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HomeMy WebLinkAbout530 Palmetto Ave 17-2836 Plans new constructionSHEET N0. ISSUE DATE REV. N0. REV. DATE SHEET NAME COV-1 12/09/16 - - COVER SHEET V-1-SV-3 12/09/16 BOUNDARY & TOPO. SURVEY SYM-1 12/09/16 SYMBOLS AND ABBREVIATIONS NT-1 12/09/16 GENERAL NOTES EC-1 12/09/16 1 04/27/17 EXISTING CONDITIONS DEMO PLAN ST-1 12/09/16 2 04/27/17 SITE PLAN UT-1 12/09/16 2 05/01/17 UTILITY PLAN DR-1 12/09/16 3 05/01/17 DRAINAGE PLAN GR-1 12/09f16 1 03/03/17 GRADING PLAN SWPPP-1 12/09/16 1 03/03/17 SWPPP PLAN DT-1 - 4 12/09f16 2 05/01%17 CONSTRUCTION DETAILS CD-1 - 2 12/09/16 CITY OF SANFORD DETAILS LA1 12/09/16 LANDSCAPE PLAN LA2 12/09/16 L.S. IRRIGATION PLAN & DETAILS LA3 12/09/16 L.S. PLANTING DETAILS &SCHEDULE LA4 12/09/16 L.S. &SITE LIGHTING PLAN & DETAILS i F I I VML W M. 001YN ;M Off, 11 j*...j �►JUQ lot CIVIL NGINEERS LEGAL DESCRIPTION: Lots 2 and 3, SANFORD RIVERFRONT PROJECT, as recorded in Plat Book 14. 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Gb 3;: ;,Ea y �'�+'�i�\�'�''�. \��r�k sT `��\�`�rFT/ y) �SGLJviyU �r C\:h✓�` ie\i\\�..`\>z ,5\ ;� �\7> `.�,°�+ea\)xa'sr„�,; rg },k �� z ��;�'"ap`�y\.��ss•\x�.,�?,�_ \ti ,. -_v<,� ��`��"S(�e4`J<� :,.�b. �? t 'i �')s}'°k�7z1�w.� \ i \ - z< a, '�ti \ �'�i - r �✓��'St^'c\ >� C \^ C \\.1"i,4 C\\' G�"C��r a�ia� 2Zq+\\ �\ \ t•`'4z'\t � :� \ s \y - .z" � �o✓°jv�s�j�%r>f\Y lr r�, ��1"<S'\,a�)r,1/ r'v a;�•cO '!/s n ♦ , �:.. f < , t<� YY �' Lxi. aR` ��` T �sL1JL �� � G G .g�. \ '\ \ -.: tit >41 .; �t S � 113T� t4 �ki'�i✓. \ G��T4 - S 'AY 4�itA W'� \ GJ .✓\. <t� Y ; �t �,.A � 7� ,, \ * 7'R +�i>�l'74 . Y ,4 >s �[%� i� q �' f r J Niar>� Vf c E L "I MJ a a � un W a z � LEGAL DESCRIPTION: Lots 2 and 3, SANFORD RIVERFRONT PROJECT, as recorded in Plat Book 14. Page 88 of the Public Records of Seminole County, Florida. l LEGEND: --a--- Denotes chain link fence R/w Denotes right—of—way Denotes wall Denotes sign �g( Denotes fire hydrant ® Denotes traffic signal / control box wv M Denotes water valve qu Denotes concrete power pole fE Denotes meter box `.) Denotes wood power pole G Denotes well ° Denotes guy pole +` Denotes dirt road Denotes overhead power Denotes concrete E----- Denotes guy wire Denotes edge of pavement with concrete curb M Denotes electric box and / riser Denotes edgy of pavement arc Denotes light pole ® Denotes sanitary manhole Denotes gas meter ® Denotes storm manhole Denotes gas valve Denotes underground drainage pipes Denotes telephone/cable riser 0 Denotes catch basin ® Denotes mail box Chi Denotes mitered end section 4 Denotes ground lighting Denotes centerline RCP Denotes reinforced concrete pipe Denotes set 1/2" iron rod & cap LB #6723 C+P Denotes corrugated metal pipe pQ Denotes irrigation control valve pd Denotes water valve Denotes sewer clean out H Denotes hose bibb @fp d Denotes backflow preventer -�---- w Denotes under round water line 9 Rw— Denotes underground reclaimed water line TV Denotes underground television line T Denotes underground telephone line FM Denotes underground force mainline E Denotes underground electric line @ Denotes sanitary clean out Rvc Denotes polyvinyl chloride pipe NOTES Bearings `shown hereon are assumed and based on the North line of Lot 2, Sanford Riverfront Project, as recorded in Plat Book 14, Page 88 of the Public Records of Seminole County, Florida, as being South 69'16'45" East, per plat. Legal descriptions shown hereon were provided by the client. There may be easements and restrictions of record and/or private agreements not furnished to this surveyor or shown on this boundary survey that may affect property rights and/or land use rights of the subject property. This Survey was performed without the benefit of a Title Commitment. There may be environmental issues and/or other matters regulated by various Departments of Federal, State or Local Governments affecting the subject property not shown on this survey. Subject property shown hereon is in Zone AE according to Flood Insurance Rate Map number 12117C0060 F, map date September 28. 2007. This Survey was performed for the sale and exclusive benefit of the entities listed hereon and shall not be relied upon by any other entity or individual whomsoever. This Survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. Underground utilities and improvements were not located, unless shown hereon. Utilities as shown hereon were located in the field by George F. Young. Inc. and field located by Allen & Company. Elevations as shown hereon are in U.S. Feet, and based on Seminole County Benchmark located in Fort Mellon park, having a published elevation of 6.600', North American Vertical Datum of 1988. Last date of field survey. May 16, 2016 w COC a► -J • �.. 0 Ld i LAJ Cr 1 C4 >N l i-' M N n [q M Lai z V C� M z z c�Y U J is Ld Ld o LL- DATE: MAY 27, 2016 SCALE. i INCH - 40 FEET CALC BY: MELD BY: J. SIEEIE DRAWN BY., ECT r.HFCKFn RY- JLR m STORU MANHOLE DHf1 (MAe.58R�'ED SANITARY) ,INV. 4.07 15" RCP NE. IfiV 4.27" 8" CLAY PIPE SE (tdV. 3.99' 8" CLAY PIPE STOpM. MANHOLE DH#2 C INJ.001 . 3.46 ' 15! RCP W. INV. 3.36 15 RCP SANITARY MANHOLE S#1 TOP P.38 E. INV. 6z 8" CLAY PIPE PIPE W. IN SANITARY MANHOLE S#2 TOP P.69 I- INV. 5.45' S" CLAY PIPE SW, INV. 5.51' 8' CLAY PIPE BETWEEN SJ2 AND T'HE MAY BE ANOTHER MANHOLE HEE' NOT FOUND, PIPE CHANGES SIZE BEtWF•Clkl THESE 2 MANHOLES. SANITARY MANHOLE S#3 TOP 9.03' N. i -IV.$6.35'8" CLAY 8' CLAYPIPE PIPE SE, F SW. IfIV. 6.52' 4" METAL. PIPE SANI 8.48Y MANHOLE S#4 TOPE. 14V• 3.75' W CLAY PIPE W. pIV. 3.80' 8' CLAY PIPE SANITARY MANHOLE $ki TOP 7.46 N. INV. 2.55' 10" STEEL PIPE ji. InV. 2.63' r CLAY PIPE SW. INV, 2.68' 8" CLAY PIPE W. INV. 2.67' 8' CLAY PIPE NW, INV. 3.82' 6" PVC PIPE CATCH BASIN CB#1 TOP 7.35 SE, INV. 5.85' 12" CMP CATf, BASIN CB#2 TOF 7.76' SE, INV. 5.48' 15" PVC CATS BASIN CB#3 Top 7.76 NW. INV. 4.99' 15' PVC NE. INV. 5.09' 15' PVC SE, INV. 5.96' 8" PVC FOUND NAIL do DISH WITNESS CORNEF 3. 3 rn IL 00 ®R® JOB # 2016D141 DATE: MAY 27. 2016 SCALE: 1 INCH - 40 FEET CALC BY:-- GAT FIELD BY: J. STEELE DRAWN BY: EGT -- CHECKED BY: SLR STORM MANHOLE DH#I (MARKED SANITARY) TOP 8.58, W. INV. 4,07' 15" RCP NE, INV. 4.27' 8" CLAY PIPE SE. INV. 3,99' 8" CLAY PIPE STORM MANHOLE OH#2 TOP 8.00, E. INV. 3,44' 15" RCP W. INV. 3.36' 15' RCP SANITARY MANHOLE S#I TOP 8.38' E. INV. 4.47' 8" CLAY PIPE W, INV. 4,62' 8' CLAY PIPE SANITARY MANHOLE S#2 TOP 8.69, E. INV. 5.45' 8" CLAY PIPE SW. INV. 5.51' B" CLAY PIPE NOTE BETWEEN S#2 AND S#3 THERE MAY BE ANOTHER MANHOLE NOT FOUND, PIPE CHANGES SIZE BETWEEN THESE 2 MANHOLES. SANITARY MANHOLE S#3 TOP 9.03' 'N. INV. 6.26' 6" CLAY PIPE SE. INV. 6.35' 6" CLAY PIPE SW. INV. 6.52' 4" METAL PIPE SANITARY MANHOLE S#4 TOP 8.48' E. INV. 3.75' 8" CLAY PIPE W, INV. 3.80' 8" CLAY PIPE SANITARY MANHOLE So TOP 7.46' N. INV. 2.65' 10" STEEL PIPE SE. INV. 2.63' 8" CLAY PIPE SW. INV. 2.68' 8" CLAY PIPE W. INV. 2.67' 6' CLAY PIPE NW. INV. 3.82' 8' PVC PIPE CATCH BASIN CS#1 TOP 7.35' SE. INV. 5.85' 12" CM CATCH BASIN C812 TOP 7.76' SE. INV. 5.46' 15' PVC CATCH BASIN C6#3 TOP 7.76' NW. INV. 4.99' 15" PVC NE. INV. 5.09' 15" PVC SE. INV, 5.96' 8" PVC FOUND NAIL do DISH WITNESS CORNEF .s al Jag # 20160141 DATE: MAY 27. 2016 SCALE: 1 INCH — 40 FEET CALL BY: P? ---� FIELD SY: _ J. STEELE noAutt.i ❑V. MT ABBREVIATIONS EXISTING SYMBOLS S SYMBOLS A F P LINES VINES STORM DRAIN A AREA F&C FRAME AND COVER PC POINT OF CURVATURE AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE 100 LINEAR FEET STORM PIPE ABD ABANDONED) FDN FOUNDATION PEP POLYETHYLENE PIPE ♦ / / l l / Z /Z/ / /' / , 100 LE STS 24 H DPE 0 0.20% „ AC ACRE(S) FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT CENTER LINE BUILDING LINE _ 24 HIGH DENSITY AC -FT ACRE FOOT/FEET OF TRANSPORTATION Pi POINT OF INTERSECTION BOUNDARY _ POLYETHELENE PIPE 0 0.20% ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR P/L PROPERTY UNE ADDL ADDITIONAL FG FINISHED GRADE POB POINT OF BEGINNING - CONTOURS ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT """ "" » ` ' ;' -" _____-81 - WIRE FENCE ..ga___CONSERVATION UNDERDRAIN 8" PVC PIPE AL ALUMINUM F&i FURNISH AND INSTALL PP POWER POLE ...... �- •� �. __ :� �• �+ ...r '"' SETBACK ALT ALTERNATE FIG FIGURE PR PHONE RISER 'Yw.».w»»wwww.A.rr»..w».w.0 Sw.................�.....w•.w..-r. 1..........»..». AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE _._..." • .,.w,w»_.. ....,w.., .....__...._....._.._. R .••...... CHAIN LINK FENCE it I; jl I RAILROAD TRACKS ~'—"` "�— ---"'--- DRAINAGE FLOW DIRECTION AMP AMPERE(S) FIT FITTING PRESS PRESSURE ------w»- c. ------ —---- CENTER LINE APPROX APPROXIMATE FL FENCE LINE PROD PROJECT ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE .....-"•"•""". %ice' ' """"•""" WOOD FENCE GA CHAIN LINK FENCEOda FDOT INLET TYPE 1 ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT ®- —�-- a Q -""' ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH AVE AVENUE FND FOUND PT POINT OF TANGENCY .� UNDERGROUND »... - - --- FDOT INLET TYPE 2AVG AVERAGE FPH FEET PER HOUR PVC POLYVINYL CHLORIDE GUARDRAIL .•............................ Jt:..................................•.... - ......................_w- ELECTRIC CONTOUR AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT '.,` ..»..'.�'-.»''� -. w.,_ FPS FEET PER SECOND PWR POWER 80 B FT FEET/FOOT EXISTING PLATS - ---- ° -µ UNDERGROUND FDOT INLET TYPE 3 I, r _,..,.._...».rh�.._.�..., ._.......,... -- EASEMENT UP BACKFLOW PREVENTER FTG FOOTING .-.... BL BASELINE n Q FLOW RATE TELEPHONE BLDG BUILDING V BLVD BOULEVARD GA GAUGE R x::z:;::ar t::r. r :� z: x-x..::u:::z :x..r..:.z:z:x::: RETAINING WALL OVERHEAD FDOT INLET TYPE 4 BM BENCH MARK GAL GALLON R RADIUS .. _, w •• w.-•-- - »;..• »•- w.- .._ »ww.,•w.w,.. BND BOUNDARY GALV GALVANIZED RCP REINFORCED CONCRETE PIPE ELECTRIC x x x FENCE 80 BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH R/W SOC BACK OF CURB GPD GALLONS PER DAY RD ROAD -- RIGHT-OF-WAY LINE _-»,-.., .,, ....... ____. _,:::; ._.... ». _.,.......,._,...»..�,w,•_..• OVERHEAD FDOT INLET TYPE 5 SOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY TELEPHONE BRG BEARING GPM GALLONS PER MINUTE RED REDUCER _ A GUARDRAIL BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE BV BUTTERFLY VALVE OR GUARD RAIL RE1NF REINFORCE(D) » �"".... d-"SHORELINE _ .__,_.._-.... _.. ...�._ ��_ •...»» , w UNDERGROUND FDOT INLET TYPE 6 GRD GROUND/GRADE READ REQUIRED LOT LINE GSP GALVANIZED STEEL PIPE REV REVISE/REVISION CABLE TELEVISION C GV GATE VALVE RPM REVOLU11ONS PER MINUTE '' ~ » .- . SWALE CAP CAPACITY GV&B GATE VALVE AND BOX RR RAILROAD - EASEMENT P L PROPERTY LINE MANHOLE CB CATCH BASIN GW GUY WIRE RT RIGHT CC CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE CEM CEMENT R/W RIGHT-OF-WAY SANITARY RETAINING WALL CF CUBIC FEET H RWM REUSE WATER MAIN l� cFM CUBIC FEET PER MINUTE HB HOSE BEBB S MITERED END SECTION CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE C&G CURB AND GUTTER HDW HARDWARE S SOUTH SLOPE DIRECTION ARROW CI CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SEWER R/W - - » --�- -} SANITARY SEWER LINE iv.,; ...• ,.• FORCE MAIN 'w"""`""' `""' """ """'�"" "' RIGHT -OF --WAY LINE FOR POND SIDE SLOPE CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK v �� ' I• i dr CJ CONSTRUCTION JOINT HP HORSEPOWER SCH SCHEDULE CA CENTER LINE HR HOUR SD SIDE DRAIN ' 0 CLP CONCRETE LIGHT PALE HT HEIGHT SDN SHELF DRAIN :...• CLEANOUT S?i MANHOLE , ; SPOT ELEVATION •••••••••••••••••••••••••• SETBACK LINE CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS CM CONCRETE MONUMENT HWY HIGHWAY SECT SECTION STORM INLET CMP CORRUGATED METAL PIPE HYD HYDRAULIC SH SHEET WATER & REUSE WATER •---.. SHORELINE CMPA CORRUGATED METAL PIPE ARCH SHGWT SEASONAL HIGH GROUND WATER TABLE CND CONDUIT I Sim SIMILAR CO. COUNTY 1-4 INTERSTATE HIGHWAY SA SETBACK LINE ;-Y1 CO CLEANOUT iA INTERSECTION ANGLE SL SLOPE WATT=R MAIN PVC PIPE t'1 `'� SWALE Ex, ; jr,". ............................. SM SHEET METAL ...j WATER VALVE HIGHWAY & UTILITIES COL COLUMN ID INSIDE DIAMETER SPEC SPECIFICATiON(S) TREE LINE CONIC CONCRETE IN COMP COMPLETE IF INSIDE FACE CONN CONNECTION INL INLETS SO IN SQUARE INCH(ES) ____ ;: R REUSE WATER MAIN SO SQUARE<.�r,� FIRE HYDRANT CONS? CONSTRUCT(ION) INS INSERT SO FT SQUARE FOOT/FEET -----»- .._:�,. .rp� ..--.�-.--..-.-..�,. ,�-f,; CONT CONTINUOUS INST INSTALL SO YD SQUARE YARD(S) COORD COORDINATE(S) IP IRON PIPE SR STATE ROAD •- BOUND CORNER COR CORNER IR IRON ROD SS STAINLESS STEEL BACKFLOW PREVENTOR ir.wD WATER METER /� //�� �T , CPLG COUPLING INT INTERSECT/INT'ERSECTTON ST STREET S AN I TAR .L CPP CONCRETE POWER POLE INV INVERT STA STATION - y .7' CS CONTROL STRUCTURE f STD STANDARD STORM DRAIN `{ CONCRETE CTG COATING J STL STEEL 100 LINEAR FEET r CTR CENTER JB JUNCTION BOX STR STRUCTURE 100 LF SAN 8 PVC 0.40,0% CTV CABLE TELEVISION JCT JUNCTION STS STORM SEWER SANITARY 8" PVC 520 COUNTY ROADS CULV CULVERT JST JOIST SUP SUPPORT _.._,...... ..._....................... ........... ......... PIPE ® 0.40% SLOPE CY CUBIC YARD JT JOINT SUSP SUSPEND/SUSPENSION .. ...... - ... .... ;... -.----- ...................----.....- »..-....,... STORM SEWER FDOT TYPE 1 INLET DETAIL REFERENCE CYL CYLINDER SVC SERVICE .. . '......_" L SW SOUTHWEST CEEANOUT 24 D L LENGTH SWK SIDEWALK DBL DOUBLE LAT LATITUDE SYM SYMBOL(S) DEG OR ' DEGREE LATL LATERAL SYMM SYMMETRICAL 1� MANHOLE -.---.._..._..._ FDOT TYPE 2 INLET DOUBLE SANITARY DEFL DEFLECT(ION) LB POUND SYS SYSTEM`J SERVICE DUMPSTER PAD DEPT DEPARTMENT LF LINEAR FEET/FOOT DET DETAIL LG LONG i'"'�'1 MITERED END c'.'__Ix, FDOT TYPE 3 INLET FF=98.76 FINISHED FLOOR ELEVATION DHWL DESIGN HIGH WATER LEVEL LIM LIMIT(S) T TANGENT f- FORCE MAIN W FHA LOT TYPE FM"'""'""' FM'""'"""` FM PVC PIPE TYPE A I DI DUCTILE IRON LP LIGHT POLE TB IURFBLOCK DIA DIAMETER LONG LONG T&B TOP AND BOTTOM j-14' DIAG DIAGONAL LT LEFT TBM TEMPORARY BENCH MARK I.•.. STORM INLET FDOT TYPE 4 INLET ..... MANHOLE _ DIM DIMENSION LWL LOW WATER LEVEL fiG TIME OF CONCENTRATION 0 GUY POLE DIP DUCTILE IRON PIPE TD TRENCH DRAIN DISCH DISCHARGE M TUH TOTAL DYNAMIC HEAD r ----- FDOT TYPE 5 INLET �v 'fir A rat DIST DISTANCE MAiNT MAINTENANCE TECH TECHNICIAN/T£CHNICAL ; ;' •"."., FDOT TYPE 6 INLET "" WATER Vtr REUSE E 1 I i$ 1 E R r HANDICAP PARKING DMH DROP MANHOLE MATL MATERIAL TEMP TEMPORARY DN DOWN MAX MAXIMUM TL TERMINAL LAMPHOLE DRN DRAIN MECM MECHANICAL TOB TOP OF BANK HIGHWAY Q ,. UTILITIES � T T I T I T I DWG DRAWING ME MITERED END TOC TOP OF CURB [.�v LJ 1J .R E DWY DRIVEWAY MFR MANUFACTURER TOS TOE OF SLOPE 95 INTERSTATE ROADS MOO MILLION GALLONS PER DAY TOT TOTAL WM WM WATER MAIN E MH MANHOLE TS TOP OF SLOPE.T. PVC OR DIP PIIPE ;y r E EAST MHC MANHOLE COVER TWP TOWNSHIP - BENCHMARK GUY POLE BRICK PAVERS r-i 11 1/2' BEND LIGHT POLE EA EACH MHWL MEAN HIGH WATER LEVEL TYP TYPICAL EC EDGE OF CONCRETE MIN MINIMUM J ,.•�.. ED ENERGY DISSIPATOR MISC MISCELLANEOUS U z �►�-{ 22 1 /2' BEND k � EF EACH FACE MJ MECHANICAL JOINT UO UNDERDRAIN RECOVERED 4X4 CM `'' WOOD UTILITY POLE DIRT ROAD -'D—Q— " p-' SIGNS EFF EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND 45' BEND EG EXISTING GRADE MLWL MEAN LOW WATER LEVEL UON UNLESS OTHERWISE NOTED 16 15 EA EASEMENT LINE MON MONUMENT UTC UNDERGROUND TELEPHONE CABLE •- CONCRETE UTILITY POLEr�>, 8 MAPLE TREE ELB ELBOW MPH MILES PER HOUR V �4 SET 4x4 CM 'f`" �{ 90* BEND 21 22 SECTION CORNER ELEC ELECTRIC MSL MEAN SEA LEVEL M ELEV ELEVATION MTG MOUNTING VB VALVE BOX (Ell sT ' " ELLIP ELLIPSE/ELLIPTICAL n 1 VC VERTICAL CURVE C' SET IRON ROD `' ELECTRIC MANHOLE 8 OAK TREE TEE 50 ENC ENCASEMENT I V VCP VITRIFIED CLAY PIPE & STATE ROADS ENG ENGINEERING) NAWTH NORTH VERT VERTICAL " EOP EDGE OF PAVEMENT N NORTH VPC VERTICAL POINT OF CURVETELEPHONE MANHOLE B PINE TREE } CROSS EQ EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION RECOVERED IRON ROD cDcCXzCr)C) SILT FENCE EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY CHECK VALVE EQUIV EQUIVALENT NE NORTHEAST 1Ai [Ml TELEPHONE RISER x 8" PALM TREE ESMT EASEMENT NO NATURAL GROUND YV TRAFFIC FLOW ELECTRIC BOX DOUBLE DETECTOR EST ESTIMATE NIC NOT IN CONTRACT W WEST CONCRETE �•k. PAVEMENT MARKING EW EACH WAY NO OR # NUMBER W/ WITH I-� / j+ 8" MISC. TREE CHECK VALVE EWL ENDWALL NOM NOMINAL WM WATER MAIN TRANSFORMER EXC EXCAVATE/EXCAVATION NTS NOT TO SCALE W/O WITHOUT DOUBLE WATER CQ_.) UTILITY POLE EXIST EXISTING NW NORTHWEST WP WATER - ..r WATER/WEATHER PROOF COUNTY ROADS WELL SERVICE EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE EXT EXTEND/EXTENSION O WS WATER SURFACE �.,_,..,, WSWT WET SEASON WATER TABLE 1 GATE VALVE BLDG OR STRUCTURE Oc ON CENTER WT WEIGHT ; : INTERSTATE ROADS`, MONITORING WELL OD OUTSIDE DIAMETER WV WATER VALVE �� �, FIRE HYDRANT OE OR EQUAL WWF WELDED WIRE FABRIC .. ;.r I Y! DUMPSTER OPNG OPENING WWM WELDED WIRE MESH t 5") ; STATE ROADS TYPE F CURB & GUTTER OPP OPPOSITE Y WA METER QRCP OVAL REINFORCED CONCRETE PIPE f ^ > REDUCER MIAMI CURB OS OUTFACE STRUCTURE YD YARD WOOD ANDOR METALRR CROSSING SIGN OVt1 OVERFLOW YR YEAR ��,p, LIGHT POLE OVHp OVERHEAD MIS C & AND ' ° - RR CROSSING GATE Q BLOVWOFF 0 AT CONCRETE LIGHT POLE 901 CROSS SECTION DETAIL o DELTA •��` r� p�}� BACKFLOW TRAFFIC SIGNAL POLE PREVENTER 24 YARD LIGHT SATELLITE DISH SAMPLE POINT m:...> MISCELLANEOUS SIGN GUY WIREU UNDERDRAIN CEANOUT w------ 16 15 21 22 SECTION CORNER f HANDICAP PARKING RWM RWM RECLAIM WATER MAIN EREUSE WATER SYSTEM DE OF PAVEMENT W/O CURB ;� s.;,,3 SPOT ELEVATION CONNEC110N EDGE OF PAVEMENT DOUBLE REUSE W/CURB WATER SERVICE CIVIL. E, GINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 o h � to U' N a J r H . w � � x F=<o.. L r i� c0 c is z C: is 13: W A JOB # 16015 0 DATE: 11/29/16 SCALE: N . T . S. vt DESIGNED BY: JAS DRAWN BY: JAS z APPROVED BY: OHM i o� a� uz 0 c4 0 sym '" 1 o 1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF SANFORD DETAILS & THE F.D.O.T. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ADOPTED IN 1991 BY THE STATE OF FLORIDA, AND ALL SUPPLEMENTS THERETO, AND THE "ROADWAY TRAFFIC DESIGN STANDARDS", WHICHEVER IS MORE STRINGENT. 2. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT/ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ANY AND ALL NEEDED LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION PURPOSES. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD, AND STOKES INC., PHONE (407) 629-8330, FOR PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS, 11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) AND SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY F.D.O.T. AND CITY OF SANFORD STANDARDS AND SPECIFICATIONS. 12. IT I§ THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS. ALL WORK SHALL BE EXECUTED UNDER THE EoTABLISHED PLAN, F.D.O.T., AND CITY OF SANFORD APPROVED PRCTCEDURES. 13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BE fTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. AS-PUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PRL)JECT ENGINEER UPON PROJECT COMPLETION. 15. CONTRACTOR SHALL COMPLY WITH ALL CITY OF SANFORD REQUIREMENTS FOR INSPECTION AND TESTING. 16. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 17. TOPOGRAPHY PROVIDED BY ALLEN AND COMPANY, 18. SANITARY SEWER SERVICE PROVIDED BY CITY OF SANFORD. 19. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND. 20. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER LOOP SENSORS PULL BOXES, CONDUIT TRAFFIC SIGNALS, AND CABINETS ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER 22. THE CITY OF SANFORD CONTRACTS WITH WASTEPRO FOR SOLID WASTE COLLECTION SERVICES. ALL DEMOLITION DEBRIS SHALL BE REMOVED BY WASTEPRO, RECYCLED MATERIALS MAY BE REMOVED AT THE DEVELOPER'S DISCRETION 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D-3034, SDR 35. 3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER UNLESS OTHERWISE NOTED. 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER UNLESS OTHERWISE NOTED. 5. WHEN MINIMUM SEPARATION CANNOT BE MAINTAINED BETWEEN WATER AND GRAVITY SEWER, THE SEWER SHALL BE UPGRADED TO C-900, DR18 AND PRESSURE TESTED TO 150 PSI. 6. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/ LATERALS AND WATER MAINS/LATERALS, SEE WATER NOTES 3 & 4. 7. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL. 8. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES AND ORDINANCES OF THE WASTEWATER TRANSMISSION AUTHORITY INCLUDING ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 9. MADDEN ENGINEERING, INC. SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (2 FULL WORKING DAYS) PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE (407)629-8330. 10. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION. 11. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF SOIL CEMENT. 12. MINIMUM SLOPE ON ALL 8" SANITARY SEWER GRAVITY MAINS TO BE 0.307.. 13. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN "S" INTO THE CURB. 14. AIR RELEASE VAVES SHALL BE REQUIRED AT ALL HIGH POINTS ALONG THE FORCE MAIN. 15. BLANKET UTILITY EASEMENTS WILL BE RECORDED FOR PROPERTIES USING THIS LIFT STATION. 16. ONSITE WASTEWATER COLLECTION SYSTEM ARE TO BE OWNED AND MAINTAINED BY THE H.O.A.. 1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN ACCORDANCE WITH CITY OF SANFORD STANDARD DETAILS AND LAND DEVELOPMENT CODES. 2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE. 3. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFLICTS WHERE POSSIBLE. 4.(1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM --TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), ES., AND RULE 64E-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL 13E LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE ,THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE, ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS. STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, EA.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. 5. WATER LINES LESS THAN 4" IN DIAMETER SHALL BE PVC PIPE NSF LOGO SUITABLE FOR POTABLE WATER (200 PSI). 6. ALL 4"-12" WATER LINES SHALL BE PVC PIPE AWWA C-900, DR 18, MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM D3139. FROM POS FORWARD AS DESIGNATED BY F.S. 633, PIPE SHALL BE DR-14 AND TESTED AT 200 PSI FOR TWO HOURS. 7. GATE VALVES SHALL CONFORM TO AWWA C-509-87, WITH WRENCH NUT EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON -RISING STEM VALVES WITH 0-RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES, CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 8. THE CONTRACTOR SHALL TAPE 14 GAUGE LOCATOR WIRE TO ALL WATER LINES AT 5' INTERVALS. 9. SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, 1995 EDITION. 10. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-1/4" INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE THAN 5 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY. 11. MADDEN, MOORHEAD, AND STOKES INC. ENGINEERING, INC. SHALL BE NoTInED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING OF THE WATER LINES, PHONE (407)629-8330. 12. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA C600 OR M23 AS APPLICABLE. 13. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651-DISINFECTING WATER MAIN, INCLUDING ANY REQUIRED TESTING BY CITY OF SANFORD. 14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS -BUILT' INFORMATION RELATIVE TO LOCATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER LINE CONSTRUCTION. 15. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE. FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE ENGINEERS OPTION AND THE CONTRACTOR'S EXPENSE. 16. WATER .SERVICE PROVIDED BY CITY OF SANFORD. 17. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. ( IE. FIRE FLOW TEST SHALL BE PERFORMED) PAVING AHD- DRAINAGE 1, THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND CITY OF SANFORD SPECIFICATIONS THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING AND DRAINAGE PLANS. 2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND CITY OF SANFORD SPECIFICATIONS. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. 6. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE. 7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER FORTY- EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE SUPERVISING ENGINEER IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED. 9. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT. 10. ALL PIPE NOTED ON THE PLANS AS RCP SHALL BE REINFORCED CONCRETE PIPE. 11. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. 12, THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF 3,000 P.S.L. 13, ALL SIDEWALK WIDTHS SHALL BE 5' OR AS NOTED AND SHALL HAVE 1" DEEP CONTRACTION JOINTS EVERY 5' AND AN EXPANSION JOINT EVERY 20' MIN. SIDEWALK CROSS SLOPES SHALL BE 2.0X MINIMUM LENGTH OF SIDEWALK SECTION SHALL BE 20'. SIDEWALKS NOT ABUTTING LOTS SHALL BE CONSTRUCTED AS PART OF THE INFRASTRUCTURE, 14. PROVIDE F.D.O.T. TYPE III SILT FENCE ALONG THE PROPERTY LINES AND PHASE LINES AS WELL AS ANY CONSTRUCTION WITHIN THE OTHER PHASES THAT IS DEEMED NECESSARY. 15. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO CITY OF SANFORD AS SOON AS THEY ARE GENERATED. CLEARANCE FROM CITY OF SANFORD SHALL BE RECEIVED PRIOR TO PAVING. 16. CONTRACTOR SHAD COMPLY WITH ALL CITY OF SANFORD REQUIREMENTS FOR INSPECTION AND TESTING. 17. ALL PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. THE FILTER FABRIC SHALL BE IN ACCORDANCE WITH WITH FDOT INDEX 199, TYPE D-3, A.O.S. 70-100. INSTALL PER FDOT INDEX 280. PROVIDE A MINIMUM 12" OVERLAP, 18. ALL TRAFFIC CONTROL SIGNS, MARKINGS AND STREET NAME SIGNS ARE TO CONFORM TO F.D.O.T. AND ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CQHTROL DEVICES, CITY OF SANFORD L.D.C. 19. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 21. POND SLOPES AND BERMS SHALL BE SODDED TO N.W.L. 22, SOIL CEMENT BASE COURSE SHALL NOT BE CONSTRUCTED UNTIL AFTER SUBGRADE CONSTRUCTION HAS BEEN COMPLETED AND REQUIRED SUBGRADE TEST RESULTS HAVE BEEN SUBMITTED AND APPROVED BY THE COUNTY ENGINEER. 23. THE FINISHED BASE COURSE SHALL BE PRIMED WITHOUT DELAY, PROTECTED FROM HEAVY TRAFFIC, AND CONTINUOUSLY MAINTAINED FREE OF DAMAGE UNTIL THE WEARING SURFACE IS APPLIED. ALL BAD AREAS SHALL BE CUT OUT AND REPLACED PRIOR TO APPLYING WEARING SURFACE. 24. ASSUMING ACCEPTABLE CURING, THE WEARING SURFACE SHALL BE APPLIED NO SOONER THAN SEVEN (7) DAYS AND NO LATER THAN THIRTY (30) DAYS AFTER COMPLETION. 25. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING., OR R.EOLLUTION ERESENTMJ_NOT: 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 2. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. 3, THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF -SITE DEPOSIT OF SEDIMENTS, 4. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLE11014 OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 5. AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 6. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. 9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED GRASSES OR VEGETATION AND RETENTION/DETENTION FACILITIES UNTIL THE WORK HAS BrEN ACCEPTED BY THE COUNTY. 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE APiY PORTION, WHICH IN THE OPINION OF THE ENGINEER, HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PAFIT OF THE CONTRACTOR. 12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TA�EN BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF ROM THE SITE DURING CONSTRUCTION. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 13. ABSOLUTLEY NO WORK VALL BE ALLOWED WITHIN ANY CONSERVATION AREA, BUFFER AREA, MITIGA110 4 AREA OR DESIGNATED WETLAND AREA UNLESS SO SPECIFICALLY DESCRIBED BY THE PLANS AND GRANTED BY REASON OF PERMIT FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID AREA. 14. PRIOR TO CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS WETLANDS, BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT OF WAY LINE TO PROTECT THESE AREAS FROM ENCROCHMENT FROM CONSTRUCTION ACTIVITIES. 15, ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY METHODS STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE. 16, REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND OUTFALLS. 17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH INDEX NO. 102. PROJECT TEAK{ MEMBERS: ARCHITECT TFA IV LLC ELITE UNIVERSAL 115 11MBERLACHEN CIRCLE, SUITE 2001 1336 HAWTHORNE COVE DRIVE LAKE MARY, FL 32746 OCOEE, FL 34761 PH (407) 222-3700 PHONE: (407) 325-3550 ENGINEER - MADDEN MOORHEAD & STOKES, INC. 431 E HORATIO AVE., SUITE 260 MAITLAND, FLORIDA 32751 PHONE: (407) 629-8330 SURVEYOR ALLEN & COMPANY 213 S. DILLARD ST., SUITE 210 WINTER GARDEN, FL 34787 PHONE: (407) 654-5355 UTILITY PROVIDERS: E1C FPL JOSHUA PYLES ( ENGINEER II 2626 W SR 46 SANFORD. FL 32771 PHONE: (407)-328-1909 C-M-LE SPECTRUM DAVID J. BORER 2251 LUCIEN WAY MAITLAND, FL, 32751 PHONE: (407)215-5944 LANDSCAPE ARCHITECT ELITE UNIVERSAL 1336 HAWTHORNE COVE DRIVE OCOEE, FL 34761 PHONE: (407) 325-3550 WATER. WASTE WATER & SOLID WASTE THE CITY OF SANFORD UTILITY DEPARTMENT PAUL MOORE 300 N. PARK AVE., SANFORD, FL 32771 PHONE: (407) 688-5000 GAS FLORIDA PUBLIC UTILITIES JASON GARFOLA 450 S HWY 17 92 DEBARY, FL 32713 PHONE: (386)668-9417 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 d C.] 0 0 i�. .M cf) III Sri 0� J cc 7.0 tr o Z Q N EL 0 U V_ fM GO R I � v �* yj r L� LU vx IP� Z)I( CD < P z = W U ON a rn T p- N� id tf7 tfl�I� 00 G�Q O �z JOB # 16015 ¢ DATE: 11 / 29 / 16 z SCALE: N . T . S. DESIGNED BY: JAS % DRAWN BY: JAS ¢ APPROVED BY: CHM i 11m] i __.._._ _...__.._ _...._._.. REMOVE EXISTING GREASE LEGEND BUILDINGS TO BE REMOVED CONCRETE/ASPHALT TO BE REMOVED is ' ►.:.: i r'a '✓ .' :e." �•;,:. % 1" OF SP-9.5 OVERLAY EXISTING CONDITIONS DATA 1. TOTAL PROJECT AREA: 2.94 ACRES 2. PARCEL ID: 25-19-30-515-0000-0020 25-19-30-515-0000-002A 3. EXISTING ZONING: PD 'PLANNED DEVELOPMENT" 4. EXISTING FLU: WDBD "WATERFRONT DOWNTOWN BUSINESS DISTRICT' 5. THE CITY OF SANFORD CONTRACTS WITH WASTEPRO FOR SOLID WASTE COLLECTION SERVICEh- ALL DEMOLITION DEBRIS SHALL BE REMOVED BY WASTEPRO. RECYCLED MATERIALS MAY BE REMOVED AT THE DEVELOPERS DISCRETION. HABITAT FOR HUMANITY MAY BE ABLE TO USE RECYCLED MATERIALS. 6. EXISTING IMPERVIOUS AREA - 86,276 SF 7. EXISTING ERU "EQUAL RESIDENTIAL UNIT'- TOTAL IMPERVIOUS / 2,126 SF = ERU (86,276 SF) / 2.126 SF = 40.58 ERU CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 .Q 0 0 � < a->10 m o, '0" O -j W 0 m o E to 0 0 Cf) ....... 0 Fr C7 cJ Uj Io0 0 •-- ov K) cv . Try CS z to id. Y ♦+ i Ld 777 Z C% � a Z T � W V Z 0 44' o 5 � LLJ i N F-- Q CL 0 0 Nr'S tCicpi�OOCri0 0 0 e.� JOB # 16015 z DATE: 11 / 29 / i 6 c SCALE: 1 - 30' DESIGNED BY: JAS DRAWN BY: JAS APPROVED BY: CHM j v= c r- t] r E V 1 v w GRAPHIC SCALE -- Ili• - �rrr-���Irl� -�-� 1•�Iww�l �; �1149�.Awkwll Section 25, Township 19 South, Range 30 East 1. TAX PARCEL NUMBERS: 25-19- 30- 515- 0000- 0020, 25--19- 30-515-0000-002A 2. PROPOSED SITE ADDRESS: 530 PALMETTO AVE, SANFORD, FLORIDA 34747 3. TOTAL SITE AREA: 2.94 Ac. 4, EXISTING FUTURE LAND USE: WDBD "WATERFRONT DOWNTOWN BUSINESS DISTRICT" 5. EXISTING ZONING: PD "PLANNED DEVELOPMENT' 6. PROPOSED LAND USE: ASSISTED LIVING FACILITY 7. TOTAL UNITS PROPOSED: 93 UNITS "124 BEDS", 15-20 EMPLOYEES PER SHIFT 8. MAXIMUM BUILDING HEIGHT: 50' 9. MULTIPLE FAMILY BUILDING SETBACKS: FRONT: AS SHOWN SIDE: AS SHOWN REAR: AS SHOWN 10. NET DENSITY: MAXIMUM ALLOWABLE NET DENSITY = 50 DU/AC. PROPOSED NET DENSITY = # OF UNITS / NET BUILDABLE AREA NET BUILDABLE AREA - TOTAL AREA - WETLANDS NET BUILDABLE AREA - 2.94 AC PROPOSED NET DENSITY - 93 TOTAL UNITS / 2.94 Ac. - 31.63 DU/Ac, 11. TOTAL IMPERVIOUS AREA - 42% (53,280 SF) 12. ERU "EQUAL RESIDENTIAL UNIT"= TOTAL IMPERVIOUS / 2,126 SF - ERU (53,280 SF) / 2,126 SF - 25.06 ERU rd'."`,I.,,yr.y�.-.., ,...�,..4,...ti .,.-,Y.,., f...y,.•.y..�...,�,,.,,y,,.,�r,,.y,_,,,�,,..,yr..,�...ti,..`Y.,'1.+'„•.,:i..,ti�,....,�••.,,r....y-.Y......,•,....., 13. PER THE FIRM MAP PANEL NO. 12117CO060F, DATED SEPTEMBER 28, 2007,) THE SITE DOES NOT CONTAIN ANY LAND OUTSIDE OF THE AE FLOOD ZONE PER THE MENTIONED FIRM. 14. WATER, SEWER, AND REUSE WATER ARE TO BE PROVIDED BY THE CITY OF SANFORD. 15. ALL UTILITY LINES TO MEET CITY OF SANFORD SPECIFICATIONS AND STORM SYSTEM TO MEET CITY OF SANFORD AND FDOT SPECIFICATIONS. 16. REQUIRED WATER CAPACITY: 124 BED - 16,450 GPD REQUIRED SEWER CAPACITY: 124 BED - 14,100 GPD 17. SOLID WASTE DISPOSAL FOR ASSISTED LIVING FACILITY SHALL BE A DUMPSTER LOCATED NEAR ENTRANCE. 18. FIRE PROTECTION TO BE PROVIDED BY THE CITY OF SANFORD. 19. THE SITE IS NOT LOCATED WITHIN A WELL FIELD PROTECTION ZONE. 20. THE SITE IS NOT LOCATED WITHIN AN AQUIFER RECHARGE AREA. 21. EXISTING WELLS TO BE ABANDONED PER CHAPTER 40C-3 OF THE FLORIDA ADMINISTRATIVE CODE. 22. TRIP GENERATION RATE: SEE TRANSPORTATION CONSULTANT MEMO 23. 100-YEAR FLOOD PLAIN ELEV. (NAVD-88) - 8' 24. TRAFFIC CALMING DEVICES ARE NOT REQUIRED. 25, LIGHTED PEDESTRIAN CROSSWALKS WILL BE AS SHOWN. 26. LANDSCAPE ISLANDS HAVE A MIN AVERAGE OF 200 SF. 27. PALMETTO AVENUE BETWEEN SEMINOL E BOULEVARD AND LAKE MONROE IS IDENTIFIED IN SCHEDULE U AS A PEDESTRIAN PRIORITY STREET. 28. CONSTRUCTION TRAFFIC SHALL FOLLOW THE BOAT TRAILER ROUTE AS DESIGNATED ALONG 3rd STREET AND PALMETTO AVE. THIS ROUTE MAY CHANGE DURING CONSTRUCTION DEPENDING ON CITY CONSTRUCTION PROJECTS ALONG THIS ROUTE, 30. A FEMA LETTER OF MAP AMENDMENT(LQMA) WILL BE REQUIRED. THE LOMA WILL BE SUBMITTED TO FEMA PRIOR TO CERTIFICATE OF OCCUPANCY. PARKING CALCULATIONS TOTAL PARKING REQUIRED: (1 SPACE / 3 BEDS) + 24% r ♦l u 5 ` 3 �� w} 124 BEDS / 3 BEDS - 42 SPACES it '� � ` : i � `t (42 SPACE5)(1.24) 53 SPACES PROVIDED PARKING SPACES: `,,. ` {I 1 ��' ��� '� REGULAR SPACES 9'x18' 26 SPACES ti / REGULAR SPACES 9'x20' 7 SPACES ' REGULAR SPACES 1O'x2O' 16 SPACES HANDICAP SPACES 12'x20' 4 SPACES Ci . _ _r__ _ .. w w ... w _...: .' :'.'. :w :: w ;......w'::".� :....':............. _ 1 t TOTAL PARKING PROVIDED: 53 SPACES CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 �h O 0 � � M W N ij >: N H Q a m 4 � � a V- le) 0(3 � us wm w 1 k"M" yy�• w0N�7 lDl3 ` z I z w JOB 16015 DATE: 11 / 29 / 16 SCALE: lit = 30' DESIGNED BY: JAS DRAWN BY: JAS APPROVED BY: CHM Rz FIRE SERVICE POINT OF` SERVICE WM 8 PVC WM 8 PVC FDC 1 I 1 TEE 6" INDICATING / DR-14 VALVE / CHECK VALVE / W/ METER \JQEIRE SERMCE �.— (N.T.S.) GRAPHIC SCALE ( IN FEET ) I inch = 30 ft» LEGEND w FIRE HYDRANT WM WATER MAIN SANITARY SEWER .... a ......µ3 . p ...... is......1:::.'F........,..:,.:...: RCP AND HDPE STORM PIPE —17 2 0' ~\ / ' FRONT OF , HYDRANT 1 ( I 90° FIRE HYDRANT CLEARANCE DETAIL REQUIREMENTS FOR SPRINKLED BUILDING: A) AT MINIMUM, A CLASS FIVE CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1—FOOT ABOVE THE FINISHED FLOOR. B) THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE CHECK VALVE. C) NO OTHER WATER CONNECTION SHALL BE OFF OF THE FIRE LINE. D) THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100 F E ET OF THE FlRE HYDRANT. 1 E) ANY FIRE LINE CHARGED BY THE FDC SHALL BE OR-14. F) THE ONLY VALVE ALLOWED IN THE 'FDC LINE IS A CHEC-KVALVE. G) ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPT. BEFORE BEING COVERED, FIRE FLOW DEMAND CALCULATIONS: FIRE FLOWS WERE BASED ON NFPA 1, ANNEX H do i PROPOSED BUILDINGS TO BE TYPE 111 (211) ASSISTED LIVING FACILITY = 56,200 S.F. PER ANNEX H NFF - 3500 GPM PER NFPA A CREDIT IS ALLOWED FOR SPRINKLERS. A CREDIT OF 75% WAS USED AND THE MAXIMUM FLOW OF 1000 GPM SHALL BE USED IN THE WATER MODEL, PLUS THE MAX DAY DEMAND. 0 FDEP SEPARATION REQUIREMENTS UNDER 62-555.314 EFFECTIVE 8-28-2003 HAZARD . HORIZONTAL SEPARATION VERTICAL SEPARATION JOINT SPACING WATER ABOVE """""'"" WATER BELOW, STORM SEWER 3FT MIN 121N PRE F, ON MIN 121N MIN 3FT MIN STORM FORCE MAIN 3FT MIN �— 121N MIN 121N MIN ~3FT MIN RECLAIMED WATER IF REGULATED UNDER 62-610 3FT MIN 12IN MIN 121N MIN 3FT MIN_ RECLAIMED WATER IF NOT REGULATED UNDER 62-010 10FT PREF, OFT MIN 121N MIN 121N MIN OFT MIN VACUUM SANITARY SEWER 10FT PREF, 3FT MIN 121N PREF, ON MIN 121N 3FT MIN GRAVITY SANITARY SEWER _ 10FT PREF, OFT MIN, 3FT MIN IF WATER MAIN IS DIN ABOVE GRANTY SANITARY SEWER. 12IN PREF, ON MIN _MIN _ .121N MIN 6FT MIN SANITARY SEWER FORCE MAIN 10FT PREF, OFT MIN 121N MIN 12IN MIN 6FT MIN SEWAGE TREATMENT & DISPOSAL SYSTEM 10FT MIN NONE W NONE NONE MADDEN o"im D D CIVIL ENGINE]N 431 E. Horatio A Suite 260 Maitland, Florida (407) 629-83 u Q _o o z w < .j VJ a. cr V .J w J D.Z� r V� o fy 0 LL- LL- 0 1- �.. a O N `° n o I- N o U rn m z 4 L1.! U_rr U- N :L N V N a Q o Lu rr as LU m ra`- I a F- Lij g I-- Fes'- 111 LU W 0-1V W F-- 9 CJ Lll LU V V V Vw7 L Q O � w •Q 'n LU 0 Vl to w 2 o o Lu Q z Uj uv�w In w w ¢ a Z 0-o cl. ua 3 �oUw In vl LU vl ea In 7 r Cam] y w LU LU O w �, .o .--� w6l - �J 1 C7 7: C7 ¢ rn I n 11 co 0 'S ca cn cvto Lo oroprn©� JOB # _ 16015 DATE: 11 /29/16 SCALE: 1" = 30' DESIGNED BY: JAS i DRAWN BY: JAS z APPROVED BY: CRM i rr UT 1 Lo a to 0 a :, n GRAPHIC SCALE YD-6 30 0 15 30 6 0 120 ADS YARD DRAIN YD-1 RIM - 8.90 ADS YARD DRAIN INV OUT: 6.00 YP--6 LAKE p�� YD-7 LAKE MONF��I= FRIM - 8.90 { IN FEET ) ADS YARD DRAIN INV OUT:5.84 YP-1 YP-6 66 LF 1 inch - 30 & RIM = V4VV STS 12 HDPE ® 0.20% INV IN:5.87 YP-6 INV OUT:5.87 YP-7 YP-1 56 LF STS 12 HDPE 0 0.20% YP--7 66 LF STS 12 HDPE m 0.20� . . -,............ _. flRAtN__� «.. _............ _ _ __........_ _ �.. _ '." ,... "� w............ ...�" ` :'"« ......._ __ __ ....__ t -- �W RIM 9.00 _« ...._... ....«.... _ .._ ...'� "..... «.«._............. _ _ _ _.«_....«... � � :;�:� :�_. _ I INV IN: 5.73 YP-1 .......�� _, . .. _....._. ADS YARD DRAIN _.« _ _ .............- _._............... �» - _� .,_. «.� .._.. ...--------- ,... «_ RIM= 9.48 f..._..._..,.._.......«...«...._.... ..............««....._.� ��.....«......_...�.......«,........,,...,..._._..�....w...............«......_...._..............,...,.�.w«::�-.-..._.....,...�....,.�..,_....... �:..�� INVIN:5.74 YP-7..............- ....,««., _ « _...,.....«__................M«.-...__.__._-----_---. - . «� _..... _ � _ _ _ !NV OUT. 5.74 YP-8 f , •� t YP-2 68 STS 12 HbPE ® 0.20% x .. �,.. 4� .........._« _....___-__. «`. l,. ��L,_ . __•- �"� • YD-3 �� ADS YARD DRAIN _ R!M=9.08 ADS YARD DF�,AIN -`r,8 ADS YARD DRAIN INV IN: 5.60 YP-2 1 } r RIM = 9.08 INV IN:5.60 YP-5 RIM -19.08 ,, -'� INV OUT:2.63 YP-? INV ftl i:70- -8 f INV !! li 8.67 YP-4 .� _---- I�ux..�.xa...YP,�.0..........._� -° �,�' _ « u_ out: 5 az- -«« .............� «......«...,..STS STR 1-4 . i' I ..l {.. YP-s 52 LF 1� ...,.................:.::::::. ' «. =.. FDOT TYPE C INLET « _......._. _ . ««...... « RIM = 7.00 ,� � i ( STS HDPE � � � STS 12 HDPE 00.2 " • YP ' 3 48 LF INV OUT-1.00 P-4 rr t f j E E E X/y �� { YD--1 I -4 ; STS 12 HDPE ®� 0.: RIMS - ' 08 - ADS YARD DRAIN RAIN ...._ ......_ ........ INV IN:5.1�0 YP 9 RIM - 9,08 3 ; 30 iYP-10 i INV OUT: 5.75 YP-4 • [ .. f , INV OIJT: ... s`� P-4 95 LF f� ? E EY,.��., 11 0 I STS STR t -$'i"� STS 15 RCP 0 0.20 ,,•' FDO'jT F C�INLET _ «_ 1 i r _ _ «..... y!1 10 41 L I I A'�............._.... YP, r�! _ R17C�V 1�?' YP-3 .......................«„ ........ YP-8 20 «... 3x... _..... «. « .ice list •'2 _ «. . fj .,r..«..... .. STS 12 HD� 0 � � «.. V'��' 53 P--6,� f STS 12 HDPE 0 0.2 _..........__. « « _ �• W° - TS 12 HbP 0 0.i0/6 `.- .. r 5 . REMOVE EXISTING S f f _s1R-_1_.-.1. _ _ L _ . 'I W.««.«. _ _«_.._.................«..-.........«.. E_ t STORM PIPE f` E I .,,......__.......«.... � "_ i « f. C _..._...... «..._...................««... «.,«... «FDO TYPE C INLET ,� _.__ _._ RIM - 8.29 .ems !NV N:3.20 YP-1,0 �� r....................««..........................,.........._� _ _- i f INV OUT'.3.26 P-1LAKE MONROE ...�- ?I OD i s P-1 49 U, ; r i ��..1 � i) M , Y •,t--»Nt•�,pf1t.'•em>::roeltwwtwlMtefwNaxNlweLNHIW r f f i I i 1 N M.E.S. 0-1 .... ;..._ �" _ C ....-.. \... `..�. Buy U sTRIJc R-� 1........-'L« I I� -- �' tom- 8 7 :»;= �-• �� rO' TYPE C I� CONNECT TO EXISTING INLET j i ' (; ,I RIM =5.50 1 6' i «� I :I j f I INV. 3.36 P 3 j __ _ V' •'[ Q p �IN �3 ti...P.-1...._.... ..... ....... W rar mwn r-mnnoxcmu<_ ..- CONTROL S UCTURE C5-T1,J 1 .�mi E EtEe _........__ j f 1 f INA1 €RIM - 7.05 -�3 S 7'6• �IN 01l1:4.00 P-3 78 g1S 15 RCP 0.369n i ; i r�! •� ° '_ I P--3 1 M.E.S. 0--5 h -CONCRETE M.E.S. -_ / m IT \ / INV IN:5.50 P-7 ; if ' 1I STS STR 1--2 FDOT E C INLET r I( IM � 8.00 €jt INV U .5. 50 P-2 _.. s..__.................. ... fit..... ._.....�...... -3Tg 15 RCP��:00 « BBB UP STI OCTUREf T TYPE 4NLEf7 8' CONCREE' .E.S a RIM =t;5�' w INV IN: P-S ,�.�••�.--»�xx....•.�,�x�.::•�:a:.a--•,x,...w , :..:�-�:.�:>Ii�V"Ii�:• •50 P-2 P-5 131 LF STS 18 RCP 0 0.20% �"""" �SSTR )0f'TYPE �,C I_g STS SIR 1-6 INLET FDOT TYPE C INLET, RIM I - 8.00 RIM - 8.00 INV IN:0.181 P-4 INV IN:0.55 P-5 INV OUT:0p1 P-5 INV OUT 0.55 P-6 DRAINAGE FLOW ARROW TYP. 1 �.f 903 ` DT3 M.E,S. 0-9 CONCRETE M.E.S. INV IN:5.50 P-11 STS 15 RCP 0 0.007. odr t t M.E.S. 0-8 j CONCRETE M.E.S. f' INV OUT:5.50 P-11 �_P-6 50 LF STS 18 RCP ® 0.22% ST5 5TR 1-9 232 OT TYPE C INLET DT2 ]RIM - 8.00 INV OUT:5.50 P-9 N\.�/P-9 40 LF STS 15 RtP 0 0.00% I 272 M.E.S. 0-7 DT3 INV N 5�."50MP-8 /f P-8 31 LF I STS 15 RCP ® 0. O% M.E.S. 0-6 BUBBLE UP STRUCTUR FDOT TYPE C INLET RIM -5.50 INV IN:2.47 P-8 P-7 48 LF STS 15 RCP ® 0.00% STS STR 1-7 FDOT TYPE C INLET 8.00 INV OUT:5.50 P-7, LEGEND HDPE & RCP STORM PIPE NOTE: 1. ALL DOWNSPOUTS TO BE TIED IN UNDERGROUND. 2, ALL DOWNSPOUTS TO HAVE 8" LEAD OFFS TO STORM HEADER PIPE: 3. ELEVATIONS ARE BASED ON THE NAVD-88 SITE DATUM. 4. PHASE 1 IMPERVIOUS AREA 1.43 ACRES. PHASE 2 ALLOWABLE AIMPERVIOUS AREA 0.95 AC. MADDEN GIVII.. ENGINEER S 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 O 0 z 12 z 0 w a. cj) idJ (� tL c ) LL w < J a: U) cr �,•, LL Q V U �U U O Q P) N H _j wa � u f=:�a i� �a t cn of w w O_ si w at =Z w Nn'ttOWN00ffl .- Jog # 16015 DATE: 1 1 / 29 / 16 SCALE., 1 " = 30, DESIGNED BY: JAS DRAWN BY: JAS APPROVED BY: CHM DR-1 ssr�e MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 O .�"'r��, ,ftmmm , z w tJ c' ) zLL- W V � � O .rrrrr LL- Z Q O L} V � o > w g Of H Of < w 2 fn L d Lo Z 7 O W tx < o � *-NM�i^�ht�h00ts��� JOB # 16015 z DATE: 11 / 29 / 16 Q SCALE: lit 30' DESIGNED BY: JAS DRAWN BY: JAS APPROVED BY: CHAP rr L r 0 t0 r 0 ;GR-1 ° 7A . ..... ..... ............ ... . . ................ . ............ ADOUBLE ROW OF SILT 7 IS REQUIRED IN STORMWATER EOLLUTION PREVENION NOTES: EROSION CONTRO 'CE .. . ......... j AREAS ADJACENT TO LAKES, 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN STREAMS, WETLANDS AND f THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT ACCORDANCE WITH SEMINOLE COUNTY AND THE S.J.R.W.M.D,, DETAILS CONTAINED OTHER WATER COURSES TO THE VOLUME AND AMOUNT; THAT ARE EXISTING PRIOR TO THE IN THE PLANS, THE FOLLOWING NOTES AND AS DIRECTED BY THE ENGINEER. COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED ...... . ........ FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST A. TEMPORARY EROSION CONTROL T, Tl� BE MADE TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. .... ........ REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE 1. STOCKPILING MATERIAL. NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN - - - - - - - -- - - - - - - - - - Z7� CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS, SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR TEMPORARY GRASSING, ETC, KS REQUIRED TO FULLY COMPLY INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. STORY P, C, 01. WITH THE INTENT OF MS SPECIFICATION. RESTAUR'ANT 2. INLET PROTECTION - INLETS AND CATCH BASINS SHALL BE PROTECTED 2. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER FROM SEDIMENT- LADEN STORM RUNOFF DIRECTLY OFF THE PROJECT SITE AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. . ............... ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. ............... .... . ........... . .......... .... . ... . ............... . ................ . ....... . ... 3. TEMPORARY SEEDING / STRIP SODDING - AREAS OPENED BY CONSTRUCTION 77 . . . .. . .................. ZE 3. THE SURFACE AREA OF OPEN, RAW ERODIBI F SOIL EXPOSED BY CLEARING OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE . ..... If . 7, V AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP -SODDED z If -5 ........ SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY ALONG ALL DEDICATED ROW's. THIS WIH PREVENT SEDIMENT RUNOFF FROM 1C, AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. INDIVIDUAL LOTS INTO THE ROW AND DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE NTH THE PERMANENT LOT GRASSING. 4. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN j STORMWATER RUNOFF UNTIL THE COMPLE11ON OF ALL CONSTRUCTION 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER THAN 6:1 THAT FALL 0 ­`AUPhNT BAR OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. WITHIN THE CATEGORY ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY g,� RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH IK ?"M I% 1_0 5. AREAS OPENED BY CONSTRUC71ON OPERATIONS THAT ARE NOT AN TICIPATED MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES. - TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY A" R DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH 5. TEMPORARY GRASSING - THE SEEDED OR THE SEEDED AND MULCHED AREA(S) , WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING - w f- 4_1�. PIWA 1 11111 PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. motfm N 5 ­ AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. _x THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 6. TEMPORARY REGRASSING - IF AFTER FOUR1 _EEN DAYS, THE TEMPORARY GRASSED 5 01" R"111 AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER THE AREA ................... v Alf 6. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED TH WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH E gx� K AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING DESIRED VEGETATION COVER. �k A CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. . . ........... . .. ..... ...... 14� 1.1 K 7. THE CONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTING AND NEWLY 2 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION. . . ...... ..... R MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. MAINTENANCE ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO ............. 2 PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE i�111RLkll w 8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND ....... ......... . . . . ..... D STUCC\0 .......................... AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTED. )ING 1.20, T 2 V CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. B. PERMANENT EROSION CONTROL �"N 61", 9, ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL THE EROSION CONTROL FACILITIES OF THE: PROJECT SHOULD BE DESIGNED TO _"8-_' BE RESMRED TO A CONDITION EQUAL TO OR BETTER THAN THEIR MINIMIZE THE IMPACT ON OFF -SITE FACILITIES. ALL STORMWATER DISCHARGE FROM CONDITION PRIOR TO CONSTRUCTION. THE PROJECT LIMI 'S SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP CONS LICTION ENTRANCE SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE INN DT INDEX 106 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. PLANTED GRASSES OR VEGETATION AND RETENTION/DETENn ON FACILITIES UNTIL THE WORK HAS 13EEN ACCEPTED BY THE COUNTY. 1. PERMANENT SEEDING - ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE FERTILIZED AND SEEDED. 0 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION, WHICH IN THE OPINION F 2. PERMANENT SEEDING AND MULCHING - HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR WILL BE MULCHED NTH A UNIFORM THICKNESS OF A 'PROXIMATELY TWO R, NEGLIGENCE ON THE PART OF THE CONTRACTOR. INCHES, LOOSE MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. p 12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL 1,"l LAWS AND REGULATIONS CONTROLLING POLLU TION OF THE ENVIRONMENT. 3. PERMANENT SODDING - ALL RETENTION/DETENTION BASINS SHALL BE �5 0 021 SILT FF_NCE Tiillp- MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION SODDED WITHIN THEIR LIMITS. ALL EXPOSED AREAS WITHIN PUBLIC RIGHT ­ AND SEDIMENT RUNOFF FROM THE SITE DURING CONSTRUCTION. SUCH OF -WAYS WILL BE SOLID SODDED. OTHER AREAS WITH AREAS "TH SLOPES METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT STEEPER THAN 4*1 WILL BE SODDED. lzr OF TRANSPORTATION STANDARDS. T 4. STRIP SODDING - STRIP SOD SHALL BE PLACED ADJACENT M ALL CURBS. F 13. ABSOLUTLEY NO "WORK WILL BE ALLOWED WITHIN ANY CONSERVATION AREA, WALKSANDPAVEMENTS. D BUFFER AREA, MITIGATION AREA OR DESIGNATED WETLAND AREA UNI ESS SO . . . . ....... . ..... SPECIFICALLY DESCRIBED BY THE PLANS AND GRANTED BY REASON OF PERMIT 5. REGRASSING - ALL GRASSED AREAS WILL BE MAINTAINED TO ASSURE A C) FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID AREA. GOOD STAND AND SUFFICIENT GROUND COVER TO MINIMIZE EROSION. IF, 1 AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, 14. PRIOR M CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS THE AREA WILL BE REGRASSED. WETLANDS, BUFFERS AND MITIGATION AREAS SH ALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT OF WAY LINE TO PROTECT THESE AREAS 6. ADDITIONAL FERTILIZATION - GRASSED AREAS NOT ACCEPTED WITHIN 90 1- 1 FROM ENCROCHMENT FROM CONSTRUCTION ACTIVITIES. DAYS OF THEIR COMPLETION SHALL BE FERTILIZED, 15. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED 7. FOR ADDITIONAL SODDING REQUIREMENTS, REFER TO THE LANDSCAPE PLANS. .......... ....... ......... ­0 ii�v AGAINST EROSION BY METHODS STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED. PROVIDED THAT THE MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER x A THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE. 16. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL > MEASURES AT POND OUTFALLS. 175, ><51, 17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION r SHALL BE DONE IN ACCORDANCE WITH FDOT INDEX NO. 102. 18. INSPEC11ONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR ................ ......... . A .......... ONCE PER WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL THE INSPECTIONS X MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND SWPPP. N69'1 6'45*'W 27 5, 06 2' X 19. GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE SCALE,. DIRT. IF GRAVEL IS NOT ALLOWED, THE CONSTRUCT10N ENTRANCES SHALL BE S WEPT t4i-) q`-Te Ei, 4� ti W ISO PERIODICALLY AND LOGGED BY THE CONTRACTOR. Post (Options- 2" x 4* 1 21 Min, Diu. Wood; Ste( 113 Lbs/Ft. Min.) Optional Post Positions--,, Filter Fobrlic (in 6' Max. Conformance YAth Sec. 985 FDOT Spec.) > Principle Post Position --(Canted 20* Toward Flow) ---Filter Fabric Silt Flow ELVA110N SECTM Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LIF). TYPE Ill SILT FENCE Silt Flow # Note- Spacing for Tre Ill Fence to be In q accordance wit Chcrt 1. Sheet I of 3 and ditch Installetions at drainage structures Sheet 2 of .3. T Ill Silt Fence Protection Type Ill Silt Fence Aroeund Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses, Silt fences are to be used at upland locations and turbidity barriers 001* used at permanent bodies of water. S%*- ... SILT FENCE N:IPUCATMS Type - - - Silt Fence NOTE: SILTFENCE TO BE INSTALLED NTH PHASE 1 CONSTRICTION SILT FENCES rl 02 N.T.S. > NOTE AN 16ECTOR, CERTIFIED BY THE STATE OF FLORIDA OR EXPERIENCED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROLS, IS REQUIRED TO INSPECT THE EROSION AND SEDIM JENTATION CONTROL MEASURES AS SHOWN ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN. INSPECTION REPORTS ARE TO BE COMPLETED ON THE CITY OF SANFORD'S FORM ONCE EVERY WEEK AND AFTER EVERY RAINFALL EVENT OF 0.500OR MORE DURING THE CONSTRUC71ON PHASE. THESE REPORTS SHALL BE MADE AVAILABLE TO THE CITY AT ANY TIME AND COPIES OF ALL OF THE INSPECTIONS SHALL BE SUBMITTED TO THE CITY PRIOR TO THE ISSUANCE OF A CER11FICATE OF COMPLETION OR OCCUPANCY. A CERTIFICATION FOR CONTRACTORS AND SQR-.Q0NTRACTQRS I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE- DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS; TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS, TELEPHONE; I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SEC11ON 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDEN11FIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: TELEPHONE* CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 1� 0 z Q z W a. of re% a. o LL a. (L W z 0 LL_ z LL 0 zw i5 's zW C2 Cq or M: >: H M La < LO - f4) 00 Cq till WE 0� N Ao, i C; '0 Z Szz 0 U.1 < F- z X LU z LL1 r1cal C14 r) r, Co 0) NO M E 0- to i2 0 z _j JOB # I I I 16015 u_ DATE: 11/29/16 SCALE: 1 40' U) DESIGNED BY: JAS DRAWN BY.- JAS < z APPROVED BY:. C H M SWPPP - 1 Post 2"x 4"Opttorial Post Positlom Principle Post Position FTP12-- 1h"R NOTE: (HANDICAP SIGN ONLY 2 (Options: n. Mo. Wood; Stee —20-04 VARIES' r95*0 NOTE.- 6, Max. Conformance With tI 1.33 Lbs/Ft. Min.) niter Fabric (In Sec. 985 FDOT Spec.) :�I Flow 1. TOP PORTION SHALL HAVE A RA DETECTABLE WARNING SURFACE REQUIRED H Filter Fabric REFLECTK SYMBOL AND BORDER. AS PERMP CFR PART 36, APPENDIX A. 0 1 r . . . . I I I I .... THICK Ln It Flow 4 6* THICK 0 Driveways to 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE ------ 50 WHITE BACKGROUND WIN BLACK OPAQUE LEGEND AND BORDER. Note: Spacing for Type III Fence to be in 4" THICK 2` TO SECTION accordance with Chart 1, Sheet 1 of 3 7* S/W EMVAIION and ditch Installations at drainage I structures Sheet 2 of 3. PANEL ORTWO. Note- Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). Type III Silt Fence CONCRETE WALK AT 3,000 P.S.I.; it WOOD FLOAT FINISH SAW CUT PARKING BY 11= 4. SIGNS ARE TO BE MOUNTED AT STANDARD 11[W STANDARD TYPE III SILT MM CONTRACTION JOINTS AT DISABLED HEIGHT. (7' FROM PAVEMENT TO BOTTOM PARKING SPACE 5'O.C. MIN EXPANSION JOINT COMPACTED SUBGRADE ♦OF SIGN). AT 20"O.C. MIN. CONCRETE WALK AT 3,0070 P.S.I., PERMIT S WOOD FLOAT FINISH SAW CUT ONLY TS I/ r NOTE. CONTRACTION JOINTS AT Jwr I_ z. ,r NOTE' PAINT' MBM BELOW 6" COMPACTED SUBGRADE RAMPS RUNS SHALL HAVE A TACTILE SURFACE. RAMP LANDINGS WO.C. MIN EXPANSION JOINT ONTO PAVED SURFACE W/2 TO 95% r ; X. PENSIT 6 ADJOINING VEHICULAR WAYS SHALL HAVE A TACTILE SURFACE 36" AT 2000.C. MIN. PER AAS TO 180 COATS OF TRAFFIC BLUE WIDE BORDERING THE VEHICULAR DETAIL SURFACES SHALL PAINT, MANUR PER FLA. BE CONSTRUCTED AS SHOWN ON DETAIL M ON SHEET DT-3. $250 FINE CITY 7 1/2 DEPTSOF TRANSPORTATION e�` f'qq-4\C0NC WALK CURE3 ORDINANCE 32114'I)IC0NCRETE WALK 9o7 N.T.S.III Silt Fence Protection N.T.S. TA&end Ditch Bottom Inlets.FTP-22-04Do not deploy In a manner that aRt fences will act as a dam across permanent flowing 2 2 watercourses. Silt fences are to be used at upland locations and turbidity barriers 6ftNOTE: used at permanent bodies of water. Type --- Silt Fence 3/4-R 4-(TYP) RAMPS RUNS SHALL HAVE A TACTILE SURFACE. P' V11 Flow 4 4 SILT FENCE NftCA71ONS 6" 00 /010�2 SILT FENCES NOTES: N.T.S. 0"/♦ HANDICAP STRIPING DETAIL 16�11 1. HAY OR STRAW BALES ARE PROHIBITED. 17 0 on 6 rg50 HANDICAP PARKING DETAILS Flexible. Pavt. 00 DMTAXE MOE AWNZ Otte. 12" STABILIZED SUBGRADE Stri TO 95% MAX. DENSITY Vv lk ut Vertical Curt KIM VIEW PER AASHTO T-180 LIGHT DUTY PAVEMENT SECTION NO'TE- REFER TO CITY OF ORLANDO ESM FDOT INTERNAL DRIVEWAYS & PARKING INDEX 304. ('914"4%VERTICAL CURB r30048 RAMPS FOR PEDESTRIAN TRAFFIC N.T.S. N.T.S. T. S. 1.5—INCHES OF A FLORIDA DOT ASPHALTIC ..... ..... . CONCRETE MIX OF TYPE SP-9.5 FINE MIX AND COMPACTED TO A MINIMUM DENSITY OF 937. OF THE MAXIMUM DENSITY AS DETERMINED BY THE MARSHALL STABILITY TEST METHOD (ASTM D6927-04). TRUNCATED DOME DETECTABLE WARNING SURFACE TRUNCATED DOME DETECTABLE 5$ J21 Crwmlk WARNING SURFACE 12' 12 6" CRUSHED CONCRETE PROVIDED BY AN APPROVED FDOT SUPPLIER SIDEWALK PERPENDICULAR PERPENDICULAR COMPACTED TO A MINIMUM DENSITY OF 100% OF THE MODIFIED PARKING PARKING PROCTOR MAX. DRY DENSITY AND HAVE AN LBR OF 120 MINIMUM. PICTMIAL VIEW INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST FDOT =5k 2% ............ RECLAIMED CONCRETE AGGREGATE BASE MATERIAL SPECIFICATIONS. . . . . . . . . . . . . . . . . . . . ....... AM SVEWAUK 0" RAMPS SHAW MM DOMEM L HAYS WAWNG SuffAc" V4AT ........ ........... ...... ...... 041I OMM M FUEL. WDT4 Or THE RAMP AND IN THE DIRECTION OF TRAVEL 24-4111 FROM W ......... .... 12" OF STABILIZED SUBGRADE, EXHIBIT A MIN. LIMEROCK BEARING RATIO VIEV BACK OF cum PER ROT W= W 3 COMPACTEDDTOSATPLEAST098% OFOTHE () O,DS6' MODIFIED PROCTOR MAX. DRY K3'04'IAMPS FOR PEDESTRIAN TRAFFIC BEMND CURB DENSITY (ASTM 1557) VALUE. K:H�7 N.T.S. 1 4 2 5 3 ' TYPICAL PARKING SECTION 915 HEAVY DUTY PAVEMENT SECTION INTERNAL DRIVEWAYS 8c PARKING 2.5—INCHES OF A FLORIDA DOT ASPHALTIC 18" 12 12 VERTICAL CURB VERTICAL CURB PERPENDICULAR (TYI Curb Tromettton ( TYP.) PARKNG (On existingfadiffes remove and Construction Eossnmt reconstruct curb or curb and gutter). C For payment secgmerd note 9. 2% 2% 2% Transition 2' Curt Transition For Type E ........................ mwmmmm�-- V Curb Transition For Tuns F ............ CONCRETE MIX OF TYPE SP-9.5 FINE MIX AND/OR FDOT SP-12.5 AND COMPACTED TO A MINIMUM DENSITY OF 93% OF THE MAXIMUM DENSITY AS DETERMINED BY THE MARSHALL STABILITY TEST 1" OVERLAY METHOD (ASTM D6927-04). 9" r0"CUM PAKIIII monk/imcm OV AM Annon%irn crI SUPPLIER .. ....•..... "I I! / - 7/' Drop (H) f I\ 11 1 / I/ .. , n/ COMPACTED TO A MINIMUM DENSITY OF 1007. OF THE MODIFIED I - 00: �1: �7 0y� 7' 6" PROCTOR MAX. DRY DENSITY AND HAVE AN LBR OF 120 MINIMUM. Ste 6: Wide x (t 6*) High Monolithic or lewolk -*_--.,. r �45- typical 1 4 �-SIUBGRADE 1 4 INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST FDOT 6 Wide x 12 HIII SVarot# Sidewalk Curb Medksl 2 5 EXTENDS 6" 2 5 RECLAIMED CONCRETE AGGREGATE BASE MATERIAL SPECIFICATIONS, BEYOND CURB 3 12 Curb a A Or 8 Or TYPICAL & Gutter Type E TYPICAL PARKING swnm 19,15 Curb utter Or F_ /Q [CAL PARKING SECTION 'P I C Construct sidewalk curb when Inadequate R/W and easement buffer exist, when unable to lower the dutthq grade, or %hen called for In the plant CENTER OF TRUNCATED DOMES SIDEWALK CURB OR BUFFER TRANSITION PLAN STAMPED ASPHALT CROSSWALK RADIUS BEHIND BACK OF CURB 60 A "r x 6 landing/refuge with maximum slope of 2% must be W CONCRETE SIDEWALK provided *I slopes of 5% or flatter are not available on 0 r4 R the medianJ— IL on crosswalk. The refuge can be constructed of any - Of Construction WI-111E BACKGROUND lf4 (Varies)ocation whit) the median crosswalk or a 7' x W concrete Romp, Sidewalk landing with rnoxImurn slope of 2% con be constructed >45-0-0. RED LETTERS 6 6* 6: 4v adjacent to the median crosawalk. Median Crosswalk Slope varies a a St MONOLITHIC CAST CURB (Concrete Sidewalk r lbick) j 2% Std.; 1 12 Mom) 6.• A Roadway Pavement 4 a4 -NO2" TYP. 241 WHITE THERMO— PLASTIC STOP BAR VHIE LETTM -R 4 A A H (Mies) yJA 001, _--rRamp, Sidewalk Slopes shall Intersect at ft conterithe of construction at e E Curb all at Cutter Shown A Or Landing the 2% rate when the edge of payment elevations are 1� PARKING equal. The slopes may Intersect off the centerilne for variable edge of payment elevations or to accommodate b other construction in the median; however, slop" shall SEPARATELY CAST CURB not be steeper than 1 : 12. OR \—DOUBLE YELLOW SECTION C-C RAMP AND SIDEWALK CURB OPTIONS MEDIAN CROSSWALKS 20' STANDING 11 PER MUTCD 28-4 (R1-11) 30" HIGH INTENSITY STOP SIGN FIRE 24* ENGINEERING GRADE STOP SIGN FOR INTERNAL SIGNANGE LANE r3OZ\PUBLIC CURB RAMPS P)tI SHALL HAVE A TACTILE SURF ACE PAM'P LANT1,111 r"j GS P \1 -) D -"] " l11 1,4 G E H 1 C U L A P. W A 'S. HIA 1- L HA V'E- A T k' 1- T P.- E. SURFACE 3"E," 12" W PE"' R',D v' E- --, R Al-r.-" H It� L. L 1-0 11— B ERING 'v`EH1r1J-1DI 7Ai-71L.I­- SU F-" Z N.T.S. I i7,1,1 Dt'TAIL "I'Ll DIN SHEET -,1-2, BE AS SHOWINI 923*%\FIRE LANE STRIPING r924NFIRE LANE STRIPPING 21'2#NST0P SIGN, BAR AND CROSSWALK. N.T.S. N.T.S. 20' 12 12 EXISTING PERPENDICULAR PARKING PARKING 2% 2% ............... ..................... . ..... . ... .. .. ... -MP %4.5v &4 SADDEN CIVIL ENGINEERS 431 E. Horatio Avenue IU Suite 260 Maitland, Florida 32751 (407) 629-8330 0 1 LL- MONSOON : J F— W D W z 0 SNOOD 0 U- =� cc J W zo 0 z 0 a: z 0 ' .0tO O >: N H M < < F5 z 0 I I I t I tr 0 9 1 JOB # 16015 (n z 0 DATE: 11/29/16 SCALE: N.T.S, DESIGNED BY. JAS DRAWN BY: JAS < -3 APPROVED BY: CHM > hoomw=W� - .11, LO a 0 srurr�rss"rs� SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES (ALL SLABS 8" THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAIT) SLAB DESIGNS -- ROUND STRUCTURES Tap Stab ReFnforeln Suppiementat Bar A or H SHORT WAY LONG -WAY SHORT -WAY LONG -WAY SHORT -WAY LONG -WAY e I Type A Or H Riser e SLASI SLM REINFORCING Type A Or B Rteer_ AT TOP sLRB,� SCHEDili E �,��DEM(� Q SCMULE �� �� UI.E SCHEDU E SCHEDULE D� S1.H' E7iUE.E �p THi� 2 MfAYSI :1 2 Additional Bars A ' I Bars A Short Wo - - wice. s• UNUM 1ED 3y 61a• � i'�i6" sm O 5" O. C (See Section 87 2 5 Hoop Bars , Opttonat Shear Key., 3>?" "� e5 Hoop Bar L (2 tap Spkteea Permitted) Wall R6Gsforcin a0.8 < 29 B 20.5 -40 B 20.5 < 3 D z0.5 < 3 D < 3 D 2 0.5 < 3 D z0-5'-40 8 DEN - Perpendicular Bars A p Shear key 29'-40' C 3° < 4 C 3' < 4 C 3' < 4' ° < 4 (See Section A -A) •4 Hoc Bar •_ " «.]7 R 14 B 4 < 14' H 4 < g H 4 < 9 1tl' Draf 2 Additional Bars B---�-�+-1 ---'- NOTE: Vartattlarte in shear key dimenatons _. 14 < 21 14 < 21 C e < 17 C 9 < 17' G e uD 5" Max. 0. C. Eac t' will be permitted subject to the 21 < 26' D 21 < 28 D 1]'< 31.D 17� < 31i � D 2- Ore Each Mta - Side Of Opening Engineer`s approval. -40 2 -40' 31 -# 31'-40' G CIVIL_ ENGINEERS Reference Axis Placed On Top �� 2 Add(ttonol Bars A 10' Drof Sm Ar�I i� am 61T am adhr Ill , 10" W Bars A And B At 45' @ 5" O. C. , Shear Key 20.5 < 19 B .t0.5 < 34 B 20.5 < 3 D ao.s < 3 D 0,5 < 3 D 0,5 < 3 0 -40 8 C 431 E. Horatio Avenue Optional Shear 3{ 19 < 29 C 34-4p C 3< 4 C 3< 4 C < 4• C < 4 fl ' Suite 260 Bars B tan Wo � 29 -40 4' < 12 11 4 < 15 4 < 1 S 4 '< Is C Parallel Bars B (See section A- s yy Maitland, Florida 32751 (See Section 9-B)--- �---- i < 19' C 1 '< 21' C < 22 C < 25 D TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM 12 1 �AioS� � � • • _ AT BOTt'OM SLAB 18 < 26 D 21 < 3 0 22 < 29 D 25 < 32 F (407) 629-8330 Bottom Slab Refnforcin 261::_ F `-4D' 29 -40 F 32'- 40 G a � 20.5< C 20.5,< 3 C 20,5< 3 D 20.5< 3 D +20.5< 3 F 0.5E 3 F 20.5'< 3' B C d m c b ; SLAB TO WALL DETAILS FOR PRECAST ALTERNATE 3 < 19 B 3' < iW B 3 < 4 C 3 < 4 C ' < 14 C ' < 14' C 36'-40 B D �'" c {rz a to 19 < 28 C 14 < 28 4 < 7' B : < 6 H 14 < 20 D 14 < 2D D 0 {A 3'-6" (Typ.) " +' a "; 6) 04 ® 12" HW c � � *4 @ 12 BW +� 28 < 38 28 < 38 7 < i6' 16 < 23' C 20 < 28 20 < 26 �- / �C � (Horizontal Bata °1 a (Horizontal Bars ' 0 8 -40 38'-4O F 16'< 23 D ' < 2' D 28 -40 G 26'- G t 0 v ors Al 3'-6" " Continuous Around Continuous Around m 23'- F 32 -40 F �r,r/ n:� a isi 4Z, 6 Rectangular RisersA ara Foro a a 6" RectanComgular Risers) Wu o - SIB bib' sm Mir ma's 0"-0 .. E 20.5 < J 20.5 < J C 20. 3 D 20 < 3 D -6 9-* 4 Ties Ole D.C. WALL DESIGNS ' RECTANGULAR STRUCTUR ' 8 B 2-'Extra 0 4's � � � (See Section) Rotate* 4 Bars As Required 3' < 18 B 3 < 203 < 15 C 3 < 4 C 6 < It' 8 C » I Each Side And -' w4 Iles iD 12' O.C. To Maintain Cover g'< 2 C 20 ,e 29' C 15'< 21' D '< 18' 18e 3 8 D a ors B Above Opening E Vertical Wall Reinforcing c VERTICAL REINFORCING ORIZONTAL REiNFORCIN - __ _- m 8 o ll (See Table) •5 Pertpherol 24' < D 29 -40' D 21 < 7' E t8 < 2 _ ------ 30 < 3 8 E w g r° a�4' O 12" O.0 °� o �f ti Reinforcement 34 _ F 27'-40 G 37-#0 D WALK» WALL SCI'IECC>i�L>� 37'-40' 8 G a,ro as J I! a xtro ReFntordn r 3' I Each Way Horizontal Wall Reinforcing DEPTH Df~PTH a' �e" (Sate Note (sea Table) g 0- *5 Peripheral l r' 8'l7' 8f2Ls' 7'li �'� !%Or �"''�I� m II 6+ w 8+ d Reinforcement 20.5 < 3 C 20.5 ` 3 C 20.5 < 3 E 20.5 < 3 E lid �"� z�0.5 < 10 C ! i .9 7'-40 A t 1.17 --40 $ iw...A o m u J< 14 3< 22 H 3< 4' D J< 4 D Z 9< i 1O DLU Wait Reinforcing 1'-6" <1' C < 33 C < 1 S' C 4' K C 15 < 3 10 '< 9' - D 33'-40 D 1we22' D 16'< 22 D 23 < i2 � Bars A Bars 9 Hars A Bars B max. 39 -40 F ' < 28' z` < 6' E 33 -40 12 G ++ .5 d SECTION C� 28 -40 G 28 -40 G 2 7'-4O A 21.t -40 B $ ALTERNATE A .� $ ALTERNATE B SECTION A -A 6 - SECTION B-B SPECIAL TOP SLAB 20.5 < SEA l51i ' ZO.S < 39 20.5 < St7S� 71ae� o.s < 3 gm W-0�' =o.s < 6 tq�-i ' Z * NOTE: When the inside diameter of a round structure is 11 NOTE: Provide extra retnforctng each side of each opening 3 < 8 39 �+40 C 3 < 4 D 3 < 4 A 21.17< B S < 11 10 D � � not more than 1'-6" larger than the opening in aS at 3" maximum spacing equal to half the area of vertical 8' < 1]' C •< the riser or to slab, the to of the structure rolnforcment removed b the 15' C '< 7 C 33 -� C 1 < 1 ' t0 E P P Y opening and provide the < 23 0 1 < 21 D 1T< 23 17 < 2 12 E or river shall be constructed according to the some area of rainforcment above each opening at 3 ---,-- - -: �"� •-- /h.�.■ 'Special Top Saab` details on this sheet. maximum spacing as removed by the opening. 23 -40 F 21< 27 E J' < 9' E 2 -qO• A 21 < B 23 -4V 12 G 27 -40 29 -40 f 1ERAt NaT1•s SIX; gnu 9P�it 'Ar 7-0'° -� 8t> tr-W 20.5 < 3 C 20.5 < 32 B 10.5 < 3 E 20.5 < X. E 2 1,17< 15 B z0 5< 6 2 3< 8 B 32 -40 3< 4 D 3< 4 D < 12 D 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and63'-Sfivcturo botioma may be used to conjunction with curb inlet 10. The corner filets shown are necessary for rectangular structures used with circular 8' < 17' C }'< 12' 4'< 1 C-----.-� C < 1 12 �'!11" square (Alt. 9) are designated Type P. larger standard structure bottomstapa Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or notion box unletlears and inlet throats and used on skew with rectangular rioars. Inlet and inlet 17 < 3' D 12 < 8 D 18'< 24` D 25 -40 18 < 2 14 a: are designated Type J. Risers are permitted for all structures. at erwee shown in the plans or other standard drawings. At i3 structure throats, filieta Will be required in lieu of the bottom stab of the Alt. B riser when used , E 9 YP P 2 - ___ F 18 < 24 E 4 < E _t 1�'�' 20 -40 14 G �r,.� bottoms may be used to conjunction with curb filet Types ] A: 8, or with the Alt. A box. Each fillet oholl be reinforced wish+2-» 5 bars 24=An G 32'-40 G i 2. Walls of circular structures (Alternate A) constructed in place may be canny ditch bottom inlet unless otherwise shown in the plans or other standard 2 A of non-rainforced concrete or brick or reinforced concrete. Precast and rectangular structures (Alternate B) shall be constructed of reinforced 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on S e 29 D concrete only, Index No. 201. REINFORCING SCHEDULE -4 F 7. Rectangular structures may be rotated as directed by the Engineer in order GENERALNOTES 3. Wail thickness and reinforcement ore for either reinforced cast -in -plots to facilitate connections between the structure walls land storm sewer pipes. av" 00 s'ilE>EL or precast concrete units except that recast circular units may be furnished 12. St uctures with depths over 14 are to be checked for floatatton by designer of 1. Slab reinforcement is appropriate far tap, intermediate, and bottom stabs, OR a pp X pro�elat d a 096. 1Ilr 7'-40' A 21.17< 15 C with walls in accordance with either A.S.T.M. C-478 (up to 96 dfamet�r) 85 NM (i E IF15 < D / W or A.S.T.M. C-76, Class ---, B Wall, modified where the elflptical s# w apt when ACI hooks are specifically required, embedment hooks in the 2. Slab depth is measured from finished grade to top of slab. fits (j Z area fa placed in the center one of the watt. "'�' and bottom slabs may be replaced with straight embedments or perlphiralUnits larger than specified standard may be substituted at the contractor's option 22-40 Fi Z or In accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such A 0.20V) 4, Top and floor slab thickness and reinforcement are for recast and cost 1?ebor Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger 3. Wall design depth !s measured to the top of the bottom slab far boxes and g 0, 4 P tandard Hooks Far Top And Bottom Slabs', index No. 201, Sheet 3 of S. Alternate R unite cannot replace Alternate 9 units without approval of the to the tap of the Intermediate slab for risers C 0. 7 lu Place construction. Tap and floor slabs shall be of Class M9Engineer. This note applies to this Index only. D 0.53 0 concrete. Concrete as specified In A.S.T.M. conc C-In p (cast psi) may be r 4. Wall height Is the distance between top of lower slab to bottom of upper st E 0.73 - used in Iisu of does - and Class tiH concrete ht precast items menu of In plants which are under the 'Standard Operating Procedures far the ° 'Aeel i ei bars shall hyqstrut minimum never unless minimum shown. Horizontal � g else! in rectangular structures shall be lopped la minimum of 24 bar diarrArfersFor manhole and junction box taps. for frames and covers, and, for supplementary G 5-- U Inspection of precast drainage products. at comers. details sea Index No. 201. ..... 5. All reinforcement shalt be A.S.T.M. A615, Grade 60 or 65 KSI welded wire fabric. either smooth or deformed. r2oo")iSTRUCTURE BOTTOMS TYPE J AND P N.T.S. . J 0 �� 2'-4' U > N NOTES (FRAMES. AND COVER) 2-# Hera z» » "» 2» 3 -4lip' H � 1. The 2i2 lb. cover is to be used for all frames Types N, Nam, and a 1-3-17 Mw u.l the 2-Place Cover, and Is the replacement cover for all previous frames 2-#8 Bars 2' Mtn Cof Grate ¢ a With 1 deep seats (traffic type). The 185 lb. cover (non- 2'-8" Max. Tongue &Groove ' -u { traffic type), 1984 Roadway and Traffic Design Stondarq index g .�, R , -� No. 201, is the replacement cover for existing frames dwith - Joint To Match cv( ,".,c' / deep seats. installation of frames w){h deep seats Is not Riser Riser -; R 2�" 2.-0» 2" permitted. The 185 lb. covers are to be placed in exieding 3'-6" Or 4' Dia n deep seated frames only when specifically called for in the All Reinforcement No. S Bors pions or as specifically, directed by the Engineer. ¢ 'e I Except 6-#8 Bars Shown. Bars Spaced ® 6" Centers Bath PRECAST CONCENTRIC CONE 2 - 8 Ways Except Middle Bars Shown 0 7" Centers. All Bars with ACI HALF SECTION CAST IRON GRATES % Standard Hooks Canted Approx. Concrete Se " / . 2-#8 Bars 45, Or Embedded In Accordance 8" Brick. Sea o With The Slob Reinforcement Note 3. " � n N®TES ��'Si Detati Shown Under Optional 2' Dia. � '�"' TYPE C PLAN ti ra TOP VIEW 1. Manhole top Type 7 stabs shall be of Class �� concrete. t Construction Joints, Sheet N� Approx. Weight 235 Lbs. $n Clips Permitted precast units: see General Note No. 3. #6 5 �s Concrete as ecified In ASTM C-478 ma be used for REINFORCEMENT PLAN No. 3 of 6. Except All #8 Bars g I =,N °p y And Kara Around Manhole 3'-6" Or 4' Di CAST IRON GRATE 5�" 3,_4" �. �� �� `�� � w W On 3'-0" Frame yro " " Opening Shall Be Hooked. Li TOP VIEW 1 2'-0" Or 3'-0" 2. Manhole top Type 7 slobs may be of cast -in -place or BRICK OR CONCRETE precast construction. The optional key is for precast tops 2' 3" Grate + ' and in Iteu of dowels. Frame and slab openings are to c ,t : vw' "d 2'-0" Or 3'-0" ' be omitted when top to used over a junction box. Frames a a 2" C{. Eye Bolt + ' can be adjusted with from one to six courses of brick. Min Sea index 201 tK� ` ,4, " 2 -8 ax. Tongue & Groove " > ,� Tj ; f�? °^' 0 3. Manhole top Type 8 may be of cast-In-ptoce or precast " 8" For 3'-6' & 4' Dia Joint To Match concrete construction or brick construction. For concrete 1 Optional Key ,�` �i 10" For 6' & 7' Dim Riser m construction, the concrete and steel reinforcement shall -` ^i Rlser fi IS-6" Or 4' Dia �' e t - Bars 11a M° " be the some as the supporting wall unit. An eccentric ` _I ° `c ii » "+t 10' Draft Thickness Of ao 12 Ctrs. , % +� � cone may be used. N t� m F*.. *, Structure Wall 3'-s" 4'--0" 6'-0" 7'-0" i;a. PRECAST ECCENTRIC CONE �''�' �,,� �� 3 4. Manhole tops shall be secured to structures by optional SECTION : y• SECTION construction joints as shown on Sheet 3 of 6. SECTION Z njf 1110 ��► U TY�E w WALL SECTION SECTION TM 7-T (IRS) (N-20? TYPE a Straightars 2' " E C TYPE CQ F OPOW" Recommended Maximum Pipe Size: W _ w For Manholes Far Curb inlets Types 1. 2, 3, do 4 MANHOLES Reticuilne Scroll x 1� 2'-0" Wall-18" PipeBandeles oxv Approx. Weight 100 Lbs. 3'-1" Wall-24" Pipe MANHOLE TOPS STEEL GRATE Q GENERAL NOTES Typical Location 1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, n. d For Bottom Slab medians and other areas subject to infrequent traffic loodtnge but are not to be placed Pick Up 1 1 Without Sump in areas subject to any heavy wheat loads,Hole O 2. inlets subject to minimal debris should be constructed without slots. Where debris is a O '{� C) problem Inlets should be constructed with slots. Slotted inlets located within roadway ±H Non -Skid j -�- clear zones and in areas accessible to pedestrians shot[ have traversable slots. The Surface 3'--1" .2'^`0" traversable slot modification Is not adaptable to Inlet Type H. Slots may be constructed p at either or both ends as shown on plans. N il 3" Ribs (Optional) i R 'd' $" S" m s" 8" rh TOP VIEW j out c 3. Steel grates are to be used on all inlets where bicycle traffic Is anticipated. Steel grates Z 0 ' � d +Per Ft. are to be used on ail Inlets with traversable slots. Either cast Man or steel grates may be 0 SECTION o a used on Inlets without slots where bicycle traffic is not anticipated. Either cost iron or 05 � i. TOP VIEW Dias Varies steel grates may be used on all Inlets with non -traversable slots. Subject to the selection COVER FOR ALL FRAMES (12 Std.))described above, when Alternate G grate Is specified In the plans, either the steel grate, W ti m hot dipped galvanized after fabrication, or the cast Iron grate may be used, unless the fL • . Note: Grout to consist of 3:1 Sand -Cement Mixture or any Class Concrete plans stipulate the particular type. 2'-0" Or 3'--0" " #1 WEIGHT OF CASTINGS FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL u W I - lit 2' OPENING 3' OPENING Galvanized Hardware Clat DRAINAGE STRUCTUF�E INVERT $�� 6'-0" $" " » 4. Recommended maximum pipe sizes shown ore for conorete F- " P p pipe. Pipe sizes larger then <E W Ribs Frorne 3 s those recommended must be checked for fit. Cover 2-Plece Cover No. 4 Coarse Aggregate 2'x 2'x M (Optional Type From frame Unless Otherwise Unless Otherwls (Sid.) Cover Rin Total Fitter Fabric Shown On Plans Shawn On Plans 5, All exposed comers and edges of concrete are to be chomfemd " .- iC? to [� 00 O1© � +� 126 Lbs. 212 Lbs. 220 Lbs. 212 Lbs. 250 Lbs. 462 Lbs, NOTE: Sump bottom appropriate for all manhole and Inlet types. 6. Pavement to be used an inlets without slots and tnlots with non -traversable slots only 134 Lbs 212 Lbs. 260 Lbs 212 Lba. 250 Lbs. 2 Lbs. Cost for sump bottom to be included in the contrast unit when called for In the plans; but required on all traversable slot Inlets. Cost to be �•• _ •� price for inlet or manhole. Z NOTE: Alt. B Structure Bottom Only.See Detail No. 200 Included In contract unit price for inlets. Quantities shown are for information only, ,jog 16015 U Sri Lbs. 212 Lbs. 22D Lbs. 212 Lbs. 250 Lbs 462 Lba. R # 11 / 29 / 16 rrMN SUMP BOTTOM ` WALL SECTION SECTION 7. Traversable state constructed In existing inlets shall be paid for as Inlets partial, DATE: to 7WEN►NrN BOTTOM VIEW STRUCTURE RUCTURE BOTTOM FOR INLETS TYPE C and shall Include the cost for Mot openings, paving and any required replacement grates. SCALE: N ' T ' S ' M For Curb Inlets Types 7 & 8 r201 SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS 6. sodding to be used an ail Inlets not located in paved areas and paid for under cantroct DESIGNED BY: 0AS CAST IRON FRAMES r N.T.S. unit price for Sodding SY. DRAWN BY: JAS 9. For supplementary details sea Detail No. 201. APPROVED BY: CHM 232C F• D.O.T. TYPE C INLET 10. When used to traffic areas use four aided bearing grate. U.S. Foundry#5450 or equal. i u� N.T.S. 0 a.. DT-2 01MENSIONS AND QUANTITIES M 54 CONCRETE SLAB C � X A B C E F G Sin le Double Trl Is Quad. N Sin Is Double Triple SODDING (SO. YDS.) NYLO P LAST I f J L I N E DRAIN D Pipe Pie Pipe Pie Pipe Pipe pipe _ Quad. Slagle Double Tole Ouad. See General Note No, 3. Pipe Pipe Pipe Pipe Pipe See Sheat 5 of 6 For 3" Slab Quantities 1 2 INTEGRATED DUCTILE IRON " -10 :97 2 4 $ 6 .41 4.92 .- 1 . 0:444 0.65 - os �_ 25 � 1 FRAME & GRATE TO 4 � 5 .10 4.5 8 0 .08 10.33 4.58 8: s ss i.o 50 e , MATCH BASIN O.D. - O,r -56 5.67 11 1. t�81 2a 2:1 2 34 _ 2.4 5 3 25 1921 .25 i. 0,97 �,70 2 4 37 4 Slope _g 11 8 4 1- 0 47 311 _ D4� 2a52 9.44 86 .42 6 25 31-42 4. 0 1.45 1 51 .8 4 _2.44 4 1 6g 6 1 u 66"�.� 1 91. 1 9 .58 95v92_, 37. $ 3. 5 4�14 4 4$ 5 �� '�.16 5 40 5 73 ■ 10 2.36 5 9_ 4 10 8. 3.42 i 0 6� O. _. ? _ _ t_ 8 3 B E 1 1 3 T 2.00 4 36 A 6.42' A 6.2e Dimensions permitted to allow use of 8' standard pipe engths. 4.1 1.3 .2 6 1.9 3 t 40 010.40' 0 10.10, Dimensions permitted to allow use of 12' standard pip lengths. Slope g- 5 t 5 8 A 61-9 18.65 03 2.65 A O 42 .-0 4z1 69 AOConcrete slab shall be deepened to form bridge across crown of pipe. See sectio below, 3. 2 5 31 8 1 5O 0 2.45 66 9.5$ 37 154 s$ 49 9 1 4D. .58 63 74 j 85, TRAFFIC LOADS: CONCRETE SLAB REQUIRED FOR TRAFFIC APPLICATIONS sad ,' MINIMUM PIPE BURIAL SOd eveer Round Beveled Or Round Corners Bfd ORd Corners ,-• ••,_ _ „•,,, - DEPTH PER PIPE INVERT ACCORDING TO MANUFACTURER y PLANS/TAKE OFF � RECOMMENDATION / r � y 0 VARIOUS TYPES OF INLET & OUTLET ADAPTERS �a �� AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC WATERTIGHT JOINT " . Sod (CORRUGATED HDPE SHOWN) Concrete Slab. �in Reinforced With WWF x6-WI.4xW1.4 0 s' TAP MEiIl�-SIN�.E PIPE � d THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER Stops Var)eg � � \ �- e GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS Il Gone",/Note See A � � %/" „�� 3r Or54"� $ MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR Deepen Around Outside �- Pipe For i5� SI 4: f or B Concrete Slab. 3r O6 " ThId;iE, � -so SURFACE DRAINAGE INLETS SHALL BE PLACED &COMPACTED Edge of f Reinforced with WWF 6x6-wt.4xwl.4 UNIFORMLY IN ACCORDANCE WITH ASTM D2321. Concrete ``�•.." Q Pipe connect � TOP V1EYW�-ioilULllPi.�E PIPE w Sias Ditch GradSaddle-4, 2' Not Less Than #4 Bar 'o NOTE: See sheet 6 for details and notes. No Pipe Joint Permitted 6" 5' Sod Unless Approved By The Engineer p I- E "Slope: 4.1 Miter: 1To I Pipes For24 And 8"LarAnd Smaller. p p /►! i Paid For As Pipe Culve t F Pi a To Be included Under Unit Price For Mitered End Section YARD DRAIN DETAIL 2:1 Miter To I Pipe For Pipes 18' And Smaller, 985 SECTION 1:1 For Pipes 2e And Larger. ID- 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05. 272 MITERED END SECTION WITH THE EXCEPTION OF THE 8" -15" BRONZE GRATES N.T.S. Q - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50.05 DRAWN BY EBC MATERIAL N.T.S. - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR 3130 VERONA AVE (D- BUFORD, GA 30518 CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC � DATE 1--23- 6 PHN 770 932-2443 4 GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED "�` FAX (770) 932--2490 5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" • 30" STD & SOLID 1 �t �CSt www.ny oplast--us.com 6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE APPD BY CJA PROJECT NO./NAME TITLE 5 " 3'w4+ `5 " RATED FOR LIGHT DUTY APPLICATIONS ONLY INLINE DRAIN WITH STANDARD GRATE i' 7 - DOME GRATES HAVE NO LOAD RATING DATE 1--23-- 6 QUICK SPEC INSTALLATION DETAIL DWG SIZE A SCALE 1: 40 SHEET 1 OF 1 DWG NO. 7003--110--022 REV D w 20 CI. Eye Bolt See Index 201 � t � N Bare N • 1 r pr " n�„ "a 12" Ctrs. ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE 599CG5 SECTION GRATE MEETS H-20 LOAD RATING T Future Curb An 6" 1'-6" 1'-10" 1'-2" _L . TYPE C QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 APPROX. DRAIN AREA = 92.70 SQ IN o •,,�-�-- o Gutter .Construction , 2" R �- Recommended Maximum Pipe size: A 4' 20 R Or As Shown On Plans „,) PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT APPROX. WEIGHT WITH FRAME = 59.62 LBS 2'-0" wall-18" Pipe 1'-1 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO, 3'-1' Waff-24" Pipe , „ 4 1 CV x �2__--. 1 _2 i g Exp. Joint .- � Q- Ytr h 7001-110-032 1/4" FIBERGLASS SKIMMER A p C BY SKIMMERS INC. OR BY P TYPE C APPROVED EQUAL SECTION BB Approx. Weight 235 Lba. ° Valle Gutter Curb And Gutter CAST IRON GRATE '-Cr ' PLAN V tJ L 2„ R 2.1/4" 2 3j" 1'-i0,� 1'--2" h-...-12"_ iv HINGED GRATE � w FOR EASY ACCESS • _ �t� '1. r 'b' t $„ I ' 10 j 3*_0„ _� 3.�_6„ 3.43 1.68 N m m m " y , • (STANDARD) � BRACKET ( SECTION AA SECTION CC r30IDV VALLEY GUTTER DETAIL TYPE c PLAN -� N.T.S. � Straight Bars 2"Ar ' Reticullne Baroll ,x i" O Of Grate Bands ll"x i" Approx, Weight 100 Lbs. 111 STEEL GRATE 4 I - = ' HALF SECTION CAST IRON GRATES 1/4" FIBERGLASS SKIMMER BY SKIMMERS INC. OR BY APPROVED EQUAL VARIES - TOP OF SKIMMER EL. s 7.55 & U U 3'-4" MOUND DIRT OVER 0 NOT POLLUTE DRAINS TO tNATEIiWAY` 16.25 12" 12 OUTFALL PIPE TO TOP OFPOND (1 Grate INV EL 7.05 L� 12" 12" PROVIDED 6" MiN. COVER ELEV. 9.00 J Grate BOTTOM OF SKIMMER - 6.55 L D1 1 NYLOPL6T l CTILE IRON 15" RCP OUTFALL 4r �\ 1.12 16.13 ! 15" RCP INV. EL. +" 4.00 BOTTOM ELEV. 5.50 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY.EBC MATERIAL 3130 VERONA AVE SECTION SECTION 1 �" RCP 4.00 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, PHN 770 932-2443 TYPE C TYPE CTRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 3--7-- 6 DUCTILE IRON FAX IS770) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN �j �® ! www.nooplast-us.com REPRODUCTION OF THIS PRINT OR ANY INFORMATION 11 ''�� ! CONTAINED HEREIN. OR MANUFACTURE OF ANY APPD BY CJA PROJECT NO./NAME ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHERS TITLE sv3 TYPICAL DRY POND SECTION 'PERMI�ON F'�ZC>M NYC BY SPECIFIC WRITTEN DATE 3--7- 6 15 IN STANDARD GRATE ASSEMBLY /&"','4\FDOT MODIFIED TYPE "C" INLET _ CONTROL STRUCTURE CS#1 - N.T.S. NOTEL ENTIRE SECTION To BE SODDED DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG N0. 7001-110--208 REV B N.T. S. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629--8330 0 Q o X 0 Z Ir., M F- 0 W Z MISS 0 O a: W ..r�. 0 MONSOONS 0 O LI.- <C Cn ka,. O c:> V M o N s[ n w M t F= < L� r v a� in CL a-LLJ Q *- tV M d to t0 Imo- aO .= E v i" JOB # 16015 0 DATE: 11 / 29 / 16 SCALE: N . T . S . DESIGNED BY: JAS % DRAWN BY: JAS ¢ z APPROVED BY. CHM to 0 ca DT-3 i ,ity of Sanford Utility Department Pretreatment Section INITRCEVrOR DESIGN OIL & GREASE INTERCEPTOR DETAIL (DESIGN IS NOT TO SCALE) PLAN VIEW NOTES Pipes =minimum of 4"diameter ............. . ..... ..... .... .......... ........... f HO ..lm= WN V WNPRIM moo. 4, Ili* biD n"k, K: UMAR yi Nrl P, V, ts, M :1. . . . ....... . 'b -N 0. PLIN Vw SAMPLING MANHOLE DETAIL W/ 5.5" DROP rsm\THE SAMPLE BOX CAN BE A SINGLE UNIT CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 629-8330 (407) il 0 E 0 z LA- .j j F- LLJ 0 w F- CD .z 0 U- 0 w ) a: j F- U) ri) z < Ca 0 z 0 LL' 0 z V) LL 0 > wz N, >: N CV H Ce x w <an IM W co ti 6 �z LLJ U U- 2 V) 5: w (Y- h 0) C14 01 ro Lil O 0 0 D in JOB # 16015 z 0 03/06/17 0 DATE: U-3 SCALE: N. T. S. DESIGNED BY: JAS DRAWN BY: JAS z < APPROVED BY: CHM rn 1-1 to 0 OJT-4 SQUARE CUT EDGE OF " SHMMED GRADE "m VAqu W., wm 10 MO. ASPHALTIC CM. VINU4 FLOW" P ENT Is CUT. SEE NOTE 2 ANW. MAY VARY_�.' • TIE I#WMM 4 vI PIPE O.U. 2 COMMON FILL KDOINO ROCK EARTH 1. PIPE UMM' SE= CMWN FU COMPACTCO TO 069 Of THE MA)UVM UER$ffY AS PER AASKTO T-ift 7- TRENCH 00WILIt 0MVIN FILL CWPACM TO WZ OF THE MAXIMW 0EN5f19d AS PER AASNTO T-140, FLOWABLE FVIA 100-125 P.Sh, %KL K V= WNM OMM PAVED AM!$ AK mnv= = =nVA 3Nm,4 OF umm SAL FOR oam MIX. M OF TYPE A 11MOM TO BE DETERMINED IN THE RELD AS DIRECTED BY THE atY. 4. 10' WM, FOR Vft GUM= LE Z PLAN 20. MP ZO " FOR PM WAli= :r$ AND UWQER. TK WMM WTAO" W4L EQUAL THE W= INW4ETER OF THE PM 5. WATIER lIVALL NOT K KOFMO IN ME TfMKH WMW CONSTMWM. 4. ALL POE TO BE INSTAIJAD WITH KLL F4WNO 1"TWAM TO T14C WSMION OF THE FLOW. 7. REFER TO SWTION 3" Of THE "VAL. IN WWI* AND RRACING IN EXWATOM SK4M COMPLY WITH 3TATE OF 0:V90ft IRV" WM ACT, 4. GRAVITY SEVITRS 31OU UTI= TYRE A DEDOW IF REQUIRE p BY THE CITY. KDOM DEPTH AW11 HE 4'M WUM FOR PIK EM U"I= TWA 15" AND 0 MtHWAI FOR APE MWEM is AND LARM, 9. DEPTH FOR MOVA). OF UNSUITA611 MATERIAL WLL COVERN DEPTH Of Mum K= HIM" THE Mpr. THE CITY SKAU MTERIONEE IN THE rzto IF ROMAL OF tawft" MATMAL Is RIQUM TO WFACH A WITO= FOUMTM. 119. M"UI4TMgWURIXD AW-M SNAIL BE SOOM TO WTON AWAOXNT DOMINATE 11. FINAL RESTORATION IN IMPROVED AFMA-S SHALL BE IN COXPLIANCE WITH ALL APPLICAOM. "HATIOM OF 00MRINQ AOM". !WWAM REMRATION WITHIN CITY MQHT-Of-WAY. SHALL COMPLY WITH RIXMROMM Of RIGHT- OF -'NAY IJTILrZATW RMtATKqa TYPE_A BEDDING AND 0E_U[_-(LU_T_QJUT_AlL CITY OF SANFORD I 1999 I FIG. 100 MINIMUM LENGTH (IT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 4" 10" 12" 14" 16" 180' 20" 24" 9cr BEND 45' DEND 22-IIZ SEND 11-1/4* BEND PLUG OR BRANCH OF TEE NOTES; I, FITTINGS SHALL BE RE RAINE0 JOM TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RElts'TRANED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINOS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENI)TH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TwE$ OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS KED NOT K RESTRAINED tMLESS OTHERWISE INDICATED. 5. LFMOTHS SHOWN IN THE TABLE HAVE 0;£EN CALCULATEO IN ACCORDANCE WITH THE PROCEDURE OV"El) IN "THRUST RESMAINT DESIGN FOR vWmu. wom PIPE" As Pususm By ojPRA. wim THE rouowiwo ASSUMPTIONS - TYPE OF HDPE WORKING ?RESSURE,,______P.Sl P.S.I. SM DESIGNATION-__ rA LAYING CONOMMS.,_ 'TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC-1-11)PE CITY OF SANFORD 1999 -IrIC. 104A GROUND LEVEL VINYL CONTINUOUS WARNING TAPE A. ALL VMM PIPES SIOU BE INSTALLED WITH 6 INCH WU VIM CONTINUOUS NW- MFrA= TAn FOR IDWRIPMOON MO WAMING PWPOS BURIED fWlE THE PIPE AT A IAMMUM OEPTN Ty VEM OF 18 WiM OR AS AMWYED BY THE CITY, IT W% I BE Comm CQUED AND WORM AS FOIARn' 1. POTAW 14VATER S. GRAVITY SEWER A. COlim ME WH RICK LETTE]"g. A. COLORt ORM WITH MA" LETTEMO, LETTERM- 'CA WATER UNE B LEITMIm. IcAunOw. BEwER Lwe otmw M OR SIM1144ft Wmm, bumm Kum- OR smw wmmo. 2- RECLAIMED WATER 4 SEM FORCE kfAm =9L*X LETTERM. C A. OLOR% S"m WITH W" Lmmm(;. 'CAW=t RMA00 WATER 9. LETTERINO' SEWER FORCE LINE BURIED umvir 09 sww MM BUR" BELOW* OR MW WOWING, WORWINO. U. A C"--COM 14 OAAM COWWOVS INSULAT60 U?(ATRtQ WIRE QW-1 OE IHSTALLED AO" ALL PPMVRtZM KNINS. Tf% VOWS MU ITE MM AND TIED TO ALL. VALVE DOM. (ME FVQ. 40Q) UTILITY PI.F, WARNING TAPE (SEWER. PQTAEL�FYAIER c Q R) CITY OF SAINFOR 1999 FIG. 111 LAM (SEE wm 3) WWI NOTES. 1. PIPE BEDDING. SELECT (MMON FILL CONPACTED TO 95Z OF WE "MUM DEWSITY AS PER AAM T-IM. 2. TRENCH 0ACKFKL- CWWM ML COMPACTED TO OX OF THE "MW DENSITY AS PER AASW T-Ift FLOWAM MA, 100-125 P.S.I.. SIAVLL BE L%O WHIM V=NQ PAVED ARM ARE AFFECTED, SEE =M 3244 OF UnLITIVS WMUAL IN MM W, 3, PIPE BOMM VrWMG 3MCt COWOH FILL ON KWW AM IN A=RWWE WITH TYPE A OMM AND TRVNQM DtTAtL WAY BE REQUIRED AS OINECTED BY THE CITY. 4. 15* MAX FOR PIPC WWMVS LESS THAR 2e, AND 10 FOR PIPE MWETU 2,r AND LMOM THE WNWUM DWAM Rt" VW4 THE OVT= OPAVU OF TK WIL 5. WATER $KALL NOT BE PERMITTED IN THE TRENCH OUMO CONSTRUCTIOW. 0. ALL PA TO K KVMJ.ED WITH BELL FACING I)POMW TO THE DIRECTION OF THE PLOW. 7. REM TO UVTMM 324 OF THE MANUAL FOR SHEMNO AM RACING IN EXCAVATION. SNa�tdCOMPLY WIT14 STATE Of FLORIDA TREN01 34VY ACT IL FINAL RWORATHW IN IMPROVED AREAS $KUL BE IN COMPUANCE WITH ALL APPIL"" REGULATION OF GOVIMINO A0044iETi. SURFACE RESTORATION WM0 OITY RIONT-Or-WAY SHALL. COMPLY WrTH FWE"EWEHTS Or RIONT-OF-WAY Ull"TION fI"TIOPM 0. ALL UNPAVED (AMROM AKO VAIL BE SODDED TO MAY" ADJACENT DOMINATE GRASS SPECIES. __3 ET KDDING AND OPEN -CUT DETAIL _ CITY OF SANFORD 1999 FIG. 101 r x 4" x 1/2' myn ma WASmn HOT OIPM MVINM - (ME SCHEOM SELOW) OR STAINLIMS MEL HEARING PkATE C (4, Mot) ICJ) MECHAN (Typ-) JOINTS D (4 �IN, - SEE TRENCH DETAJL3 0 TIC wm IN CO VER OVER Fm REWAREMENTS ,W/2 Pw =M Rom: 1. AWITMAL MWIFORCEMEM $HALL BE AS SPECIFIED BY THE EAMNEM ak MINIMUM MPPMIW S11�IIGTH FOR CONCRETE SKMI " 3000 P.S.I. 3. KDOIN9, BAMILL ANO COWPACTiON ZIALL BE AS VWMD aAEWHM IN TNT: STANDARD DRAWINM 4. ALL FORM BOARDS SHALL K REMOVED PRIOR TO RACKFILL 5, NO WOWAWA SHALL K la AM FOR Fft" K"M THE PIPE WALL AND THE THRUST CIOLIAR, 4. DESIGN SCHEDULE OF DIMENSIONS AND MATERIALS yz ft" my 0 40 0 01*6 NO. am, J,,Cvum tam Tww '!W OG )f= a ccu=3 um wr 9wAw" WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 Fir.. 105 2' 0.1. VENT PIPE W/SCREEN MESH 4' x 4* PRECAST OPENING AND 40x4" SUP FINISHED C014CRETE VAULT LOCAM)POST (TYP. GRADE $04 sq. -CAST IRON FUME AND COVER WITH 4' MAX.-- 17-1/4" ACCESS LID. GROUT PREMOLDED Pw 2" VALVE (TYP.) JOINT FIUXER 2" PORT WITH 5 WALLS THREADED PLUG PIPE PLUG (TYP',) -CUT CILIT AND SEAL JOINT 2" NIPPLE ------ - WITH MORTAR FOR FORCE MAIN OR WATER MAIN 20 GATE VALVE SEE NOTE 2 2'* NIPPLE SERVICE SADDLE PER SPECIFICATION FITTINGS AND SECTION 50.5.4 PIPE FOR A.R.V. SHALL BE BRASS BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES.. 1. ABOVE DETAIL IS WW ON 2 WH COMSUIATi= NrUM Y REWASE VALYE. CKW"& PIPE AND FITTINDS AGLY I" OTHER VALVE sm Mo Tym. VALVE Sm TO OE OEM - MINED BY THE ENNeEll AMID APPROVED BY THE COY PRIOR To INSTAUAIM, 2. IW MMUM DIMENSION FROM TOP Of PIPE TO F1141SM OMM SNAIL, BE 40 FITT. 3. ALL STRW04" 10 RE TRAFM BEARING FATED. ALE__0_LQMBIL4AjnR LRVAC LU M RELEASE YALYE QETAIL: CITY OF SANFORD 1999 FIG. 112 m p4u CACAM �NDMTLM Am FULL ENCASEMENT mw PSI twumnilm om CONCRETE CRADLE 1. 15" MAY- FOR PIPE MAE= LESS THAN 24". AND W W. MR PIPE D"M 24* AM OVER, FCA CONCRETE ARCH, IM MIN. WIDTH SNALL K EQUAL TO OUTSWE DMETER OF PWIL 2. *D" KIM TO THE D"M Of THE PIPE. 3. "r KFERS TO THE THKi(NM OF THE PIPE, 4, THE NZ9D FOR CONCRETE ARCH KW ENCASEMENT OR RU ENCASEMENT TO RE DETEFUKED IN 71PE I= AS DtRECTED BY THE CITY. 3. RUM TO SIX110H 32.3 OF THE UTILITIES MANUAL FOR MiMN4 AND BRACING EXCAVATIONS 0. ENDS OF ENCOMENT 3HALL BE FORM, AND LOCATIONS SHAM BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMEN[T_DETAI S CITY OF SANFORD 1999 FIG. 102 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 #4 REBARS CM, PAD -STAMP AS - STAMP AS RCQ*D.ARt REQ*D. SIZE OF VALVE TYPE OF VALVE SERVICE 'A. DIRECTION & NO. TURNS TO OPEN APPLICABLE VALVE -44 BOX AND COVER (SEE FIG. I 15) 2' ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC, MIN, BY CITY) VALV_UJ& INCH,ES ANQ LARGE 6" TK. CONC. PAD 24" I - (FLUSH FLUSH WIfH GRADE) #4 REOARS ALL MOUND 2e 4, APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) AIwVEIR LLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 0, 0 Q Q 00 K �SEWER 13 a m V-rr� 0 M a VonC00 Q -URQ 6�611�6 •_5 RECLAIMED WATER SEWER Iaaqu CID acou0no 00 00000000 13QU QQ cWATER }[top an [too u0uuuauuu0oa 0000OU0000 muncuoun oacoua POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE REWIMED WATER GREEN SEWER BLUE POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 CdQQQUQCIQQQUgti an coo * a 0 RECLAIMED ou 0 * 0 =] Doc 0 Q 0 a 0 0 0 0 q cl 0 a 0 000000000000a 0 1313 m 0 0 M 0 Q Q a 0 a non 0 llaumaO r1ril7 AREA FOR UNDVYURIO -PLUG L"w 7, 41 1 LO EDGE TRENOFCH Or.) I IT 10201�1 9=S W/PLQG CROSS W/ -M-pim AREA TEE W OD o (TYP. ARLUGEA FOR P m JEE W/PLU9 FOR AREA END 4W B AREA FOR TE -AREA IFOR PLUG TEE W/ _012-y THRUST BLOCK DETAIL CITY or SANFORD 1999 FIG. 1 03A PVC PIPE COLORS "AV" $EWER; SOW MIT GREEN FORCE "M SWO IIGHT GREEN TYPICAL PIPE-•� V TO $' PfPr - 6' TAPE 11; COURED ALONG TOP HALF' Of PH-p- SEWER U14E SEWR LINE IpIgs liggig: 10' TO 18' PIPE $'TAPE 13 PLACED ALONG RUTH SITIZZ OF TOP HALF Of min mnu no M= mm km gxm L= mm m 20" AND LABXR PIPE - TAPE IS PLACED ON DOTH SIDES Of THE TOP HALT OF THE PIPE WITH A THIRD STRIP CEMTEW.0 ALOW TOP HACK' OF MK� t cm *am wam um Ulm M #100 wu all= m *vm m PAPER BACKED ADHESIVE VINYL TAPE (TYMCAL) FOR SEWER LINES - TAPE SHALL BE GREEN WITH EP-4CK LETTERING. FOR SEVER FORCE MAIN - TAPE %WL OF SRM WITH DIA(A LE1IMN0. TAPE SHALL. RUN FROM JOINT TO JOