDDING.. 4"' MIN. ROCK UNDISTURBED %r�//�/jwo./I j/ I EARTH CONCRETE ARCH - FULL ENCASEMENT GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.O,E.P. RULES OF THE FLORIDA ADMINISTRATION CODE SHEETEDTRENCH UNSHEETED..TRENCH_ - � (F.A.C.). THESE SEPARATION REQIREMENTSSHALL APPLY BETWEEN NOTES: - NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY 10' MIN. "D" 6" SEE NOTE 1 LINES. j• // ' - MIN. - (TYP.). 1. (e):. 15" MAX. FOR PIPE -DIAMETER LESS THAN 24", e - //` AND 24' MAX. FOR PIPE DIAMETER 24" AND OVER. 2. FOR THE PURPOSE OF THIS TABLE,, RECLAIMED WATER SHALL MEAN SHEETING FOR CONCRETE ,ARCH,, THE MIN. WIDTH SHALL BE UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. CONSIDERED RAW EQUAL TO OUTSIDE DIAMETER OF PIPE. OF RECLAIMED WATER ARE C SIDES CAN 17- 610. OTHER TYPES SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. BE FORMED 2. ' "D" REFERS TO THE DIAMETER OF THE PIPE. A 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO,OUTSIOE '/4 3. "T' REFERS TO THE THICKNESS OF THE PIPE. OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING - - "p":2��\- -. 3000 P51 - - GREATER CLEARANCE SHALL BE USED. / �, 4, THE NEED FOR CONCRETE ARCH HALF ENCASEMENT- .. \ CONCRETE 0 E DETERMINED IN THE - TER OF PIPE. OR FULL ENCASEMENT T B C C DENOTES CENTER OF PIPE TO CEN "r -,, FIELD AS DIRECTED BY THE CITY. ' MINT-1 IN III// r �� UNDISTURBED - 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. y 5. .REFER TO SECTION. 32.5. OF THE UTILITIES MANUAL FOR - L. EARTH - SHEETING ANDBRACING EXCAVATIONS. 4. ACCEPTABLE VARIANCES: 6., ENDS. OF• ENCASEMENT SHALL BE FORMED, AND A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE .CONCRETE CRADLE LOCATIONS SHALL BE INDICATED ON RECORD IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT DRAWINGS. LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST. BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. ' B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR •L STRUCTURE. Y ; L .r t + } ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD MAY 1997 FIG. 105 GROUND LEVEL -\ Ur is VINYL CONTINUOUS IDENTI- MAx. 3s" FICATION/WARNING TAPE MIN. E TYPICAL UTILITY PIPE GENERAL NOTES: , A. ALL UTILITY PIPE, EITHER PVC OR METAL, SHALL .BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS.' , TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A'. MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE -COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WAFER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING,' A. .COLOR: GREEN WITH BLACK LETTERING: B. LETTERING: "CAUTION: -WATER LINE B. LETTERING: "CAUTION: SEWER UNE BURIED BELOW' OR SIMILAR WORDING. BURIED BELOW'. OR SIMILAR WORDING. _ 2. RECLAIMED WATER 4. SEWER FORCE MAIN, A. COLOR:PVRPLE WITH WHITE LETTERING. A. COLOR: BROWN WITH BLACK.-: LETTERING. B. LETTERING: ".CAUTION: RECLAIMED WATER B. - LETTERING: "CAUTION: SEWER FORCE ' LINE BURIED -BELOW 0(2 SIMILAR. MAIN BURIED. BELOW' OR SIMILAR WORDING. WORDING , B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE 'SHAL!, BE INSTAILED,ALONq ALL PRESSURIZED NON-METALLIC MAINS. THE WIRES SHALL BE LOOPED AND .TIED TO ALL'VALVE BOXES. .(SEE FIG. .400) - - ' UTILITY PIPE IDENTIFICATION f WAR KING MATERIALS • (5EWEB, p4IAB6E 'WATER, AND •RECLAIMED WATER) CITY OF • SANFORD MAY 1997 'FIG. 1 1.1 ' - - - SEE NOTE 1 SHEETED TRENCH UNSHEETED TRENCH - - (TYP.) r: , _. a -. ,.D. • - .. 10' MIN. ,. "D.. G... -SEE NOTE 1 MIN. (TYP.) .,6" . I//I ' w ,� / %I \ • i:.. / SIDES CAN UNDISTURBED / DE FORMED . EARTH,CONCRETE !I SHEETING 3000 P.S.I. CONCRETE + fi fii BEDDING.. 4"' MIN. ROCK UNDISTURBED %r�//�/jwo./I j/ I EARTH CONCRETE ARCH - FULL ENCASEMENT GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.O,E.P. RULES OF THE FLORIDA ADMINISTRATION CODE SHEETEDTRENCH UNSHEETED..TRENCH_ - � (F.A.C.). THESE SEPARATION REQIREMENTSSHALL APPLY BETWEEN NOTES: - NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY 10' MIN. "D" 6" SEE NOTE 1 LINES. j• // ' - MIN. - (TYP.). 1. (e):. 15" MAX. FOR PIPE -DIAMETER LESS THAN 24", e - //` AND 24' MAX. FOR PIPE DIAMETER 24" AND OVER. 2. FOR THE PURPOSE OF THIS TABLE,, RECLAIMED WATER SHALL MEAN SHEETING FOR CONCRETE ,ARCH,, THE MIN. WIDTH SHALL BE UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. CONSIDERED RAW EQUAL TO OUTSIDE DIAMETER OF PIPE. OF RECLAIMED WATER ARE C SIDES CAN 17- 610. OTHER TYPES SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. BE FORMED 2. ' "D" REFERS TO THE DIAMETER OF THE PIPE. A 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO,OUTSIOE '/4 3. "T' REFERS TO THE THICKNESS OF THE PIPE. OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING - - "p":2��\- -. 3000 P51 - - GREATER CLEARANCE SHALL BE USED. / �, 4, THE NEED FOR CONCRETE ARCH HALF ENCASEMENT- .. \ CONCRETE 0 E DETERMINED IN THE - TER OF PIPE. OR FULL ENCASEMENT T B C C DENOTES CENTER OF PIPE TO CEN "r -,, FIELD AS DIRECTED BY THE CITY. ' MINT-1 IN III// r �� UNDISTURBED - 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. y 5. .REFER TO SECTION. 32.5. OF THE UTILITIES MANUAL FOR - L. EARTH - SHEETING ANDBRACING EXCAVATIONS. 4. ACCEPTABLE VARIANCES: 6., ENDS. OF• ENCASEMENT SHALL BE FORMED, AND A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE .CONCRETE CRADLE LOCATIONS SHALL BE INDICATED ON RECORD IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT DRAWINGS. LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST. BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. ' B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR •L STRUCTURE. FINISHED GRAPE CONCRETE BLOCK 36" MIN, OR BRICK AND (SEE NOTE 20 COVER MORTAR WALL. FILLING AT BOTH ENDS' VENT HOLE RESTRAINED T. JOINT DUCTILE IRON PIPE' •. 4,, MIN. -+-- 6" MIN. -+� I-'- CASCADE TYPE CASING SPACER STEEL CASING PIPE DUCTILE IRON PIPE NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET, 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL, NOT BE LESS THAN 6 FEET BEYOND EDGE OF .PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE -0F ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND. THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY. APPROVED IN WRITING BY THE DIRECTOR, SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND •JACKING' DETAIL CITY OF SANFORD MAY 1997 FIG. .1.06Do 4' x 4' PRECAST FINISHED CONCRETE VAULT .CAST IRON FRAME GRADE AND COVER WITH .ACCESS LID. 4" MAX. 17-1/4" GROUT PREMOLDED PLASTIC-`" •� •' • •' JOINT FILLER2" VALVE (TYP.) .' .'±�• '�'' • 5" WALLS (MIN.)-,...: 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) ' • ' CUT OUT AND SEAL JOINT 2", NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2". GATE - VALVE SEE NOTE 2 , 2" NIPPLE..SERVICE SADDLE > ><` PER SPECIFICATION o SECTION 50,5.4 FITTINGS AND '•'T�i������� ;cxp��:`F�r -PIPE FOR A.R.V. SHALL •. 'r o7�i,�c '�ci r�ii A ' j` O O, cJ p p pd [J< Jc� C3 pi'p cJ r d h c BE BRASS)or,b >��C�D(>� 'C))� i•-,' ,`�(14C (,<)��<)`�C `'� `��)r� pf�l 6„ Xsp T i7 c Trp c� pc ,cjN`I_ ,c_� c:'11121, iczL;ca� BEDDING ROCK '8" x 16" REINFORCED • CONCRETE FOOTING. (INTEGRAL WITH PRECAST , - STRUCTURE) 'NOTES: 1. ABOVE DETAIL, IS BASED ON 2 INCH COMBINATION AIR/VACUUM ' - RELEASE VALVE.,: CHANGE .PIPE AND FITTINGS ACCORDINGLY FOR - OTHER VALVE •SIZES `AND-TYPES..VALVE SIZES TO BE DETER-. MINED. BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO - INSTALLATION. 2. THE MINIMUM DIMENSION, FROM TOP OF PIPE TO FINISHE,p GRADE - SHALL BE 4.0 FELT. 3. ALL STRUCTURES, TO BE TRAFFIC BEARING RATED. ' AIOR _Cplyj@1NATION •AIRf.VA000M RELEASE `VALVE DETAIL CITY•.OF .,SANFORD MAY , 19 9 7 . FIG. _• 112 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD /f4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. -� ALL AROUND- REQ'D. SIZE OF VALVE a ' .a•' TYPE OF VALVE ----- • .WADI• , , �,•WATER 4 '..• ... 2-1/2" SERVICE L p �+�• .. N DIRECTION & N0. �• a • , - TURNS TO OPEN •p !. a' • � *'; '•. 4 . APPLICABLE VALVE BOX AND COVER •, ,•' T!ANCHORS (SEE FIG. 115) 3000 P.S.I. .MIN. (f0 BE APPROVED CONC. MIN, BY CITY) VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD y 24' --------`- (FLUSH WITH 2.' FINISHED GRADE) #4 REBARS I• ,ALL .AROUND •. 24' APPLICABLE VALVE '• •d'• �A'.•;'• ' BOX AND COVER • ,4 " (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD MAY. 1997 CONCRETE VAULT CAST IRON FRAME. AND COVER WITH 36" SQ.- ACCESS LID. EXISTING/ PROPOSED 17-1/4" GROUT PAVEMENT. 4 x 4' P CAT FINISHED GRADE 4" MAX.. HANDLEOR ' PREMOLDED PLASTIC 2" VALVE (TTP.) CAST IRON JOINT FILLER ` VALVE BOX �- 5" TOP SECTION PIPE PLUG (TTP.) WALL (MIN.) ' 2" NIPPLE --�_ EXTENSION 2" `PORT WITH ROD AS 2" GATE THREADED PLUG REQUIRED - VALVE SEE NOTE 3 � 2' 90_ BEND T NIPPLE CRVUT. .. 2" 90" GENU "�• 7' NIPPLE •z. -i- _+- _�� l-" '+y'�hq-'Yrl . }iQ+s.i 7' UNION 2" BRASS .PIPE �✓ t�.T.��}h" �') k��-'3�?�?Y 'ati - 2" GATE VALVE 6" BEDDING ROCK ' g' K 16" REINFORCED CONCRETE FOOTING. - WASTEWATERS FORCE MAIN OR WATER. MAIN - - SERVICE SADDLE • - PER SPECIFICATION - - - .- SECTION 50.5.4 • NOTES: .. - 1.. "ABOVE. DETAIL IS BASED, ON '2 INCH COMBINATION -AIR/VACUUM ` RELEASE VALVE. CHANCE: PIPE AND FITTINGS. ACCORDINGLY FOR - OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED • BY THE ENGINEER AND APPROVED :BY THE CITY PRIOR TO INSTAL- LATION. 2. THE. MINIMUM DIMENSION FROM ELBOW INVERT. TO FINISHED GRADE - BE - - • ' SHALL 4.0, FEET. 3. THE .AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. ` OFFSET -'AIR .°QR COMBINATION AIR/VACUUM VACUUM RELEASE VALVE DETAIL CITY 'OF-SANFORD MAYFIG' Y ; L .r t + } . FIG. 107 IG1 13 FINISHED GRAPE CONCRETE BLOCK 36" MIN, OR BRICK AND (SEE NOTE 20 COVER MORTAR WALL. FILLING AT BOTH ENDS' VENT HOLE RESTRAINED T. JOINT DUCTILE IRON PIPE' •. 4,, MIN. -+-- 6" MIN. -+� I-'- CASCADE TYPE CASING SPACER STEEL CASING PIPE DUCTILE IRON PIPE NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET, 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL, NOT BE LESS THAN 6 FEET BEYOND EDGE OF .PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE -0F ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND. THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY. APPROVED IN WRITING BY THE DIRECTOR, SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND •JACKING' DETAIL CITY OF SANFORD MAY 1997 FIG. .1.06Do 4' x 4' PRECAST FINISHED CONCRETE VAULT .CAST IRON FRAME GRADE AND COVER WITH .ACCESS LID. 4" MAX. 17-1/4" GROUT PREMOLDED PLASTIC-`" •� •' • •' JOINT FILLER2" VALVE (TYP.) .' .'±�• '�'' • 5" WALLS (MIN.)-,...: 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) ' • ' CUT OUT AND SEAL JOINT 2", NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2". GATE - VALVE SEE NOTE 2 , 2" NIPPLE..SERVICE SADDLE > ><` PER SPECIFICATION o SECTION 50,5.4 FITTINGS AND '•'T�i������� ;cxp��:`F�r -PIPE FOR A.R.V. SHALL •. 'r o7�i,�c '�ci r�ii A ' j` O O, cJ p p pd [J< Jc� C3 pi'p cJ r d h c BE BRASS)or,b >��C�D(>� 'C))� i•-,' ,`�(14C (,<)��<)`�C `'� `��)r� pf�l 6„ Xsp T i7 c Trp c� pc ,cjN`I_ ,c_� c:'11121, iczL;ca� BEDDING ROCK '8" x 16" REINFORCED • CONCRETE FOOTING. (INTEGRAL WITH PRECAST , - STRUCTURE) 'NOTES: 1. ABOVE DETAIL, IS BASED ON 2 INCH COMBINATION AIR/VACUUM ' - RELEASE VALVE.,: CHANGE .PIPE AND FITTINGS ACCORDINGLY FOR - OTHER VALVE •SIZES `AND-TYPES..VALVE SIZES TO BE DETER-. MINED. BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO - INSTALLATION. 2. THE MINIMUM DIMENSION, FROM TOP OF PIPE TO FINISHE,p GRADE - SHALL BE 4.0 FELT. 3. ALL STRUCTURES, TO BE TRAFFIC BEARING RATED. ' AIOR _Cplyj@1NATION •AIRf.VA000M RELEASE `VALVE DETAIL CITY•.OF .,SANFORD MAY , 19 9 7 . FIG. _• 112 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD /f4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. -� ALL AROUND- REQ'D. SIZE OF VALVE a ' .a•' TYPE OF VALVE ----- • .WADI• , , �,•WATER 4 '..• ... 2-1/2" SERVICE L p �+�• .. N DIRECTION & N0. �• a • , - TURNS TO OPEN •p !. a' • � *'; '•. 4 . APPLICABLE VALVE BOX AND COVER •, ,•' T!ANCHORS (SEE FIG. 115) 3000 P.S.I. .MIN. (f0 BE APPROVED CONC. MIN, BY CITY) VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD y 24' --------`- (FLUSH WITH 2.' FINISHED GRADE) #4 REBARS I• ,ALL .AROUND •. 24' APPLICABLE VALVE '• •d'• �A'.•;'• ' BOX AND COVER • ,4 " (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD MAY. 1997 CONCRETE VAULT CAST IRON FRAME. AND COVER WITH 36" SQ.- ACCESS LID. EXISTING/ PROPOSED 17-1/4" GROUT PAVEMENT. 4 x 4' P CAT FINISHED GRADE 4" MAX.. HANDLEOR ' PREMOLDED PLASTIC 2" VALVE (TTP.) CAST IRON JOINT FILLER ` VALVE BOX �- 5" TOP SECTION PIPE PLUG (TTP.) WALL (MIN.) ' 2" NIPPLE --�_ EXTENSION 2" `PORT WITH ROD AS 2" GATE THREADED PLUG REQUIRED - VALVE SEE NOTE 3 � 2' 90_ BEND T NIPPLE CRVUT. .. 2" 90" GENU "�• 7' NIPPLE •z. -i- _+- _�� l-" '+y'�hq-'Yrl . }iQ+s.i 7' UNION 2" BRASS .PIPE �✓ t�.T.��}h" �') k��-'3�?�?Y 'ati - 2" GATE VALVE 6" BEDDING ROCK ' g' K 16" REINFORCED CONCRETE FOOTING. - WASTEWATERS FORCE MAIN OR WATER. MAIN - - SERVICE SADDLE • - PER SPECIFICATION - - - .- SECTION 50.5.4 • NOTES: .. - 1.. "ABOVE. DETAIL IS BASED, ON '2 INCH COMBINATION -AIR/VACUUM ` RELEASE VALVE. CHANCE: PIPE AND FITTINGS. ACCORDINGLY FOR - OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED • BY THE ENGINEER AND APPROVED :BY THE CITY PRIOR TO INSTAL- LATION. 2. THE. MINIMUM DIMENSION FROM ELBOW INVERT. TO FINISHED GRADE - BE - - • ' SHALL 4.0, FEET. 3. THE .AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. ` OFFSET -'AIR .°QR COMBINATION AIR/VACUUM VACUUM RELEASE VALVE DETAIL CITY 'OF-SANFORD MAYFIG' Y ; L .r t + } . FIG. 107 AREA. FOR UNDISTURBED PLUG--- SOIL Y ; L .r t + } IG1 13 LUG--501E (TYP.) �: �•T EDGE OF TRENCH -� (TYP.). rTsm,c. .. Y T • 0, CROSS W PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT. (TYP.) . --,, CONCRETE THRUST BLOCK TYP.) ) 2. OFFSET (AS REO'D) EDGE OF CROSSCUT UNDISTURBED - SOIL (TYP.) TRENCH WIDTH rHRus`r FITTING I BENDS GE OF ENCH YP.) THRUST BLOC -1-$-- AREA (SQ. FT. MIN. X:CONCRETE THRUST BLOCK AREA T EE I TEE NOTES: I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST,. UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN ' DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL, WOOD 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS, JOINTS, _ BLOCKING NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST (TYP.) BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. AREA FOR 3. ROUGH BLOCKING FORMS SHALL 8E USED ALONG SIDES OF PLUG THRUST BLOCKS AS REQUIRED. 4. THRUST .BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. TEE W PLUG 5. ALL W000 BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. G. ALL THRUST BLOCKS SHALL DE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD, AREA FOR AREA FOR 4 Y ; L .r t + } 5' BEND �_ a 'TEE r J� AREA FOR PLUG TEX it F's TEE W/ WYE END PLUG TYPICAL SECTION SCHEDULE FOR THRUST BLOCK AREAS ?2-12 11-14 R DPSCN 511E tlMNMM ENU D UITOPLUG PRESS a+Es) (:At (wFO (A rr) (sA rq (w EO (AM (PSI) B 5.3 2.9 - 3.8 200 e 9.2 5.0 6.5 200 U) TAPE NTS PIPE IDENTIFICATION (SEWER -FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 tz 2000 sWen '�xorE�h . TO BE Ctt4llIED BT DiGIP41Ti. a GRAVITY SEWER: SOLID LIGHT GREEN - OR WHITE PVC WITH LIGHT GREEN t)d° LETTERING. RCE.r FORCE MAIN: WHITE WITH BROWN LETTERING. SEWER F RCE MAIN MAX. SEWER FORCE MAIN 1) PIPE IDENTIFICATION LETTERING: 3) LETTERING A MIN. OF 3/4 INCH IN A. FORCE MAIN: SEWER FORCE MAIN HEIGHT AND APPEARING NOT LESS D. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCH IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALL APPEAR ON 3 THE PIPE. SIDES OF THE PIPE AND RUN THE ENTIRE LENGTH OF THE PIPE. 4) LETTERING MUST BE PERMANENTLY . IMPREGNATED INTO THE PVC (IT CAN NOT BE STENCILED ONTO THE SURFACE), PVC FORCE MAIN AND GRAVITY LINES NTS TYPICAL METAL PIPE-, 4" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE/ r' SEWER LINE rj 6" - 16' PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE ' Inn aaMas aan amWas ann aTWas /SEWER DHE' 'SEWER UHE SEWER UHE 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF THE (OP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. aan aaMas .ann aaWas aan aaMas i $EWER UNE $EWER UNE ' SEWER UNE ' - SEWER UNE SEWER UNE SEWER LINE , /• PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) SPECIFIED RUNE MAX. SEWER UNE 1 1" SEWER UNE/ �� PER PIPE DIAMETER FOR SEWER LINES -TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT 70 JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON FORCE MAIN AND GRAVITY LINES WITH IDENTIFICATION • Y ; L .r t 'CAU -TION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, .OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL. OF THE SUBJECT ENGINEERING PLANS. F + } e t.• TEE :;BOX SHALL -`REST -ON r Y 1+ PRECAST N 9�1 F r_ MANHOLE : - :. a ,: , ,�. ,. , .. r. ., ,. :. •,. a -- WALL'' INFLUENT ER 1 AND, SHALL BE .' 'i -'(SEE NOTE 3) i.+ r, I I (> C OPERATiNC NUT ���C r f' I CONCRETE 'ENCASEMENT c c Y t� 9 r y„ ' I �I r I' r, � S'CO. VER^(SEE FIGURE A15), ET TOP OF VALVE BOX: 'TO FINISHEDGRADE t CONCRETE PAD IN'UNPAVED:AREAS FINISHED .GRADE — ` ; . (SEE FIGURE 107) � ✓ /'��rllt�lLf ADJUSTABLE CAST IRON SEE BOX EE NOTE 2 TEE :;BOX SHALL -`REST -ON '.,, RESILIENT SEAT. ,• PRECAST N 9�1 F r_ MANHOLE : - :. a ,: , ,�. ,. , .. r. ., ,. :. •,. a -- WALL'' INFLUENT ER 1 AND, SHALL BE .' 'i -'(SEE NOTE 3) i.+ r, I I (> C OPERATiNC NUT ���C r f' S'CO. VER^(SEE FIGURE A15), ET TOP OF VALVE BOX: 'TO FINISHEDGRADE t CONCRETE PAD IN'UNPAVED:AREAS FINISHED .GRADE — ` ; . (SEE FIGURE 107) � ✓ /'��rllt�lLf ADJUSTABLE CAST IRON SEE BOX EE NOTE 2 TEE :;BOX SHALL -`REST -ON '.,, RESILIENT SEAT. ,• PRECAST N 9�1 F T MANHOLE : - :. a ,: , ,�. ,. , .. r. ., ,. :. •,. a -- WALL'' INFLUENT ER t y AND, SHALL BE .' 'i -'(SEE NOTE 3) U U CENTERED ON ' )000 C. `. r, I MAIN (> C OPERATiNC NUT ���C r f' CONCRETE 'ENCASEMENT Y Y t� 9 { OF VERTICAL PIPE ' � Ud U UOc?Uc U�q' U Oc Uc Uci UQUU 3 C AS REQUIRED (SEE NOTE 1) z CONTINUOUS ;COLOR CODED 90' BEND 6°.;,BEDDING ROCK e s � Z Z 4 PIPES ONLY) , - • v + . v w r _... �' <_ .:. '>. '. .,-.> �.., ,' - '.� ...�,,:' .. _ :..:� .:. '., .. __ __. __.�_ _�. :_._._. _ .. ,.: _- - _. _ ..s �.- _. .. ..__ .... _. .. -. ,_ _1 ._. _�__, .. �_ -. _. _ ___. -, ,. ... --_.. e.- -.. va 0r.7 .. ._ � _. �_._._ Y_-.1 �_ _. � _ __ ii.�ils� __ �...�-_-_ __ ^,mss .+_i��. W w a W w .. � M V' d W W M Y a COLLAR ENCASED IN " NON -SHRINK GROUT \\ c� cv n M v o Q ren N 9fi M = O 4 Q g M Vwl O v '2 O W lD M m 'n N O O ul M u) O d % M LI R Vl U m f7 K O' Q a > a w N a 0 �r . DIP - - STAINLESS STEEL Z r PIPE CLAMP RESILIENT S'CO. VER^(SEE FIGURE A15), ET TOP OF VALVE BOX: 'TO FINISHEDGRADE t CONCRETE PAD IN'UNPAVED:AREAS FINISHED .GRADE — ` ; . (SEE FIGURE 107) � ✓ /'��rllt�lLf ADJUSTABLE CAST IRON SEE BOX EE NOTE 2 TEE :;BOX SHALL -`REST -ON '.,, RESILIENT SEAT. ,• PRECAST BEDDING' ROCK NOT, ` T.. � MANHOLE : - :. a ,: , ,�. ,. , .. r. ., ,. :. •,. ON ''VALVE OR PIPE ,y WALL'' INFLUENT ER t y AND, SHALL BE .' 'i -'(SEE NOTE 3) U U CENTERED ON ' )000 C. `. r, I MAIN (> C OPERATiNC NUT ���C r f' CONCRETE 'ENCASEMENT t� 9 { OF VERTICAL PIPE ' INLET CONNECTION -- DROP PIPE Ud U UOc?Uc U�q' U Oc Uc Uci UQUU 3 C AS REQUIRED (SEE NOTE 1) CONTINUOUS ;COLOR CODED 90' BEND 6°.;,BEDDING ROCK e s LOCATING, WIRE (NON -,.METALLIC. ' 4 PIPES ONLY) , - • v + . , 7 , r _... �' <_ .:. '>. '. .,-.> �.., ,' - '.� ...�,,:' .. _ :..:� .:. '., .. __ __. __.�_ _�. :_._._. _ .. ,.: _- - _. _ ..s �.- _. .. ..__ .... _. .. -. ,_ _1 ._. _�__, .. �_ -. _. _ ___. -, ,. ... --_.. e.- -.. ._ - ! ._, _ - .. . ... , r .: _... ..1 r._ .-.�Y_»_ __ -1 �.il�._._:-._u_.:>Sr�._i�...__..-__i.—.��_...i__. ..,�.�__��..�—�L�t��l..'r.-a.�.,.. _r.- � �..._._ _._..--,n .. .. _ -. _.• _ ..: ..�. .. ._ � _. �_._._ Y_-.1 �_ _. � _ __ ii.�ils� __ �...�-_-_ __ ^,mss .+_i��. STANDARD DROP DETAIL .. PRECAST �h1ANHOLE .. d WALL COLLAR ENCASED IN " NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL, (SEE NOTE 2) SPECIAL DETAIL :FOR 24' DETER PIPE AND LARGER i PRECAST MANHOLE s WALL STAINLESS STEED , PVC OR BAND �r . DIP - - STAINLESS STEEL r PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION ' NOTES: I . DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2.. THE .CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR 'I CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3, AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD MAY 1997 FIG 201 S'CO. VER^(SEE FIGURE A15), ET TOP OF VALVE BOX: 'TO FINISHEDGRADE t CONCRETE PAD IN'UNPAVED:AREAS FINISHED .GRADE — ` ; . (SEE FIGURE 107) � ✓ /'��rllt�lLf ADJUSTABLE CAST IRON SEE BOX EE NOTE 2 :;BOX SHALL -`REST -ON '.,, RESILIENT SEAT. ,• BEDDING' ROCK NOT, ` T.. � M. J.'`'GATE VALVE : - :. a ,: , ,�. ,. , .. r. ., ,. :. •,. ON ''VALVE OR PIPE ,y t y AND, SHALL BE .' 'i WATER U U CENTERED ON ' )000 C. `. r, I MAIN (> C OPERATiNC NUT ���C r f' G ,1��0(G�� t� 9 rbo`t)��b `o 3, SCO Oc 0 G Ud U UOc?Uc U�q' U Oc Uc Uci UQUU 3 C CONTINUOUS ;COLOR CODED 14' GAUGE INSULATEDCOPPER 6°.;,BEDDING ROCK LOCATING, WIRE (NON -,.METALLIC. ' 4 PIPES ONLY) '.,, T.. � r� : - :. a ,: , ,�. ,. , .. r. ., ,. :. •,. ,y t y • 'i r r, I APPROVED. t r f' • t� 9 3, 7, '.,, T.. � - - : - :. a ,: , ,�. ,. , .. r. ., ,. :. •,. e. ' ` " ' .I TILIT TAN. AR ETAILS DATE ', APPROVED. 2 • ,. . e ' 4 , - • v + . , 7 r _... �' <_ .:. '>. '. .,-.> �.., ,' - '.� ...�,,:' .. _ :..:� .:. '., .. __ __. __.�_ _�. :_._._. _ .. ,.: _- - _. _ ..s �.- _. .. ..__ .... _. .. -. ,_ _1 ._. _�__, .. �_ -. _. _ ___. -, ,. ... --_.. e.- -.. ._ - ! ._, _ - .. . ... , r .: _... ..1 r._ .-.�Y_»_ __ -1 �.il�._._:-._u_.:>Sr�._i�...__..-__i.—.��_...i__. ..,�.�__��..�—�L�t��l..'r.-a.�.,.. _r.- � �..._._ _._..--,n .. .. _ -. _.• _ ..: ..�. .. ._ � _. �_._._ Y_-.1 �_ _. � _ __ ii.�ils� __ �...�-_-_ __ ^,mss .+_i��. HYDRANT OPERATING VALVE PAD IN NO COVER (SEE FIGURE 115) UNPAVED AREAS (SEE FIGURE 107) HOSE NOZZLE AS REQ 'D. FINISHED GRADE 24" SQUARE AND - - 6" THICK REIN- PUMPER NOZZLE Q7 j FORCED CONCRETE FACING STREET jj' i'r•••`., f��/ /I��P�SHEAR PAD. (SEE /,�/lL��I NOTE 2) VALVE -PAD (SEE FIGURE 107) - z BACKFILL — jT 2 - p4 AT 9" _ s � f I: O.C. ALL - - G /Cj j AROUND N BUTTERFLY rjj ADJUSTABLE CAST •. ;a, ,{ a, •:;, - IRON VALVE BOX s" VALVE Tj/l/% COMPACTED BACKFILL - N M ,J HYDRANT /ilG / m ANCHORING TEE' SEE NOTE 3 a 12... MIN, % u,�Ou �� // /ji �/✓ h� r r < T, - �� �i/ b� Ot)O Oi OQ1�Oc�'C:t'-j �/�1�F1�Y l?'F.t.F�'rti.}T,k?�'�i717i3zjzsr ,rjlia4- fai�?IF.t?q, r1N /t�'//i O:O' OoCj :c /j/.•' 7lfirf n z�lf +::n/i. >;Y lC�/. r J%ill i %Iz!/�,%. iD�1�! :% F�/G 4`�Q / '`oC 6" BEDDING ROCK j // �/j� ,`/ / /� j� RESILIENT SEAT GATE �/j .i/T 1/� /1/�i > 7r�i�/; ... / - VALVE AND BOX MECHANICAL JOINT (SEE FIGURE 400) UNDISTURBED BEDDING ROCK WITH RESTRAINERS EARTH (TYP.) NOTES: I. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 NOTES: INCHES BELOW THE FINISHED GRADE AND SOD 'THE. RECESSED SECTION. 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD 2. ALL `NATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND SHALL BE A •12 INCH MINIMUM. LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A'OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD MAY 1997 FIG. 401 CITY OF SANFORD _F MAY 1997 FIG. 402 BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) — THREADED NIPPLE U.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) i N ti FINAL GRADE FROM MAIN CURB t DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY - DIELECTRIC UNION (2 REQUIRED) 90" BEND (2 REQUIRED) V CONCRETE SLAB WITH NO. 6 x 6 W1O x WIO WIRE MESH TO SERVICE NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 4. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLATIONS WITH BYPASS. 5. VALVES SHALL BE CHAINED CLOSED. 6. ALL FIRE LINES SHALL BE AS APPROVED BY PIE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. U. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS METER BOX AND LID UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 1 r 4" TO 6' DOUBLE CHECK OR REDUCED PRESSURE DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) I– UNION 12" TO 30" ABOVE + GRADE FINISH GRADE METER CURB STOP '1 -- SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN, IN MOST CASES �-- CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. ' 3. USE PRIMER SUITED TO BASE MATERIALS. , FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. 4. DOUBLE CHECK VALVES SHALL NOT BE USED WHERE GROUND LEVEL POP UP HEADS ARE IN USE.. IRRIGATION METER AND DOUBLE CHECK VALYE OR REDUCED PRESSURE BACKFLOW- PREVENTER CITY OF SANFORD =M AY 1997 FIG. 503 '1 ,b q W Squqre ptightning A(N I stor (SP1175) Connected To it 11 if It' BPPQ SY$TEH-AS PROVIPEP BY BARNEYS AMPS 0 L 2 X 2 X 1/4 L-41(iELANO, FL. DATE 46 DATE WATER VELOCITY- IN FEET PE SECOND I I I I fit ;fit I I I I I I L I I i I I I I i I I I 1, 1 1 E�ECTRICAL Me'. A 1-1/4 HK DIS(WGE D " I " V I - PAIN E L if --FROM POWER t SOURCE r7ALUM. W.ETWELL 4, 1101,15 )/1,- t ---Z" CONDUIT, PUMP COYER w/20VOLMS-117DIAls. onwr 11 A n 0 2.0 200 MOTOR Ty ENCLOSE[) I OILr COOLEDiND N M6TOR VESION NEMA TYPF; B (30) (1 GENERAL INS! L16ATION CLASS 9,7 2.4 7e F, MAX IMUM STATOR TEMPERATURE .56 MOTO� PROTECTION 81-METALLIQ, TEMP D E�TLIFIE PENSITI�t PiSP, S14E� TO OPEN.AT 120-C AND, AIJTOMATIP14ILLYRESET 0 30-35'.Q F FERE 'IA( ONE IN SIN , G - LEPHA$Ej SE NT W(5'IN'THREE PHA V6LT4QE TQLERANQE. I qy,� 77`7, 7 0 L 2 X 2 X 1/4 L-41(iELANO, FL. DATE 46 DATE WATER VELOCITY- IN FEET PE SECOND I I I I fit ;fit I I I I I I L I I i I I I I i I I I 1, 1 1 E�ECTRICAL Me'. A 1-1/4 HK DIS(WGE D " I " V I - PAIN E L if --FROM POWER t SOURCE r7ALUM. W.ETWELL 4, 1101,15 )/1,- t ---Z" CONDUIT, PUMP COYER w/20VOLMS-117DIAls. onwr 11 A n 0 2.0 200 1 1 G 1.2. 16.1 9.0 48.4 2� . 3 9,7 2.4 .6 4 .62 .56 .97 ..96 .95 230 15.6 18.0 142.1 2.0 200 3 J 1,2 2__-1 11.4 2.4 .71 .69 rA W .45 '8.0 i3_0 T68, T -6 2.4 2.9 1 11.5 k 'j �,,l I J'. Physical D6 t6i;`, DISCHARGE SIZE I 1A. IMPELLER TY'PE SEMI-OPEN_5 VANE CAB14E LENGTH 4XSTANDARD 50'QPTIONAL PAINT PAINT I ED AFTER ASSEMBLY BEFORE TESTING,' PARK GREEN.'ALKYD, ENAML�, ONE COAT, AIR DRIED. THE V N THIS GRAPH ARE ALLIES 0 I.- 'A S.S CABLE o 4, vo ityline III, Rea 2.9 Friction'6eaA In feet 91 ator, pe(,i y hoid-loss line ang too give Ines . 0 t*9 Yet ile I[ L the. o(ser- om FLOAT $WITCH" CABLE HOLDER Tomperature� �ncjor' q given conditions. (j).'Road it. P' Wl'�� 3�do iiiimei� ji, Ah a=ln of o i?.ipo in inches. HYDROMA.TIC P UMPS MAXIMUM LIQUID 140'F MAXIMUM,5TATOR 266-F OIL �LASH POINT 390*F HEAT SENSOR Open: THE V N THIS GRAPH ARE ALLIES 0 CASING CASTIRON ASTM A-48 CLASS 30 LOL (z) IMPE LLER LEADED RED BR .AS$ 1105-5-5-5 HOW TO USE THIS NOMQGRAPW SPECIFICALLY , BASEQ ON THE WILLIAMS AND curTERs Stationary: Upper (Ax4tfl): Lower (RadiaJ)� T' 440C STAINLESS STEELHAROENEDTO 65-6Q,iIiC;CKELLC 4400 STAINLESS STEEL HARDENED,10 55-60 ROCKELL 0 440C STAIN1,ES$ STEEL HARDENED TO 55-60,ROCKFLL Q OTOIR $HAFT 4 t6 STAINLESS STEEL. 0 so!qct the desirf�4 Pipe 349 in*iOe diametor� FOR PVC otormino the amount of watAt to l0w th, I Y,- PR 1'66 A,PiPe HAZEN. FORMO LA,'� (z) o I (Okilgh the pipq�' HARDWARE blOO 6ERIE I S, SITAI I Nt. I ESS'STEEL -0- RINGS BUNA N (3) No'* , st(alght two' For Min. �Seracq 2 094 q,l.ei , , 100 1.85 1185 q ,edge on the" P0,Iq 0 4.664 q It UPPER AND LOWER CARSON/CERAMIC, `TYPE 21, 8FIC I LOWER TUNGSTEN CARBIDErrUNGSTERCARBIDE, TYPE� 21, 4DJ DI UPPER BEARING (THRUST & RADIAL) DgVBLE RQW BAELU' LOWER BEARING, OILITE BRONZE BUSHING points`*, 3If4;gnt46Q* 4) The points at vft,0 the stiaight-odge intersect s the 1), -,Une up too!$,*, . ritn, 50, , Hris I.- 'A S.S CABLE o 4, vo ityline III, Rea 2.9 Friction'6eaA In feet 91 ator, pe(,i y hoid-loss line ang too give Ines . 0 t*9 Yet ile I[ L the. o(ser- om FLOAT $WITCH" CABLE HOLDER Tomperature� �ncjor' q given conditions. (j).'Road it. P' Wl'�� 3�do iiiimei� ji, Ah a=ln of o i?.ipo in inches. HYDROMA.TIC P UMPS MAXIMUM LIQUID 140'F MAXIMUM,5TATOR 266-F OIL �LASH POINT 390*F HEAT SENSOR Open: 257�1� WAX.1239:F MIN. 194*F MAXJ149 c -i �onilinjj?r inside ivgh�e�% ot the pipe I 5Q to( PVC). NZOATE Y.�LVE Technic,al Data; 1 14 CHECK - VALVE 1-1/4 (SHIPPED - M9 DZSCOVAiECT LOOSE) NCAULKINO 72 IPPED LOOSE LIFT CABLE L --VA SCH.Q0 PVC DISCH. PIPE MERCURY SWUCH FIBERGLASS BASIN LEVEL CONTROL ­ y MP MODEL! 20OM2_2 6 Conc. Slab UFf STATION DETAIL POWER CORD TYPE STW�STYV-A WATER I RESI$TANT60OV,15�*13 SENSOR PoRQtYPE fo S* -4 WATER RESISTANT 600 AMPS V, MOTOR HOUSING CAST IRON - ASTM A-48 CLASS. 30, CASING CASTIRON ASTM A-48 CLASS 30 LOL (z) IMPE LLER LEADED RED BR .AS$ 1105-5-5-5 1.7 curTERs Stationary: Upper (Ax4tfl): Lower (RadiaJ)� T' 440C STAINLESS STEELHAROENEDTO 65-6Q,iIiC;CKELLC 4400 STAINLESS STEEL HARDENED,10 55-60 ROCKELL 0 440C STAIN1,ES$ STEEL HARDENED TO 55-60,ROCKFLL Q OTOIR $HAFT 4 t6 STAINLESS STEEL. HARDWARE blOO 6ERIE I S, SITAI I Nt. I ESS'STEEL -0- RINGS BUNA N MECHAVICA� SEALS StitndArd; Optional: UPPER AND LOWER CARSON/CERAMIC, `TYPE 21, 8FIC I LOWER TUNGSTEN CARBIDErrUNGSTERCARBIDE, TYPE� 21, 4DJ DI UPPER BEARING (THRUST & RADIAL) DgVBLE RQW BAELU' LOWER BEARING, OILITE BRONZE BUSHING MIN. B- 19 BEARING LIFE 50, , Hris 4;F1 Job if- �: � qANiFnPF) F11. 00iunty': Juile 15, .1998 DATE: Wfq4 .9ned 6j., ur, poflaird ChO��6d,!�Y:'� Decemberj 5, 1997 y BuUetin SPG - 201 PUMP STATION DESIGN CAf ACIT �YQROMATIC OPD Hlst,60Q) =7 827q, -s x'0.0 - VV64kd,6'i: f 3 GPD, I sf 2400 PQ `dPD x Safety F 4 993 GPD Pumps Pi k ­GPD P aC6"i� �46 X to 0 a _qPH:F� eak PQ rs P92 1, 1,?, - 82'.8 GP 77 IVI Pecir, %zor, n �qv� in 04. 1, 0V= 1,38 GPM., RPM MODEL SPG/SPGL200, SUBMERPIBLE�,HYDRO'-G RIND 2 HP SEWAGE: PUMP,- 3450 00 �VETWELL*DES TOTAL Stor'Ogi Vol6me,�� Pieak'GOM '5 min 4 1.38 GPM '.,4 5 2 jalIgn HEAD PLEASE SPECIFY IMPELLER y x 15/ ga 6 9�ij (36"di I Q.098feet (u.se IN IMP. DIAMETER,WHEN ORPE.RING DePth "of S DIA. WE 100 TVVEI.,L:� ELEVATIONS 00 -7r- 90 -:1717 LL_ �'8,50 eet 0 3 50 fee umps n SPG 200 34 "BothP 7T .5Q ROM, 0 7 ea4 Limp 0 '.',,,�37.00 feet' ,urn Off 36 eet 24-- P§, r Z n et. W.45 f Well,in"vert :35 00 feet 20-- 60, A 9: PIPING DESI 6.. GN -.1,25" PVC Pip t1 4Q) 6 40 0 if S61�' '11.6 If 40 12 (1) Tee'@ 'Valve @ 0.9 1.1 Ga t 3" :E 30 3 (4� ElbbW a- 14.'0 if: 20 25' SPGL - 20 A aPVC @,33 GO .14.7 Fi6eflHead Frig-ibri H44 oss,(1,25" 73.3 LF x,20/1Q0," e 0 (a �d 0. 5 Feet He6 0 U.S. GALS assu Feet HiBad cery n '40.6 7 L6_� > '48 IAL�QYNAMICHEADi�`,-` LITERS 1 Q0 54.2;F�t Head LZ "Cil . 1 97 -Fwv 40 �EIQ 120 K 2QQ - 240 rI 'FLOW PER -MINUTE. PUMP, SELECT[( t fcs rca ) ) I . � ) ) )N 2 2 ,$eI6ct'Mc idel SPG2QO Hydro'm6t1d1SLibr.n rsible,dri6d6e Pqrn:p��i ImPe M" , 59 -134 n -opera, Ing popto 33 GPM 5 T[� Q;i�yqje t SCHEMATIC H�Ctt INTRILK. '.;AN -r fibN �6 LC I_rL TATI CA ' uLATiN AL N.T.S F14 4 '5'K 'x3,14)X(P2, ASR AH 4 HOLES, �i16,­18 UNC THD. X 1/2 DEEP �.4 V� qightof, 8',l CictncM6 . Slab 1 262 lbs Eq, S PAPED ON 5 112 DIA. ON ASI HORIZONTAL A�b VERTICAL CENTER ONE AgR 6-350 5,27 bs t 1311116 ;2P2 t �27 e 'Fa� r 'y 518 DEEP, ON 6L 1/4 DIA.'13.C. 12 13/16 + 132' ASR VM 3 HOLES, 1/4 20,UNC THD. x 4.19/32 M I A VX DISCHARGE 'BIL L, OF HA.TERIALS T5 FS1 I- %C MAI" rift 14 '�4 Mc B CWT 8SCAKE9 SO- IL 901.1� 4 0 614 ECII rMcftCXNCY C]kCVIT 2REAKER SO -D. WUZ40 LIFT STATION OLZ PUIAP �CIRCUIT BREAKER SO -11. GOVZ29 Orr LEAD 41 C0 CONTROL CIR0IT IRELA,KER SO -D. QOtAIO M2 Aux 07,% 9911 Kap. I& HLATER A 13,J GIR G1111RAIO��E;UTACI.0 ?�HRL DESIGNED BY: "OL GC I A VH TOR eSR2?Q LIGHT OLErl ALARM EL r_ RL3K A DRAWN 13Y: PIEZO, Al -392Y A I KAM HQRN ASF ALARM SILEKE, RELAY AA CLEC. CHECKED �Y;, AArKVP14A 120 SUCTION -RAZI ASI1 AIARM, ILENCE.� RU I TON TELEH�CANIQQE. ll] ItAno OFF 'AUTO SVIICH C%K1 'Al F- 15, W 16 E Tm (C�f.iF TIP LNG ALT -0 _� MET�R LER � IQ0G7 M ALTERtIATOR 5YREI_t�. PJR,110 J013 NU BER RL R6N LIQjT DIALI CK05ME, 24'924*40' FO., START P ACK RlAt CAP 3707,15 9 7 2 START Wi �107156 WD ET START RELAY, 68 7HE,,QESICN S HE,,�PROPERTY OF, SHE NOTE:,Cilistino Diftitainsions'may III" DRAWING AN SPRING ENGINEERING, INC. 'AND ARE N bT TO'.'BE� REPRODUCED, COPIED; PUBLISHEDI,'' OR USED IN WHOLE 'OR PART WITHOUT TO B E USED ONLY FOR THE SITE, AND WRITTEN EN r, EY R H , E,, P AND SHALL BE 'R��URNE[) UP,ON REQ EST,­�­�-�,, R ❑A FINISH 5CWt7Lq,F )OF N MM, "5CHW U�� %-f HIN6F5 -- GA51� WALLS CFIL, HT. PI;MAPK5 — NO. DOOM NAME FLOOD 11/ 2 rk. CONC, TIED FPOM FOOTING 5f> TO LINTEL 5 -MEL. 8. �7- 3, AL. 5-f0WFPONT GLAZING CON515TING OF 2 X4 NOM, 9' 4" THICK CONCPETI; WALK W/ 6 X 6 10/ IO WWM. CW%I1 , THIZt5HOW2 GPONZE ANOPIZEP FPAME ANP I/ 4" GPONZE FLOAT I 1/ 2 PIZ. 5EE 51T1; PLAN FOP APPITIONAL WALK5. NONE 6LA55, TEMPMV WHF-W MOUIM12 13Y LAW, 10, FII �XTINGUI51-f IA-60PC M 2A-40PC, z FLOOP MT, 11. WALL MOUNTED MOH SINK 4. PIGIP FPAME 5Y5TEM GY MGM. 12. ELECTRIC WATIT COOLER 5. POCK GLINTED, 13. 5TPUCTtM WIND GRACING GY MGM. 6, 48" X 4511 EXHAU5T FAN 001T. o -517'-O" A.F.F.) 014. ELECMIC WATEP FfATEP H.M. C MM. (A) E AL, Q 1051 5' -O" X 7' -O" X 1 3/ 4' 1 N.M. C N.M. (A) E AL. FIM PATVP 1061 5'-011 X 7'_011 X I / 411 N.M, C N.M. (A) G AL. FIM IZAf> V 1071 3' -0" x 6' -8" X 1 3/ 4" C. w0017 C N.M. (5) 5 — 1081 3' _011 X 7'-0'! X 15/ 411 H,M, C N.M. (A) p AL. 4" FIM PATI V 1091 5' _011 x 61-811 x 15/ 41' 5, C. WOOn C N.M. (B) C — — 1101 p 1 -()It X 6 1 -811 X 15/ 41, 5. C. WOOD C B — 1111 51-011 X 7' -01' X 15/ 411 H.M. C N.M. (A) G AL. 1112 5'-0" X 7'-011 X 15/ 411 H,M. C N.M. (A) G AL. 1113 1114 III 5 61-011 x 8' -011 10' -011 X 10' -01' OVF"PV COILING G G 5TEE1- J, WPIUM 17UtY `eIzVIC� bOOZ-MOLL "OLY?W4" MFG. GY NNN�iW, OR Z1 FQI.IAL, 24 GA. FkIW FA W, CAV, AFL W/ 2 Hk. NW WALL DATING 1116 5'-01 1 XT -01 I x 1 3/ 411 H.M. X NM. (A) G AL. u�u1 Q) 101 MTAIL 5TOPF 40 10 0- 102 STOCK DOOM 0 0 105 OFFICE 0 ® 104 AAGA115 — VWOWN' 105 5 ® 40 106 .-1ANITOk 0 107 OFFICE 0 0 108 5&L 5 0 4) 109 OFFICE 110 OFFICE '� III WAIZFHOU5P- °� ® VARIES )OF N MM, "5CHW U�� %-f HIN6F5 -- I. GUILT -IN PF5K5, 7. POUMV CONC, %AP5. VFPIFY NUMMR OF PISFPS, 2, INPICATF5 FILLED CELL W/ I # 5 IN 5000 P51 CL05M THM51-I0LP, PU51-I GAIZ, f LLL I'L. 5TA V5 TO CONFOP.M TO ALL STM ANP LOCAL COPF5, 11/ 2 rk. CONC, TIED FPOM FOOTING 5f> TO LINTEL 5 -MEL. 8. POOF OVEf -"' 3, AL. 5-f0WFPONT GLAZING CON515TING OF 2 X4 NOM, 9' 4" THICK CONCPETI; WALK W/ 6 X 6 10/ IO WWM. CW%I1 , THIZt5HOW2 GPONZE ANOPIZEP FPAME ANP I/ 4" GPONZE FLOAT I 1/ 2 PIZ. 5EE 51T1; PLAN FOP APPITIONAL WALK5. NONE 6LA55, TEMPMV WHF-W MOUIM12 13Y LAW, 10, FII �XTINGUI51-f IA-60PC M 2A-40PC, WIVACY LATCH%f FLOOP MT, 11. WALL MOUNTED MOH SINK 4. PIGIP FPAME 5Y5TEM GY MGM. 12. ELECTRIC WATIT COOLER 5. POCK GLINTED, 13. 5TPUCTtM WIND GRACING GY MGM. 6, 48" X 4511 EXHAU5T FAN 001T. o -517'-O" A.F.F.) 014. ELECMIC WATEP FfATEP )OF N MM, "5CHW U�� %-f HIN6F5 LOCK5�f 5TOF PFMAM5 A I PFA of NOW CL05M THM51-I0LP, PU51-I GAIZ, f LLL I'L. G 11/ 2 rk. LOCK%f FLOOR MT. 16--7 5/ 4" X 7' -II 5/ 4" C 11/ 2 I'I2. LOCK5ff NOW CW%I1 , THIZt5HOW2 P I 1/ 2 PIZ. LOCKSFT NONE CL051�P 4'-0" X 8'-0" X 1 5/ lq'' 11/ 2 W. WIVACY LATCH%f FLOOP MT, KICK PLATE, CL05FP AL. 5/ 4" FIM IzATt 17 I051 3' OII XP -01 I X I >/ 41' H,M. C N.M. (A) P FIM PATI P y NO -Mi ALL P0OR HA"/Aid TO 06 L,�VM OMPAM9 TYPT, NPOW 5CH�PU�� ( 5TOMFPONT'fYM5) 0 MFG, CM 51ZF (W X H) TYPE FIN15H MMPRK5 I 5TOP.FFPONT 21-7 3/ 41, X 5' -5 3/ 4" ANOP, ALUM. GIZONA TWMP 6LA55 2 5'fOIZFFPONT 16--7 5/ 4" X 7' -II 5/ 4" ANOP. ALUM, GPONZF TFMf WI:9 GLA55 5. C. WOGV 5TOPI;FPONT 7' -I 15/ 4" X 7' -11 5/ 4" ANO7, ALUM. GPONZF TIMI WP 6LA55 1022 4'-0" X 8'-0" X 1 5/ lq'' H.M. P N.M. (A) p AL. 5/ 4" FIM IzATt 17 I051 3' OII XP -01 I X I >/ 41' H,M. C V noon scHQnu�� ONAI SIZE (W X H X THK,) MAT�PIAL TYPE ,-SMG W, �T TF 5H. MMAW5 1011 1'12.3 `-O' 1 X -7'-0" X 1 3/ 4" AL, 5TOrZFFPONT A AL: A b 13Y Wk. 1021 4' -011 X 6-0" X 1 5/ 4" 5. C. WOGV P N.M. (5) E3 T PRCH VFNI:EI2 FINI5H-5TA1N OkAM 1022 4'-0" X 8'-0" X 1 5/ lq'' H.M. P N.M. (A) p AL. 5/ 4" FIM IzATt 17 I051 3' OII XP -01 I X I >/ 41' H,M. C N.M. (A) P FIM PATI P y 1041 3' -0" X 7' -0" X 15/ 4" H.M. C MM. (A) E AL, rIM I?MT V 1051 5' -O" X 7' -O" X 1 3/ 4' 1 N.M. C N.M. (A) E AL. FIM PATVP 1061 5'-011 X 7'_011 X I / 411 N.M, C N.M. (A) G AL. FIM IZAf> V 1071 3' -0" x 6' -8" X 1 3/ 4" C. w0017 C N.M. (5) 5 — 1081 3' _011 X 7'-0'! X 15/ 411 H,M, C N.M. (A) p AL. 4" FIM PATI V 1091 5' _011 x 61-811 x 15/ 41' 5, C. WOOn C N.M. (B) C — — 1101 p 1 -()It X 6 1 -811 X 15/ 41, 5. C. WOOD C B — 1111 51-011 X 7' -01' X 15/ 411 H.M. C N.M. (A) G AL. 1112 5'-0" X 7'-011 X 15/ 411 H,M. C N.M. (A) G AL. 1113 1114 III 5 61-011 x 8' -011 10' -011 X 10' -01' OVF"PV COILING G G 5TEE1- J, WPIUM 17UtY `eIzVIC� bOOZ-MOLL "OLY?W4" MFG. GY NNN�iW, OR FQI.IAL, 24 GA. FkIW FA W, CAV, AFL W/ 2 Hk. NW WALL DATING 1116 5'-01 1 XT -01 I x 1 3/ 411 H.M. G NM. (A) G AL. NOT., wrW TO P)Wn& FLOOR PLAN SHMT A2 FOP WALL LEGEND 5-"0k� F PON-" TW� 5 2" _ 2" 21, 2" c\t A P -,AW TW� 5 O �a Af a A p POOP �VMON5 ROOF 5TPUCTUPE TO GE METAL ROOF PANEL5 ON STEEL PU9,IN5 5&POIZTEP GY STEEL PA fW5, ALL ENGINEERING, 5EALEP SHOT' FAGPICATION MAWIN65, 5PECIFICATION5, ANP SHOT' FAGRICATION OF 5TRUCTUPAL 5TEEL I1EM5 AT-- TO GF PONE GY METAL GUILPING MANUFACTURER. 5E&L V ENGINEEPEP 51OP PizAW1N65 AT TO 13E 51.1GMITTI;P TO ARCHITECT ANP GULPING PMT, FOR APPROVAL FOOR TO FAPPICATION ANP ERECTION OF 5AIP MATI:RIN.-5. G�N�IZAL PIJILPING IWOPMA11ON GULPING CON5TRUCTION -TYPE IV - UNt' 0MCTEP OCCUPANCY - FACTORY/ INPU5TRIAI. - NON -SPRINKLED GULPING ARMS OFFICE - 3,120 5.F. WMHO 51� -5,220 5.F. TOTAL - 8:540 5,F. GULPING FIGHT -1- 16'4" 7'-7 3/4" iogi POOR 5YMG01. O WALL LEGEND 5YMGOL U K�YN0T s: WINDOW 5YMGOL 1d'-7 3/4" SPAG�2 / NUMBER OF %"I' ON At A5 5ECT10N NUMGFIZ WHICH SECTION PRAWN 3'-0 b 3'-0" / �ALFTi5_ MTAI►. NLIMGM (2) E, . SPACE / ,f2) E f SPACES NUMGM OF SHEET ON AlELEVATION VIEW NUM IZ I . WHICH ELEVATION PRAWN 5-"0k� F PON-" TW� 5 2" _ 2" 21, 2" c\t A P -,AW TW� 5 O �a Af a A p POOP �VMON5 ROOF 5TPUCTUPE TO GE METAL ROOF PANEL5 ON STEEL PU9,IN5 5&POIZTEP GY STEEL PA fW5, ALL ENGINEERING, 5EALEP SHOT' FAGPICATION MAWIN65, 5PECIFICATION5, ANP SHOT' FAGRICATION OF 5TRUCTUPAL 5TEEL I1EM5 AT-- TO GF PONE GY METAL GUILPING MANUFACTURER. 5E&L V ENGINEEPEP 51OP PizAW1N65 AT TO 13E 51.1GMITTI;P TO ARCHITECT ANP GULPING PMT, FOR APPROVAL FOOR TO FAPPICATION ANP ERECTION OF 5AIP MATI:RIN.-5. G�N�IZAL PIJILPING IWOPMA11ON GULPING CON5TRUCTION -TYPE IV - UNt' 0MCTEP OCCUPANCY - FACTORY/ INPU5TRIAI. - NON -SPRINKLED GULPING ARMS OFFICE - 3,120 5.F. WMHO 51� -5,220 5.F. TOTAL - 8:540 5,F. GULPING FIGHT -1- 16'4" 7'-7 3/4" iogi POOR 5YMG01. O WALL LEGEND 5YMGOL U K�YN0T s: WINDOW 5YMGOL (2) EC. SPAG�2 / wow C O 0- p n GMIZAL PUI ANG INWOZMATION iogi POOR 5YMG01. O WALL LEGEND 5YMGOL U K�YN0T WINDOW 5YMGOL e SECTION MY NUMGM OF SFIEET ON NUMBER OF %"I' ON At A5 5ECT10N NUMGFIZ WHICH SECTION PRAWN WHICH 5ECTION TAY.EN PETAJL KEY NUMI3FIZ OF %"f ON NUMBER O 5FfET ON �ALFTi5_ MTAI►. NLIMGM WHICH P�TAL PPAWN WHICH DETAIL TMN t INTERIOR ELEVATION ` ELEVATION NUWR NUMGM OF SHEET ON AlELEVATION VIEW NUM IZ I . WHICH ELEVATION PRAWN THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL 'BE RETURNED UPON REQUEST. 9 FL. ,. is -: .- ..-..-..:. -.:. -: .... .s'sas.�•.. .. � :... -. ..:.. .. Y„ h t A B - ------- ----- - _--------- -�---- -_- - ' -U" SANFORD A SEMINOLE COUNTY I�-57 - v) I I • • L 2 1(l ...�, r) I cp �-, i I z , 0 o Ml[.,[.,WOP-,,K PE�-rAIL, A -A i b 103 419\ . SCALE : 1/ 4" - I ' -U" 5C'A'E : 1/-V- P -U" SANFORD A SEMINOLE COUNTY I�-57 DATE: 4 � I I L 2 1(l ...�, r) I cp �-, i z 0 4 i o 5-rocK pOOM _ LL oil, - L1J TO? "Q o W/ PL. LAM. FIN15N,Wrf cp Q z MOW W/ M. LAM, C �ROVIrJi; �'WJO HWG,E) Q) NN15H „ LL �? f)L - N 2 X h 5iLV5 1021 16" O,C. � �9/ 4" 11-x. %FrI lzi" W/ 9 M. LAM, HN15H X h [3 Mt N M. M5K 4 I _ v Ml[.,[.,WOP-,,K PE�-rAIL, A -A i b 103 419\ . SCALE : 1/ 4" - I ' -U" 5C'A'E : 1/-V- P -U" V • g - -< p 1/2" VA10" X �6"H I I TAIL 51"O� WOMB rvu�o� i ;IzPr3 PAR 4 I �� I0I I - 1 11 105 _ 1 a, I o ,a 1051 O f U = QN Kl RC1 - N t(1 � I `� • 'Z — — -- 11 J A N I I:®r P -,,10'K-"" I�LI�VA11ON5 - �imriow -ro i L- i�- -r5 vm • 13 I06 1061 � ` A- _ • offlc� • L7 o i 9 all _L_ SANFORD SEMINOLE COUNTY DATE: 4 _ I L MFN - a 1(l ...�, r) I V • g - -< p 1/2" VA10" X �6"H I I TAIL 51"O� WOMB rvu�o� i ;IzPr3 PAR 4 I �� I0I I - 1 11 105 _ 1 a, I o ,a 1051 O f U = QN Kl RC1 - N t(1 � I `� • 'Z — — -- 11 J A N I I:®r P -,,10'K-"" I�LI�VA11ON5 - �imriow -ro i L- i�- -r5 vm • 13 I06 1061 � ` A- _ • offlc� • L7 o i 9 all _L_ SANFORD SEMINOLE COUNTY DATE: 4 L U00 ...�, r) 1 z 0 w LL L1J z "Q o o Q z Q) LL �? f)L IF Y A-fl0t\l 1 0 NOM L F�VA O V ,CPL[;: I/ W I' -r-P e NOtE: FOZ THE 19111P05E OF THE 1-um"y SHOWN EXTERIOR E VATION5 A MI AT1VE NOMI TO THE Tnt NORTH {'IAi BEEN USED, 5EE 51ff A -I AND A-2 FOR Tr ANP WLATNE NOCZTH DE5I6NATION, COMVACTOR TO 5WMIT TO 5E1 FOR APPROVAL O,H. POOR MANLJFACTLjd2 R' 5 CERTIFIED, ENGINEERED SHOP PRAWING5 PRIOR TO IN5,r&LA-I'lal, POOR DE516N MU5,r MEET EXTERIOR DOOR A55EW3LY DESIGN CRITERIA FOR P051TIVE AND NEOAVVE PM55LM5 A5 OUTLINED IN THE LATEST EPMON OF TI -V 5-P.C. / 1 \./ f\V 1 r\lk-/ 1 N i /1 lr k -.i 11 I %.. f\ 1 I k./ 1 V i PERFORMANCE REQUIWWNT5: 1, M516N ANP 51ZE G0MP0NENT5 TO WITH5TANP PERP ANP LIVE LOAV5 CAUSED PY P05=11 ANP NEGATIVE WIND PW551 M ACT N6 NORMAL TO PLANE OF WALL TO A 17E516N PW-55LRE OF 24 LP/ 5(2,FT. A5 MWA5UT-P IN ACCORDANCE W/ M51/ A5TM 2, LIMIT MULLION PEFLEGTIC)N TO FLEXllt LIMIT OF GLA55 WITH FLL L mCOVERY OF GLAZING MkMIR ,5. . -5, 5Y5,MM TO ACCOMMODATE, WITHOLK DAMAGE TO COMPONENT5 OR DETERIORATION CSF 5EA5, MOVEMEw WITHIN 5Y%EEM, .1. LIMIT AIR LEAKAa THROUai A55�Mf3LY TO 0,06 CFM/ MIN/ 5Q.FT, OF WALL APVA, MJ;A%MP AT A REFERENCE DIFFERENTIAL- PM55LM ACR055 A55�MDLY OF 1,57 P5F. A5 MEA54V,17 IN ACCCW,1I`Ja WITH AN51/ ASTM 1;283. 5, WATER LEAKAGE: NONE, MN MEA5Ud2 P IN ACCORDANCE WITH ASPM E331 WITH A T>,5T FM5,A, rn PIFFERENa OF 2,86 LC35/ 50,Ff, 6. MAINTAIN CONTINUOU5 A11Z ANP VAPOZ PMIER TI-ZOUGHOW A5%MMY. 7, 5Y5f M TO PROVIDE FOR EXPANSION ANP CONTRACTION WITHIN 5Y5TEM COMPONEW5 WtWW CAI15IN6 PETkIMENTA AFFECT TO 5Y5TEM GOMPONENT5. 8, PMN WATER ENTERING JOINT5, CONDEN5ATION OCCLRINO IN GLAZING CHANNEL5, OR MIGRATING M0151M OCCLRING WITHIN 5Y5 -MM, TO THE EXTERIOR PY A MI? DRAINAGE NETWORK, CODE COMPLIAj\a! ALL EXTERIOR GLAEP POOR5 ANP ANY EXTERIOR OLAZEP OPENIN65 WITHIN 12 INGHE5 OF ANY POOR ANP WH05E PGgTOM EPOS 15 LZ55 THAN 60 INCHE5 At30VE FINISHED FLOOR OF WALKING SL�ACE SHPLL f3E FLLLY TEMPERED, F UWAI ON 8 KEY N®TE5 I. 26 GA. PREFINI5HED GALV, STEEL ARCHITECTURAL WALL PANEL BY MOM (COLOR TO BE CHOSEN BY OWNER). 2. S X S X 1(o SPLIT FACE ARCHITECTURAL CMU WALL (SUBMIT SAMPLE TO OWNER FOR APPROVAL). 3. ALUM STOREFRONT GLAZING SYSTEM CON515TING OF 2 X 4 NOM. BRONZE ANODIZED FRAMING 4 1/4" BRONZE FLOAT GLASS TEMPERED WHERE REQUIRED BY LAID. 4. METAL FASCIA PANELS BEYOND. 5. 24 GA ALUMINUM COATED STEEL ROOF PANELS BY MBM. 6. PREFINI5HED GALV. STEEL GUTTER AND DOWNSPOUT BY MBM. 1, 10' LONG 24 GA. MTL GRAVITY RIDGE VENT BY MBM. 8 8" CMU WALL WITH ALTERNATE HORIZ. JOINTS STRUCK,. SEALED AND PAINTED FINISH. 9. COILING PREFINISHED STEEL OVERHEAD DOOR. 10. DOCK BUMPER. IL CONCRETE SPLASH BLOCK, LOCATED AT EACH DOWNSPOUT. 12. CONCRETE WALK - SEE SITE PLAN FOR ADDITIONAL CONCRETE IIIAI V 13. 11/2' DIA. PAINTED STEHADRAI INSTALLATION TO COMPLY WITH ALL STATE AND LOCAL GUIDING CODE REOUIREMENT5. 14, TOP OF CMU RETAINING WALL. 15. THRU-WALL EXHAUST FAN (BOTTOM OF FAN 1'-0" A.F.F ) 16. CMU STAIRCASE IU/ POURED CONCRETE STEPS. 11, DOCK SEALS. 15. METAL CANOPY WITH 51GNAGE. 19. WALL MOUNTED LIGHT FIXTURE ABOVE DOOR HEADJH4, EIGHT 6\20. WALL MOUNTED CANOPY TO MATCH ROOF FASCIA. NOTE: ALL ITEMS BY MOM SHALL BE INSTALLED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH MBM SPECIFICATIONS. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. I M 1/2"- V-0" 101-0" POr. a rA5CIA I.' 7 I: 61-0" A.F.F. I° 3 G�1 4 L 12 2 - III -cig DI -0- 14 MTAL k MfAL 5W: 1/ 2" - I' -Q" W: 1/2"- I'-0" 36 I ------------------------- "1-IILTI" M12CZ POLT5 5716" VIA, X5 " LONG 2 Q EA, ENV, 2 a MIVVLE. "NILTI" WEVGE POLT5 5/ 8" VIA, X 50' LONG 1611 O.C. 30 --------- ----- r---- — ---- – -- --� I P 't , --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------_ -___------------ ---____---------- ---_------------------------------ -- -- - -� MY NOTES -� I6 I. 24 GA, PLUM, COATEV 5TEEL V001' PANEL5 PY MPM, 10, PMCA5TCONCWfF, LINTEL W/ #5 PPV IN 3000 P51 CONCMTE. 19, WIP FPACOLUMN PEYONV. ME I� 2. �TE.L MIN PY MPM. 11, I. GUILING O,f 1. V00tZ. 20, 1/ 2" G.VW. ON L X 2 PS, FUt2fZiNG 16" CC, VAM 3/ 411 I IN5l.9.ATION I�TWEEN 5T1211'S. 3; 26 GA. FW-FINI5IfV ME-fAL GUTTEf2. CaM TO MATGN 12, 5" THICK 3000 F51 GONG. 5LA13 W/ 6 X 6 6/ 6 WWlvl Ott 18 Q I 2 �� - — At�C{ illi; TUI�AL WALL P EL5, C PN I FIPEIZM 9-f OVEK 6 MIL V15QLV� N ON WELL COM'AGTEV, TEPMITE TMATEV, CLAN FULL. 321, MAtdLE SILL, r 4. 5ECONWY FPzAMING PY MPM, 22, A UM. 5-MrWW 5Y5TEM CON51511\16 OF 2 X 4 NOM. ANO7IZEV ALUM. I 13, VOCK PUMPk. FI?AMV ANV 1/ 4" FLOAT GLA55 TEMC' My WWM MQUIMP PY LAW. 5, 26 p FINI VGA! V, 5TEEL WALL PANELS PY MPM. COLOC2 TO 14, 8" CMU FILLEV W/ 3000 P51 CONCW9. 23. 511.E fLA51-1ING. MATCH ALUM. 5TOMPVONT. PE C1105EN PY OWNER. 24. 2 X 4 25 GA, MT., 5TW5 e 16" O.C. W/ 1/ 2" GYP. PV. POM 51VE5 6, 26 GA, PWFIN, METAL TKIM, COLOt2 TO MATCH MCN. WALL FANEL5. 15, I #5 CONTINUOUS. W/ ?51/ 2" 5OUNV PW515ULAWN, I.. K.O. PLOCK W/ #5 CONTINUOU5 IN 3000 P51 CONCMTE, 16, 1 #5 kGV VEkf. 51: AGEV a 118" CC. MAX. (PMV IZOV INTO 5LAP MIN. OF 1611) , � PU LPIN6 5�CION 17. 6" 3000P51 GONG, SLAP W/ 6 X 6 6/ 6 WWM Oft FIPECZMESN. 8, VEi2T. I #5 IN 3000 P51 CONCC�TE CMU CELL. 18, CONCWff; F0011NG - 5MFOUNVATION P' AN. A� 5C&L : 1/ 2!"- P-0" 9, COILING O,N,, V001Z HOUSING. P 't , AP DATE SANFORD 8EMlNOLE COUNTY DATE: 05--05-N L .. (j Q 00 w(-DLL- z Q Z C] U Q z G) C •y�J� �/ 4" 4' V,T.R, Al FLOOR MOUNTED SINK 2 0,'- 2'� 4"-- F.D. WUMUN jr-llNl I ui\ TO SANITARY LIFT STATION o MUMPIN6 LPL AW ELECT, WATER HEATER: RHEEM MODEL NO, 81PV20S 20 GAL; CAPACITY, SINGLE ELEMENT AT 2,000 WATTS, 115/1/160 (PROVIDE GALV, MTL DRAIN PAN WITH DRAIN TO F.D.) 5CAL�: 1/ 4 P -O" CIO. r. Lr LAV. 2" �I`.. -v, wrs. . i � q 4' I �4" " � 2 I 2 1 1 LAV. w.G. I 51NK1 #I'L0012 MOUNTI;p 51NK X19. \I Cr F.p. f0 SANIrAK"(LI�T STATION ° WA5� I PIA6PAM N,-",5, PLUMBING NOTES L PLUMBING CONTRACTOR SHALL VERIFY ALL FEES WHICH ITEM WAS INSTALLED FIRST, PRIOR TO CONSTRUCTION AND PAY ALL SERVICE GNER IS TO STATE WHICH EQUIPMENT, PIPING, AND CONNECTION CHARGES, ETC. IS TO BE RELOCATED REGARDLESS OF HVAC PLAN WHICH ITEM WAS INSTALLED FIRST, 2. PLUMBING CONTRACTOR SHALL VERIFY INVERTS PLUMBING RISER AND LOCATION OF ALL GAS LINES, SANITARY 5. ALL PLUMBING FIXTURES AND THE fNSTALLA- SEWER, STORM DRAINAGE, AND DOMESTIC WATER = TION THEREOF SHALL MEET THE LATEST EDI - SERVICES PRIOR TO CONSTRUCTION, DESIGNED B,Y: TION OF 'THE 'STANDARD PLUMBING CODE", G. CONTRACTOR SHALL FURNISH ALL MATERIALS 3. EXACT LOCATION OF PLUMBING FIXTURES SHALL AND LABOR FOR A COMPLETE PLUMBING SYSTEM, BE COORDINATED BETWEEN TRADES AND VERIFY � WITH DESIGNER, 7, CONTRACTOR SHALL VERIFY FIXTURES AND :q THEIR LOCATIONS, PRIOR TO BEGINNING WORK, 4. PLANS AND SKETCHES ARE SUBMITTED TO LIMIT, 2. ALL BLDDERS" ARE TO BASE THEIR BIDS ON THE ENGINEER SPECIFIED WITH THE LATEST ISSUE OF THE ARCHITECTU- EXPLAIN AND DEFINE CONDITIONS, SPECIFIED RAL DRAWINGS. REQUIREMENTS, PIPE SIZES, AND MANNER OF 8. WATER PIPING SHALL QBE TYPE "L' COPPER ERECTING WORK, STRUCTURAL OR OTHER UNLESS OTHERWISE SPECIFIED. CONDITIONS MAY REQUIRE CERTAIN MODIFICA- TIONS FROM THE DESIGN SHOWN, AND SUCH 9, ALL HOT WATER PIPING SHALL BE INSULATED DEVIATIONS ARE PERMISSIBLE AND SHALL BE WITH APPROVED INSULATION WITH A WALL MADE AS REQUIRED. HOWEVER, SPECIFIED SIZE AUXILIARY DRAIN PAN -- CONDENSATE PIPING THICKNESS OF NOT LESS -THAN 1/2'. AND REQUIREMENTS NECESSARY FOR SATISFAC- TRADES, THE SUBMISSION OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCHW/MOISTURE FURY OPERATION SHALL REMAIN UNCHANGED. 10. WASTE PIPING SHALL BE SCHEDULE 40 DWV IT MAY BE NECESSARY TO SHIFT PIPES AND EFFORT HAS BEEN MADE, PVC UNLESS OTHERWISE SPECIFIED, THESE CHANGES SHALL BE MADE AS REQUIRED, It, CLEANOUTS SHALL BE PROVIDED AS SHOWN ON ALL SUCH CHANGES OR DESIGN MODIFICATIONS S--1 DAWN UNIT X25 CFM 8" 8a 225 CFM PLANS AND AS SPECIFIED IN PLUMBING CODE, SHALL BE REFERRED TO THE DESIGNER FOR APPROVAL BEFORE PROCEEDING, EXTRA CHARGES 12. TRAP SIZES: SHALL NOT BE ALLOWED FOR THESE CHANGES. WATER CLOSET ,.,...,3' THE CONTRACTOR SHALL REALIZE THAT THE 'URINALS ................... 2' DRAWINGS COULD DELVE INTO EVERY STEP, LAVATORY ........ ,,.1-1/2' SEQUENCE, OR OPERATION NECESSARY FOR THE COPLETION OF THE PROJECT WITHOUT SINK ,,,,,,,,,,,,,,,,,,,,,,,,,1-1/2" DRINKING FOUNTAN....... 1-1/2" DRAWING ON THE CONTRACTOR'S EXPERIENCE FLOOR DRAIN MIN. OR INGENUITY, HOWEVER, ONLY TYPICAL LAYOUT ..... 1..3" IS SHOWN ON THE PLANS: IN CASES WHERE THE 13, WATER CLOSETS SHALL BE WATER SAVING CONTRACTOR IS NOT CERTAIN ABOUT THE METHOD TANK TYPE. OF INSTALLATION OF HIS WORK, HE SHALL CONSULT WITH THE DESIGNER, 14, FLOOR DRAINS SHALL HAVE TRAP PRIMERS AND LACK OF DETAILS SHALL NOT BE AN EXCUSE METAL STRAINERS. FOR IMPROPER INSTALLATION. IN GENERAL, THE DRAWINGS ARE DIAGRAMMATIC AND THE 15, ELECTRIC WATER COOLERS SHALL BE SELF CON - CONTRACTOR SHALL INSTALL HIS WORK IN A TAINED, WALL MOUNTED UNITS WITH STAINLESS MANNER SO THAT INTERFERENCES BETWEEN STEEL FINISH, THE VARIOUS TRADES IS AVOIDED, IN CASES WHERE INTERFERENCES DO OCCUR, THE DESI- 16, JOINTS BETWEEN FIXTURES AND/OR FLOOR GNER IS TO STATE WHICH EQUIPMENT, PIPING, SHALL BE CAULKED WITH AN APPROVED ETC, IS TO BE RELOCATED REGARDLESS OF SEALANT. UNCERTAINTY WERE DISCOVERED, BIDDER SHALL REQUEST CARIFICATION FROM THE ARCH,/ENGR THE A/E WILL ISSUE WRITTEN CLARIFICATION BY ADDENDUM TO AIR HANDLING UNIT D E TA I L ALL BIDDERS PRIOR TO BID DATE. ALL REQUESTS FOR CLARIFICATION SHALL BE :. SUBMITTED TO THE A/E A MINIMUM OF 5 DAYS PRIOR TO BID DAME TO ALLOW TIME NOT TO SCALE FOR r. FOR ISUING A REOROOM SPONSEREQUESTED ITEMS TO BE CLARIFIED, AND TO ALLOW TIME STOCK 10 2 APF /AL LATER CLAIMS FOR LABOR, EQUIPMENTS OR MATERIALS REQUIRED, OR FOR S-1 --�� 225 CFM (� 12 x 12 DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN DATE r SEAL FITTING •� EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 14" � W/ 3M SEALANT, ALL FEES AND PERMITS NECESSARY TO COMPLETE INSTALLATION SHALL • BE FIBERBOARD: DUCT INCLUDED IN CONTRACTOR'S BID, SPIN -IN FITTING W/LOCKING QUADRANT 8" x DAMPER & 45' AIR EXIRACTOR; 4. CONTRACTOR SHALL 'PERFORM MANUFACTURER, REQUIRED START-UP — FR -1 6X6 PROCEDURES AND SHALL SUBMIT A REPORT TO ARCHITECT; REPORT SHALL HAVE 0 INSULATED ROUND zr 2 FLEXIBLE DUCT SIGNATURE VERIFICATION THAT UNIT PERFORMANCE IS SATISFACTORY, START UP R-1 DATE FOR COMMENCEMENT OF WARRANTY SHALL BE NOTED IN REPORT. _ (MAX. 8'-0• LONG) ` t S 5: CONTRACTOR SHALL BALANCE ALL AIR SYSTEMS IN -THEIR ENTIRETY AND IN 1-I-,- RELATIONSHIP i -,- RELA f IONSHIP TO EACNOTHER AT THE COMPLETION OF T� z WORK IN ACCORDANCE SAFETY , PAN-- 1 ,--f U . I I FR -1 R-1 ROUND METAL DUCT 1 1/2' INSUL. W/ VAPOR WITH AIR QUANTITIES INDICATED ON DRAWINGS. I �� 1 (EXrERNAL INSULATION) BARRIER FROM NECK BALANCING SHALL ALSO INCLUDE RECORDING FAN RPMS (SUPPLY & EXHAUST), i j OFFICE Tu CEILING SEALED I �_j TO DUCT INSUL: SYSTEM RETURN AND SUPPLY STATIC PRESSURES.10L _,_ ____ — t ALL FAN DRIVES SHALL BE ADJUSTED TO DELIVER THE SPECIFIED CFM AGAINST THE ACTUAL SYSTEM STATIC PRESSURES. CONTRACTOR SHALL MAKE ANY 2 -WAY 1 0 - ADJUSTMENTS TO SPEED CONTROLLERS, CHANGES IN PULLEYS, BELTS OR ADD ANY �, 270 CFM (3 F C J `'�__,� NECESSARY DAMPERS FOR CORRECT BALANCE AS PART OF THE ORIGINAL JOB OILING DIFFUSER CEILING c COST, ANY PROBLEMS SHOULD BE BROUGHT TO ENGINEER'S ATTENTION, 6° � c AT COMPLETION OF BALANCING, CONTRACTOR SHALL PROVIDE ENGINEER a 1 2-WACEILING DIFF"USER RUNOU� DETAIL WITH A MARKED UP DRAWING NOTING AIR QUANTITIES & THEIR LOCATIONS,155 CF6. ALL DUCT SIZES SHOWN ON DRA�JINGS ARE CLEAR INSIDE DIMENSIONS. N NOT TO SCALE L" 16X14 cw 7, CONTRACTOR SHALL 'NOT INSTALL ANY EQUIPMENT AND DUCTWORK PRIOR MEN «' TO VERIFICATION OF ROUTING ,AVAILABLE SPACE AND COORDINATION WITH ALL � - TRADES AND EQUIPMENT SUPPLIERS, i --{ 61 1 0 loo . AIR HANDLING UNIT SCORED CFM ULE AIR COOLED CONDENSING UNIT SCHEDULE 8, CONTRACTOR SHALL PROVIDE ALL ITEMS FOR PROPER AND SAFE SUPPORT 10° � S-1 RR_1 MARK AEIU-1 MARK CU -1 OF MATERIALS AND EQUIPMENT. -WAY MANUF. TRANE MANUF, TRANE 0 CFM MODEL # TWE090A MODEL # TTP090A 9, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH S-1 ELEC, 208/3/60 310 CFM MCA 43 TOTAL COOL'G CAP 91 MBH MANUFACTURER'S RECOMMENDATIONS, o FUSE/BRK'R 45 SENS. caaL'G 2s.6 MBH WOMEN X NOM. CFM 3040 SAPdFORD 10, PROVIDE OWNER: WITH A SET OF INSTRUCTION/MAINTENANCE MANUALS FOR RETAIL STORE Q OUT, AIR CFM 320 ELEC, 208/3/60 SF -MI COLIN& 1 V 5 FAN MOTOR 1 2 1/4 HP MCA 36.7 ALL EQUIPMENT INSTALLED, 1 01 6' fi V FLA/LRA 1,7/3,6 MAX. FUSE/BRK'R 60 AMPS DATE: D ® 100 ELEC. HEAT STRIP 11.25 kW EER 8.9 11. FURNISH .5 SETS OF SHOP DRAWINGS AND EQUIPMENT CUT SHEETS TO A/E S-1 CFM VOLT 11,25 k6005- - FOR REVIEW AND APPROVAL OF THE FOLLOWING PRODUCTS PRIOR TO co 3 -WAY RR -1 ORDERING/INSTALLING EQUIPMENT, D 80 CFM NOTES a) HVAC EQUIPMENT 1) PROVIDE AUXILIARY DRAIN PAN WITH FLOAT SWITCH FOR FAN SHUTDOWN. T_ d) AIR DEVICES 2) PROVIDE MANUFACTURER RECOMMENDED 2 -STAGE HT'G/COOL'G JANITOR x THERMOSTAT WITH AUTO, CHANGEOVER AND DUAL SETPOINTS. c) VOLUME AND BACKDRAFT DAMPERS 3) RUN FULL SIZE CONDENSATE DRAIN TO DRY W � 1 d) FLEX. DUCT AND FITTINGS 10" �( " ELL e) FANS AND ACCESSORIES o �'06 4) PROVIDE AH. UNIT W/ SINGLE POINT ELEC, CONNECTION, Z W 00 I I 6' 100 5) INTERLOCK AHU WITH EXHAUST FANS. f` n 12, REFRIGERANT PIPING SHALL BE TYPE'L" HARD DRAWN COPPER WITH hI S-1 CFM S=l 3 -WAY RR -1 U SOLDERED WROUGHT COPPER FITTINGS. ALL ELLS SHALL HAVE LONG RADIUS 310 CFM EWH 40 CFM FAN SCHEDULES cr. SWEEP. PIPE SIZES AS RECOMMENDED BY MANUFACTURER INSULATE SUCTION MARK EF -1 EF -2 00 PIPING WITH 1/2' ARMSTRONG ARMAFLEX AP 25/50, AFTER .CLEANING PIPE APPLY R-1 SERVICE TOILE r WAREHOUSE . J ARMSTRONG 520 ADHESIVE AND TAPE JOINTS WITH 3M VAPOR BARRIER TAPE. 0 MANUF. cREENHECK GREENHECK (� z �- OUTSIDE INSULATION SHALL BE FINISHED WITH 2 COATS OF ARMSTRONG 6 X MODEL # SQ -75-G SPF NOTE WEATHERPROOF PLASTIC COATING. R_1 OFFICE (` 24(BELT DRIVE) S n U IC Q TYPE IN-LINE WALL -MOUNTED 1) INTERLOCK EF -1 WITH LIGHT q 13. SUPPLY AND RETURN AIR DUCTWORK: PROVIDE FIBERGLASS DUCTBOARD CFM 300 4739 SWITCH AT TOILET, -1 10" 10 7 Q J COMPLYING WITH U.L. 181 FOR CLASS 1 DUCT WHERE SHOWN ON PLAN, DUCTBOARD S.P. .25 ,25 2) PROVIDE SPEED CONTROL 0 TO BE A MIN. OF 1 1/2' THICK WITH AH "R" VALUE OF 6.5 p PROVIDE TURNING VANES IN SUPPLY AIR DUCT WITH SQUARE ELBOWS EQUAL 6„ �� S-1 TIP 1/30 .75 ABOVE CEILING,. TO OR GREATER THAN 12' X 12' IN CROSS SECTIONAL AREA, VANES SHALL BE S_1 3 -WAY, ELEC, 110 120/60/1 3) PROVIDE VIBRATION ISOLATOR, c FACTORY FABRICATED PER SMACNA STANDARDS, 3 WAY 120 CFM EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL. 6 x 6 270 CFM LEGENDS z FLEXIBLE DUCT SHALL BE INSTALLED WHERE SHOWN ON PLANS AND SHALL RR -2 S -SUPPLY DIFFUSER R -RETURN DEVICE Z NOT REST ON CEILING AND SHALL BE FREE FROM KINKS AND SHARP BENDS, DUCT R-1 FR_SIFEWALL REGISTER D-75 UPPOSED' BLADE DAMPER 1 FILTER RETURN (PROVIDE 1' FIBERGLASS FILTER) SHALL BE U.L, LISfED CLASS 1 INSULATED (C -.231 W/ GALV, STEEL HELIX &FIRE z � o TYPE IS, & :R'.AIR DEVICE ARE'fO BE FLUSH FACE CEILING RETARDANT VAPOR JACKET, TYPE '5M" AS MANUFACTURED BY 'FLEXMASTER", DEVICES, PERFORFl TED' WITH ADJUSTABLE PATTERN CONTROLLER, LrL� BRANCH DUCTS TAKEOFFS SHALL HAVE SPIN COLLAR FITTINGS WITH INTEGRAL DAMPER, OFFICE 11 1 4-wAY $Law UNLESS NfJTED O rHERWISE BY ARROws, DEVICES (f� 6r CU BASED ON TITUS. L� r 14, INSULATE BACKS OF AIR DISTRIBUTION DEVICES WITH INSULATED BLANKET 109 R-1 X CD WITH A "C" VALUE OF ,23 AND SHALL HAVE AVAPOR--PROOF OUTER JACKET. � RR -2 AIR DEVICE Sc�lEbuLF 15. DAMPERS: ALL PROJECT DAMPERS ARE TO BE FACTORY FABRICATED. c� c� MARK MATERIAL FINISH ACCESSORIES MODEL # REMARKS DAMPER HANDLES SHALL HAVE LOCKING QUADRANT FEATURE & STANDOFF (WHEN S-1 SALES S-1 ALUMINUM OFF WHITE D-75 PAS -AA 24' X'24' MODULE INSTALLED ON INSULATED DUCT), CONTRACTOR SHALL PROVIDE ANY ADDITIONAL 115 CFM S-2 ALUM. a/W D-75 PAs -AA 12' X 12' MODULE DAMPERS (ABOVE & BEYOND THOSE SHOWN ON PLAN) REQUIRED FOR PROPER O R-1 ALUMINUM OFF WHIrE - PAR -AA 124 x 12' MOD, W/ a b BALANCE OF SYSTEMS, 6 SQ, N K 20' X 20' MOD. R-2 ALUM, 0/W - PAR -AA PROVIDE BACKDRAFT DAMPERS FOR ALL EXHAUST AIR SYSTEMS. 18` SQ, N'K FR -1 ALUM, 16. CONTRACTOR BY ACCEPTANCE OF CONTRACT AGREES TO PROVIDE A O/W - 50-77 24' X R4` W/ , NOM, -22' SO, �NK. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP, MATERIALS AND EQUIPMENT FOR 10" '' -' ---- 10q A PERIOD OF ONE YEAR FROM DATE OF SYSTEM ACCEPTANCE,. GUARANTEE INCLUDES ELIMINATION OF ANY OBJECTIONAL NOISE OR VIBRATION, OFFICE SYMBOL LEGEND VOLUME DAMPER (V,DJ FLEXIBLE 'CONNECTION SUPPLY DIFFUSER RETURN DEVICE FLEXIBLE DUCT S-1 x O 3 WAY �, S-1 G" 280 CFM 3 WAY 280 CFM �J 6 X 6 F.C.'R-1 130 CFM R1 tio� ti NLP M�CHANICAL, PLAN.. -7777777 ti , GENERAL HVAC NOTES: HVAC PLAN OSUSPEND.FRUM STRUCTURE PLUMBING RISER 1. ALL WORK SHALL CONFORM TO LOCAL, STATE AND NATIONAL CODES AND CIA W/TNREADED'ROD, PROVIDE SUPPLEMENTAL'FRAMINa OUTSIDE AIR DUCT DIAGRAM = THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION; INCLUDING BUT AS REQUIRED UP r0 ROOF JACK � � " DESIGNED B,Y: ` NOT LIMITED TO STANDARD MECHANICAL CODE AS ADOPTED LOCALLY, NEPA 90A., 5 VIBRATION ISOLATOR VOLUME DAMPER 90B, SMACNA, AND ASHRAE. � cn z :q JOB NUMBER`` o> 2. ALL BLDDERS" ARE TO BASE THEIR BIDS ON THE ENGINEER SPECIFIED SUPPLY AIR RETURN AIR O EQUIPMENT AS SHOWN ON THESE PLANS,0 El- , 3, BIDDERS SHALL EXAMINE A FULL SET OF PROJECT DOCUMENTS AND SMOKE DETECTOR FAMILIARIZE THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK, THE FLEX. CONNECTION (FIRE STAT),' DIFFICULTIES THAT ATTEND ITS EXECUTION AND ITS INTER -RELATION TO OTHER AUXILIARY DRAIN PAN -- CONDENSATE PIPING TRADES, THE SUBMISSION OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCHW/MOISTURE SENSOR EFFORT HAS BEEN MADE, S-1 INTERLOCKED TO SHUT AFTER DOCUMENTS REVIEW IF THE BIDDER HAS QUESTIONS, OR IF ITEMS OF S--1 DAWN UNIT X25 CFM 8" 8a 225 CFM UNCERTAINTY WERE DISCOVERED, BIDDER SHALL REQUEST CARIFICATION FROM THE ARCH,/ENGR THE A/E WILL ISSUE WRITTEN CLARIFICATION BY ADDENDUM TO AIR HANDLING UNIT D E TA I L ALL BIDDERS PRIOR TO BID DATE. ALL REQUESTS FOR CLARIFICATION SHALL BE :. SUBMITTED TO THE A/E A MINIMUM OF 5 DAYS PRIOR TO BID DAME TO ALLOW TIME NOT TO SCALE FOR r. FOR ISUING A REOROOM SPONSEREQUESTED ITEMS TO BE CLARIFIED, AND TO ALLOW TIME STOCK 10 2 APF /AL LATER CLAIMS FOR LABOR, EQUIPMENTS OR MATERIALS REQUIRED, OR FOR S-1 --�� 225 CFM (� 12 x 12 DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN DATE r SEAL FITTING •� EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 14" � W/ 3M SEALANT, ALL FEES AND PERMITS NECESSARY TO COMPLETE INSTALLATION SHALL • BE FIBERBOARD: DUCT INCLUDED IN CONTRACTOR'S BID, SPIN -IN FITTING W/LOCKING QUADRANT 8" x DAMPER & 45' AIR EXIRACTOR; 4. CONTRACTOR SHALL 'PERFORM MANUFACTURER, REQUIRED START-UP — FR -1 6X6 PROCEDURES AND SHALL SUBMIT A REPORT TO ARCHITECT; REPORT SHALL HAVE 0 INSULATED ROUND zr 2 FLEXIBLE DUCT SIGNATURE VERIFICATION THAT UNIT PERFORMANCE IS SATISFACTORY, START UP R-1 DATE FOR COMMENCEMENT OF WARRANTY SHALL BE NOTED IN REPORT. _ (MAX. 8'-0• LONG) ` t S 5: CONTRACTOR SHALL BALANCE ALL AIR SYSTEMS IN -THEIR ENTIRETY AND IN 1-I-,- RELATIONSHIP i -,- RELA f IONSHIP TO EACNOTHER AT THE COMPLETION OF T� z WORK IN ACCORDANCE SAFETY , PAN-- 1 ,--f U . I I FR -1 R-1 ROUND METAL DUCT 1 1/2' INSUL. W/ VAPOR WITH AIR QUANTITIES INDICATED ON DRAWINGS. I �� 1 (EXrERNAL INSULATION) BARRIER FROM NECK BALANCING SHALL ALSO INCLUDE RECORDING FAN RPMS (SUPPLY & EXHAUST), i j OFFICE Tu CEILING SEALED I �_j TO DUCT INSUL: SYSTEM RETURN AND SUPPLY STATIC PRESSURES.10L _,_ ____ — t ALL FAN DRIVES SHALL BE ADJUSTED TO DELIVER THE SPECIFIED CFM AGAINST THE ACTUAL SYSTEM STATIC PRESSURES. CONTRACTOR SHALL MAKE ANY 2 -WAY 1 0 - ADJUSTMENTS TO SPEED CONTROLLERS, CHANGES IN PULLEYS, BELTS OR ADD ANY �, 270 CFM (3 F C J `'�__,� NECESSARY DAMPERS FOR CORRECT BALANCE AS PART OF THE ORIGINAL JOB OILING DIFFUSER CEILING c COST, ANY PROBLEMS SHOULD BE BROUGHT TO ENGINEER'S ATTENTION, 6° � c AT COMPLETION OF BALANCING, CONTRACTOR SHALL PROVIDE ENGINEER a 1 2-WACEILING DIFF"USER RUNOU� DETAIL WITH A MARKED UP DRAWING NOTING AIR QUANTITIES & THEIR LOCATIONS,155 CF6. ALL DUCT SIZES SHOWN ON DRA�JINGS ARE CLEAR INSIDE DIMENSIONS. N NOT TO SCALE L" 16X14 cw 7, CONTRACTOR SHALL 'NOT INSTALL ANY EQUIPMENT AND DUCTWORK PRIOR MEN «' TO VERIFICATION OF ROUTING ,AVAILABLE SPACE AND COORDINATION WITH ALL � - TRADES AND EQUIPMENT SUPPLIERS, i --{ 61 1 0 loo . AIR HANDLING UNIT SCORED CFM ULE AIR COOLED CONDENSING UNIT SCHEDULE 8, CONTRACTOR SHALL PROVIDE ALL ITEMS FOR PROPER AND SAFE SUPPORT 10° � S-1 RR_1 MARK AEIU-1 MARK CU -1 OF MATERIALS AND EQUIPMENT. -WAY MANUF. TRANE MANUF, TRANE 0 CFM MODEL # TWE090A MODEL # TTP090A 9, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH S-1 ELEC, 208/3/60 310 CFM MCA 43 TOTAL COOL'G CAP 91 MBH MANUFACTURER'S RECOMMENDATIONS, o FUSE/BRK'R 45 SENS. caaL'G 2s.6 MBH WOMEN X NOM. CFM 3040 SAPdFORD 10, PROVIDE OWNER: WITH A SET OF INSTRUCTION/MAINTENANCE MANUALS FOR RETAIL STORE Q OUT, AIR CFM 320 ELEC, 208/3/60 SF -MI COLIN& 1 V 5 FAN MOTOR 1 2 1/4 HP MCA 36.7 ALL EQUIPMENT INSTALLED, 1 01 6' fi V FLA/LRA 1,7/3,6 MAX. FUSE/BRK'R 60 AMPS DATE: D ® 100 ELEC. HEAT STRIP 11.25 kW EER 8.9 11. FURNISH .5 SETS OF SHOP DRAWINGS AND EQUIPMENT CUT SHEETS TO A/E S-1 CFM VOLT 11,25 k6005- - FOR REVIEW AND APPROVAL OF THE FOLLOWING PRODUCTS PRIOR TO co 3 -WAY RR -1 ORDERING/INSTALLING EQUIPMENT, D 80 CFM NOTES a) HVAC EQUIPMENT 1) PROVIDE AUXILIARY DRAIN PAN WITH FLOAT SWITCH FOR FAN SHUTDOWN. T_ d) AIR DEVICES 2) PROVIDE MANUFACTURER RECOMMENDED 2 -STAGE HT'G/COOL'G JANITOR x THERMOSTAT WITH AUTO, CHANGEOVER AND DUAL SETPOINTS. c) VOLUME AND BACKDRAFT DAMPERS 3) RUN FULL SIZE CONDENSATE DRAIN TO DRY W � 1 d) FLEX. DUCT AND FITTINGS 10" �( " ELL e) FANS AND ACCESSORIES o �'06 4) PROVIDE AH. UNIT W/ SINGLE POINT ELEC, CONNECTION, Z W 00 I I 6' 100 5) INTERLOCK AHU WITH EXHAUST FANS. f` n 12, REFRIGERANT PIPING SHALL BE TYPE'L" HARD DRAWN COPPER WITH hI S-1 CFM S=l 3 -WAY RR -1 U SOLDERED WROUGHT COPPER FITTINGS. ALL ELLS SHALL HAVE LONG RADIUS 310 CFM EWH 40 CFM FAN SCHEDULES cr. SWEEP. PIPE SIZES AS RECOMMENDED BY MANUFACTURER INSULATE SUCTION MARK EF -1 EF -2 00 PIPING WITH 1/2' ARMSTRONG ARMAFLEX AP 25/50, AFTER .CLEANING PIPE APPLY R-1 SERVICE TOILE r WAREHOUSE . J ARMSTRONG 520 ADHESIVE AND TAPE JOINTS WITH 3M VAPOR BARRIER TAPE. 0 MANUF. cREENHECK GREENHECK (� z �- OUTSIDE INSULATION SHALL BE FINISHED WITH 2 COATS OF ARMSTRONG 6 X MODEL # SQ -75-G SPF NOTE WEATHERPROOF PLASTIC COATING. R_1 OFFICE (` 24(BELT DRIVE) S n U IC Q TYPE IN-LINE WALL -MOUNTED 1) INTERLOCK EF -1 WITH LIGHT q 13. SUPPLY AND RETURN AIR DUCTWORK: PROVIDE FIBERGLASS DUCTBOARD CFM 300 4739 SWITCH AT TOILET, -1 10" 10 7 Q J COMPLYING WITH U.L. 181 FOR CLASS 1 DUCT WHERE SHOWN ON PLAN, DUCTBOARD S.P. .25 ,25 2) PROVIDE SPEED CONTROL 0 TO BE A MIN. OF 1 1/2' THICK WITH AH "R" VALUE OF 6.5 p PROVIDE TURNING VANES IN SUPPLY AIR DUCT WITH SQUARE ELBOWS EQUAL 6„ �� S-1 TIP 1/30 .75 ABOVE CEILING,. TO OR GREATER THAN 12' X 12' IN CROSS SECTIONAL AREA, VANES SHALL BE S_1 3 -WAY, ELEC, 110 120/60/1 3) PROVIDE VIBRATION ISOLATOR, c FACTORY FABRICATED PER SMACNA STANDARDS, 3 WAY 120 CFM EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL. 6 x 6 270 CFM LEGENDS z FLEXIBLE DUCT SHALL BE INSTALLED WHERE SHOWN ON PLANS AND SHALL RR -2 S -SUPPLY DIFFUSER R -RETURN DEVICE Z NOT REST ON CEILING AND SHALL BE FREE FROM KINKS AND SHARP BENDS, DUCT R-1 FR_SIFEWALL REGISTER D-75 UPPOSED' BLADE DAMPER 1 FILTER RETURN (PROVIDE 1' FIBERGLASS FILTER) SHALL BE U.L, LISfED CLASS 1 INSULATED (C -.231 W/ GALV, STEEL HELIX &FIRE z � o TYPE IS, & :R'.AIR DEVICE ARE'fO BE FLUSH FACE CEILING RETARDANT VAPOR JACKET, TYPE '5M" AS MANUFACTURED BY 'FLEXMASTER", DEVICES, PERFORFl TED' WITH ADJUSTABLE PATTERN CONTROLLER, LrL� BRANCH DUCTS TAKEOFFS SHALL HAVE SPIN COLLAR FITTINGS WITH INTEGRAL DAMPER, OFFICE 11 1 4-wAY $Law UNLESS NfJTED O rHERWISE BY ARROws, DEVICES (f� 6r CU BASED ON TITUS. L� r 14, INSULATE BACKS OF AIR DISTRIBUTION DEVICES WITH INSULATED BLANKET 109 R-1 X CD WITH A "C" VALUE OF ,23 AND SHALL HAVE AVAPOR--PROOF OUTER JACKET. � RR -2 AIR DEVICE Sc�lEbuLF 15. DAMPERS: ALL PROJECT DAMPERS ARE TO BE FACTORY FABRICATED. c� c� MARK MATERIAL FINISH ACCESSORIES MODEL # REMARKS DAMPER HANDLES SHALL HAVE LOCKING QUADRANT FEATURE & STANDOFF (WHEN S-1 SALES S-1 ALUMINUM OFF WHITE D-75 PAS -AA 24' X'24' MODULE INSTALLED ON INSULATED DUCT), CONTRACTOR SHALL PROVIDE ANY ADDITIONAL 115 CFM S-2 ALUM. a/W D-75 PAs -AA 12' X 12' MODULE DAMPERS (ABOVE & BEYOND THOSE SHOWN ON PLAN) REQUIRED FOR PROPER O R-1 ALUMINUM OFF WHIrE - PAR -AA 124 x 12' MOD, W/ a b BALANCE OF SYSTEMS, 6 SQ, N K 20' X 20' MOD. R-2 ALUM, 0/W - PAR -AA PROVIDE BACKDRAFT DAMPERS FOR ALL EXHAUST AIR SYSTEMS. 18` SQ, N'K FR -1 ALUM, 16. CONTRACTOR BY ACCEPTANCE OF CONTRACT AGREES TO PROVIDE A O/W - 50-77 24' X R4` W/ , NOM, -22' SO, �NK. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP, MATERIALS AND EQUIPMENT FOR 10" '' -' ---- 10q A PERIOD OF ONE YEAR FROM DATE OF SYSTEM ACCEPTANCE,. GUARANTEE INCLUDES ELIMINATION OF ANY OBJECTIONAL NOISE OR VIBRATION, OFFICE SYMBOL LEGEND VOLUME DAMPER (V,DJ FLEXIBLE 'CONNECTION SUPPLY DIFFUSER RETURN DEVICE FLEXIBLE DUCT S-1 x O 3 WAY �, S-1 G" 280 CFM 3 WAY 280 CFM �J 6 X 6 F.C.'R-1 130 CFM R1 tio� ti NLP M�CHANICAL, PLAN.. -7777777 ti , HVAC PLAN PLUMBING RISER DIAGRAM = DESIGNED B,Y: ` DRAWN BY: CHECKED BY: SCALE: :q UNCERTAINTY WERE DISCOVERED, BIDDER SHALL REQUEST CARIFICATION FROM THE ARCH,/ENGR THE A/E WILL ISSUE WRITTEN CLARIFICATION BY ADDENDUM TO AIR HANDLING UNIT D E TA I L ALL BIDDERS PRIOR TO BID DATE. ALL REQUESTS FOR CLARIFICATION SHALL BE :. SUBMITTED TO THE A/E A MINIMUM OF 5 DAYS PRIOR TO BID DAME TO ALLOW TIME NOT TO SCALE FOR r. FOR ISUING A REOROOM SPONSEREQUESTED ITEMS TO BE CLARIFIED, AND TO ALLOW TIME STOCK 10 2 APF /AL LATER CLAIMS FOR LABOR, EQUIPMENTS OR MATERIALS REQUIRED, OR FOR S-1 --�� 225 CFM (� 12 x 12 DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN DATE r SEAL FITTING •� EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 14" � W/ 3M SEALANT, ALL FEES AND PERMITS NECESSARY TO COMPLETE INSTALLATION SHALL • BE FIBERBOARD: DUCT INCLUDED IN CONTRACTOR'S BID, SPIN -IN FITTING W/LOCKING QUADRANT 8" x DAMPER & 45' AIR EXIRACTOR; 4. CONTRACTOR SHALL 'PERFORM MANUFACTURER, REQUIRED START-UP — FR -1 6X6 PROCEDURES AND SHALL SUBMIT A REPORT TO ARCHITECT; REPORT SHALL HAVE 0 INSULATED ROUND zr 2 FLEXIBLE DUCT SIGNATURE VERIFICATION THAT UNIT PERFORMANCE IS SATISFACTORY, START UP R-1 DATE FOR COMMENCEMENT OF WARRANTY SHALL BE NOTED IN REPORT. _ (MAX. 8'-0• LONG) ` t S 5: CONTRACTOR SHALL BALANCE ALL AIR SYSTEMS IN -THEIR ENTIRETY AND IN 1-I-,- RELATIONSHIP i -,- RELA f IONSHIP TO EACNOTHER AT THE COMPLETION OF T� z WORK IN ACCORDANCE SAFETY , PAN-- 1 ,--f U . I I FR -1 R-1 ROUND METAL DUCT 1 1/2' INSUL. W/ VAPOR WITH AIR QUANTITIES INDICATED ON DRAWINGS. I �� 1 (EXrERNAL INSULATION) BARRIER FROM NECK BALANCING SHALL ALSO INCLUDE RECORDING FAN RPMS (SUPPLY & EXHAUST), i j OFFICE Tu CEILING SEALED I �_j TO DUCT INSUL: SYSTEM RETURN AND SUPPLY STATIC PRESSURES.10L _,_ ____ — t ALL FAN DRIVES SHALL BE ADJUSTED TO DELIVER THE SPECIFIED CFM AGAINST THE ACTUAL SYSTEM STATIC PRESSURES. CONTRACTOR SHALL MAKE ANY 2 -WAY 1 0 - ADJUSTMENTS TO SPEED CONTROLLERS, CHANGES IN PULLEYS, BELTS OR ADD ANY �, 270 CFM (3 F C J `'�__,� NECESSARY DAMPERS FOR CORRECT BALANCE AS PART OF THE ORIGINAL JOB OILING DIFFUSER CEILING c COST, ANY PROBLEMS SHOULD BE BROUGHT TO ENGINEER'S ATTENTION, 6° � c AT COMPLETION OF BALANCING, CONTRACTOR SHALL PROVIDE ENGINEER a 1 2-WACEILING DIFF"USER RUNOU� DETAIL WITH A MARKED UP DRAWING NOTING AIR QUANTITIES & THEIR LOCATIONS,155 CF6. ALL DUCT SIZES SHOWN ON DRA�JINGS ARE CLEAR INSIDE DIMENSIONS. N NOT TO SCALE L" 16X14 cw 7, CONTRACTOR SHALL 'NOT INSTALL ANY EQUIPMENT AND DUCTWORK PRIOR MEN «' TO VERIFICATION OF ROUTING ,AVAILABLE SPACE AND COORDINATION WITH ALL � - TRADES AND EQUIPMENT SUPPLIERS, i --{ 61 1 0 loo . AIR HANDLING UNIT SCORED CFM ULE AIR COOLED CONDENSING UNIT SCHEDULE 8, CONTRACTOR SHALL PROVIDE ALL ITEMS FOR PROPER AND SAFE SUPPORT 10° � S-1 RR_1 MARK AEIU-1 MARK CU -1 OF MATERIALS AND EQUIPMENT. -WAY MANUF. TRANE MANUF, TRANE 0 CFM MODEL # TWE090A MODEL # TTP090A 9, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH S-1 ELEC, 208/3/60 310 CFM MCA 43 TOTAL COOL'G CAP 91 MBH MANUFACTURER'S RECOMMENDATIONS, o FUSE/BRK'R 45 SENS. caaL'G 2s.6 MBH WOMEN X NOM. CFM 3040 SAPdFORD 10, PROVIDE OWNER: WITH A SET OF INSTRUCTION/MAINTENANCE MANUALS FOR RETAIL STORE Q OUT, AIR CFM 320 ELEC, 208/3/60 SF -MI COLIN& 1 V 5 FAN MOTOR 1 2 1/4 HP MCA 36.7 ALL EQUIPMENT INSTALLED, 1 01 6' fi V FLA/LRA 1,7/3,6 MAX. FUSE/BRK'R 60 AMPS DATE: D ® 100 ELEC. HEAT STRIP 11.25 kW EER 8.9 11. FURNISH .5 SETS OF SHOP DRAWINGS AND EQUIPMENT CUT SHEETS TO A/E S-1 CFM VOLT 11,25 k6005- - FOR REVIEW AND APPROVAL OF THE FOLLOWING PRODUCTS PRIOR TO co 3 -WAY RR -1 ORDERING/INSTALLING EQUIPMENT, D 80 CFM NOTES a) HVAC EQUIPMENT 1) PROVIDE AUXILIARY DRAIN PAN WITH FLOAT SWITCH FOR FAN SHUTDOWN. T_ d) AIR DEVICES 2) PROVIDE MANUFACTURER RECOMMENDED 2 -STAGE HT'G/COOL'G JANITOR x THERMOSTAT WITH AUTO, CHANGEOVER AND DUAL SETPOINTS. c) VOLUME AND BACKDRAFT DAMPERS 3) RUN FULL SIZE CONDENSATE DRAIN TO DRY W � 1 d) FLEX. DUCT AND FITTINGS 10" �( " ELL e) FANS AND ACCESSORIES o �'06 4) PROVIDE AH. UNIT W/ SINGLE POINT ELEC, CONNECTION, Z W 00 I I 6' 100 5) INTERLOCK AHU WITH EXHAUST FANS. f` n 12, REFRIGERANT PIPING SHALL BE TYPE'L" HARD DRAWN COPPER WITH hI S-1 CFM S=l 3 -WAY RR -1 U SOLDERED WROUGHT COPPER FITTINGS. ALL ELLS SHALL HAVE LONG RADIUS 310 CFM EWH 40 CFM FAN SCHEDULES cr. SWEEP. PIPE SIZES AS RECOMMENDED BY MANUFACTURER INSULATE SUCTION MARK EF -1 EF -2 00 PIPING WITH 1/2' ARMSTRONG ARMAFLEX AP 25/50, AFTER .CLEANING PIPE APPLY R-1 SERVICE TOILE r WAREHOUSE . J ARMSTRONG 520 ADHESIVE AND TAPE JOINTS WITH 3M VAPOR BARRIER TAPE. 0 MANUF. cREENHECK GREENHECK (� z �- OUTSIDE INSULATION SHALL BE FINISHED WITH 2 COATS OF ARMSTRONG 6 X MODEL # SQ -75-G SPF NOTE WEATHERPROOF PLASTIC COATING. R_1 OFFICE (` 24(BELT DRIVE) S n U IC Q TYPE IN-LINE WALL -MOUNTED 1) INTERLOCK EF -1 WITH LIGHT q 13. SUPPLY AND RETURN AIR DUCTWORK: PROVIDE FIBERGLASS DUCTBOARD CFM 300 4739 SWITCH AT TOILET, -1 10" 10 7 Q J COMPLYING WITH U.L. 181 FOR CLASS 1 DUCT WHERE SHOWN ON PLAN, DUCTBOARD S.P. .25 ,25 2) PROVIDE SPEED CONTROL 0 TO BE A MIN. OF 1 1/2' THICK WITH AH "R" VALUE OF 6.5 p PROVIDE TURNING VANES IN SUPPLY AIR DUCT WITH SQUARE ELBOWS EQUAL 6„ �� S-1 TIP 1/30 .75 ABOVE CEILING,. TO OR GREATER THAN 12' X 12' IN CROSS SECTIONAL AREA, VANES SHALL BE S_1 3 -WAY, ELEC, 110 120/60/1 3) PROVIDE VIBRATION ISOLATOR, c FACTORY FABRICATED PER SMACNA STANDARDS, 3 WAY 120 CFM EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL. 6 x 6 270 CFM LEGENDS z FLEXIBLE DUCT SHALL BE INSTALLED WHERE SHOWN ON PLANS AND SHALL RR -2 S -SUPPLY DIFFUSER R -RETURN DEVICE Z NOT REST ON CEILING AND SHALL BE FREE FROM KINKS AND SHARP BENDS, DUCT R-1 FR_SIFEWALL REGISTER D-75 UPPOSED' BLADE DAMPER 1 FILTER RETURN (PROVIDE 1' FIBERGLASS FILTER) SHALL BE U.L, LISfED CLASS 1 INSULATED (C -.231 W/ GALV, STEEL HELIX &FIRE z � o TYPE IS, & :R'.AIR DEVICE ARE'fO BE FLUSH FACE CEILING RETARDANT VAPOR JACKET, TYPE '5M" AS MANUFACTURED BY 'FLEXMASTER", DEVICES, PERFORFl TED' WITH ADJUSTABLE PATTERN CONTROLLER, LrL� BRANCH DUCTS TAKEOFFS SHALL HAVE SPIN COLLAR FITTINGS WITH INTEGRAL DAMPER, OFFICE 11 1 4-wAY $Law UNLESS NfJTED O rHERWISE BY ARROws, DEVICES (f� 6r CU BASED ON TITUS. L� r 14, INSULATE BACKS OF AIR DISTRIBUTION DEVICES WITH INSULATED BLANKET 109 R-1 X CD WITH A "C" VALUE OF ,23 AND SHALL HAVE AVAPOR--PROOF OUTER JACKET. � RR -2 AIR DEVICE Sc�lEbuLF 15. DAMPERS: ALL PROJECT DAMPERS ARE TO BE FACTORY FABRICATED. c� c� MARK MATERIAL FINISH ACCESSORIES MODEL # REMARKS DAMPER HANDLES SHALL HAVE LOCKING QUADRANT FEATURE & STANDOFF (WHEN S-1 SALES S-1 ALUMINUM OFF WHITE D-75 PAS -AA 24' X'24' MODULE INSTALLED ON INSULATED DUCT), CONTRACTOR SHALL PROVIDE ANY ADDITIONAL 115 CFM S-2 ALUM. a/W D-75 PAs -AA 12' X 12' MODULE DAMPERS (ABOVE & BEYOND THOSE SHOWN ON PLAN) REQUIRED FOR PROPER O R-1 ALUMINUM OFF WHIrE - PAR -AA 124 x 12' MOD, W/ a b BALANCE OF SYSTEMS, 6 SQ, N K 20' X 20' MOD. R-2 ALUM, 0/W - PAR -AA PROVIDE BACKDRAFT DAMPERS FOR ALL EXHAUST AIR SYSTEMS. 18` SQ, N'K FR -1 ALUM, 16. CONTRACTOR BY ACCEPTANCE OF CONTRACT AGREES TO PROVIDE A O/W - 50-77 24' X R4` W/ , NOM, -22' SO, �NK. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP, MATERIALS AND EQUIPMENT FOR 10" '' -' ---- 10q A PERIOD OF ONE YEAR FROM DATE OF SYSTEM ACCEPTANCE,. GUARANTEE INCLUDES ELIMINATION OF ANY OBJECTIONAL NOISE OR VIBRATION, OFFICE SYMBOL LEGEND VOLUME DAMPER (V,DJ FLEXIBLE 'CONNECTION SUPPLY DIFFUSER RETURN DEVICE FLEXIBLE DUCT S-1 x O 3 WAY �, S-1 G" 280 CFM 3 WAY 280 CFM �J 6 X 6 F.C.'R-1 130 CFM R1 tio� ti NLP M�CHANICAL, PLAN.. -7777777 ti , HVAC PLAN PLUMBING RISER DIAGRAM = DESIGNED B,Y: ` DRAWN BY: CHECKED BY: SCALE: JOB NUMBER`` ' 972 , A-29,31, �3 5CALE : 1/0"- P -0" TIAL %ffCH Vl R1PY 11Jt p��I[� f(A PA`.CIA & ice' & POMP CO. r_ 1 cri GLG(,1 KI(.NL SYNVLA, LCGirNV E— 2 X -t 4-40W. LAMP l AY -1N FLUOR. FIXTUI t rn5AMT. VOLT AMP5 A5 AVOV� W/ C3AM1 Y BACK -UI CONNECC p TO UN5W1TCHFD CIRCUIT LTG, �C 2 X . 2-40W LAMP LAY -IN F IXTLK `nl n W2PCE55Fn IOOW, WAT>✓Pf1ZOOF INCAND. FIXTUI� LOPt� VOLT AMPS 250W. INCANIR FLOOD LIGHTING FIXM #1 z C ADJU5TAIAL�, OILING MOUNTED) W/ MM I—` O� 6'-O" 5U5PENDED FLUOWZ. FIXTUT-- W/ 4-90W. 20 LAMP5 lffiftwm.ol 5AW A5 AOOV� W/ PA-rfM BACK -LP f CONNECTED TO UN5WITCI-D CIWZCUIT LTG, Cl G I75W, WALL MTD. M.N. FIXm F -I H 400W, WALL MTD. M,H. FIYM �r PHONE JACK W/ COVEk PLATE, 9TLL3 CONDUIT REPRODUCED; ABOVE CLG. W/ PULL STRING ® EXIT 516N/ 1,16K ® EXNALI51- FAN, 200VA, 12OV. 1200 5WITCH 2OA., 12OV, 4.4" A.F.F. =& MCEPTACLE, 20A 6PNG., 18" AP.F. LA LIGHTING AI M5TOZ, CONNECT W/ # IO VOW NOTT: ALL UGHC FIXTLIK'.E Mol VI -5 At TO m 51-0MITTED TO THE OWNNZ FOZ APPWZOVAL. 0 5MIa CALL L A110N5: LIGHTING W cE KACLE5 PATl'IPOOM EX. FAN5 2 a 150VA WAIZEHOU5E EX. FAN PUIWING 516N ALLOWANCE X 1.25 ELECTVIC WATEWZ WArEk MEAT OiZ A/ C MAX, a 206 V 3/ O ; 360 - 142,6 AMP5 + 25/ LM61G 5T 3,5 AMP5 m0rop MIN. CIPGUW5 40 225 AMP5 LOAD CENTMZ d,"rarr � 0 VEWY romk CO ` 4 #?5/ O THIN CU 2"C SHUNT VIP TO P3 PWZOVIDED ONLY IF WOW? DATE: 5EIZbIGE 120/ 208 PY LOCAL CODE5, ELECTWZICAL CON". TO \9rIFY 05-05-98 VOLT-FALLT LE55 VIP Tl IEW2E WZEQUIwwNT. Tl IAN 6000 AMP5 I / 2"c y/ P� y AAS 1, ALL WOY. 51-WLL M DONE IN ACCOZDANCE W% THE O MQU'T5 OF TIS Fal -OWING, WTHEWZ SHOWN OZ NOt: 011 0-) A. APPWCMr3 155(f OF THE NATIONAL ELEC. CODE # P. APMICK-3LX 155Lr OF Tlf GUILD ING CODE �J � K) CU GtZOLJND TO LA C. WZL11E5 & ITG. OF AIMMIV1 5 HAVING JWIWICTION zQ oo 20' C3PV21; COPPER ENCAIXP #3/ O THEiN CU ° IN CONCWTE FOUNDATION V IZl.L�5 AND PEGI.LA- lON5, # 4 CU CRNP., 2 1/ 2 C TWO 5/ 8` ` X 20' COPPEWZ CLAM LL - 2, COO2DINAM & VERIFY ALL WM & CONDUIT GtZOUND fZO C3L G STEEL 2, I'M ALL EQUT, PPIGR TO IN5TALLATION, Z 5- &METAL COLDW WAT�IZ PII �. Q 4. µ 0 VERIFY WITH POWER CO; AVALPML FA1,LT LE55 THAN 10,000 AMP5 Pt WEIZ 050Z nlA6;?4W v o Pte° W n 200 w ;(iWf Tmp PANEL A MINIMUM LL I?ATIN6 Of 10,000 A.I,C. 5YMWMICAL AT 120 VOLT5 120/ 208 VOLT5 �5 Mikcf 4 WW 200 AM' MAIN CKf Ml: I� VOLT AMP5 412 2 4t12#12 2g M5GFIf TION A C3 C D- LOPt� VOLT AMPS z #1 z I SCRII'TION 1 1 20 1200 THE DESIGN SHOWN, ARE THE PROP,ERIY OF mCEi'TACLE5 s 2 1 20 1200 REPRODUCED; MaPVCLE5 3 I 20 1200 COPIED, PUBLISHED, OR USED IN WHOLE' Oft .PART, WITHOUT 0 + 1 20 1200 WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND 5 1 20 1000 10 10 PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 0 6 1 20 1200 7 1 20 1000 10 10 • 8 I 20 1200 9 1 60 1600 IO 10 EXN.-PAN o 10 1 20 1200 « I1 1 20 1200 10 10 me rl'TACLl 5 • 12 1 20 1600 Fall 516N I� 1 20 1600 10 101 WHSE LICK5 o I q 1 20 1000 15 1 20 1600 10 10 o 16 1 20 1600 17 1 20 1500 10 10 OLW51M LIGHt5 ° 18 1 20 900 19 1 20 1500 10 IO o 20 1 20 800 21 1 20 350 Ewl?6. LIGNt5 ° 22 1 20 750 LICK5 2?� - ;fi000 6 - AHU IL25 KW ° 2-1 1 20 700 OUT5im LIGItf5 25 -4000 10 1/ 4 H.P. ° 26 1 20 1200 wCEI'TALI-E5 , 27 - 455 4000 6 _ s 26 1 20 1200 wal'TPG1 �5N 29 8 CU ° 30 1 20 1200 _ ICEf'(ACLES 31 - - S ° 52 I �O 2000 10 10 ELECT, W, K, 1 60 8 ' �4 1 20 1600 rA5CIA WCK5 5 I 20 5l'AF?!: ° �6 1 20 1600 ;w GIA LIGHTS �57 1 20 51'A�E • 38 I 20 1600 xf FA5CIA L.W5 ?59o, 'i0 1 20 •x,>� 41 o 42 4 1 TCifALS 25,7506:„ w ,:, � 950 y/ Z8. THIS DRAWING. AND THE DESIGN SHOWN, ARE THE PROP,ERIY OF SPRING ENGINEERING, INC. AND ARE NO.[ TO BE REPRODUCED; COPIED, PUBLISHED, OR USED IN WHOLE' Oft .PART, WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND 1 °»F•, 1.. PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, l + ' . t ll y 7 e �c zr: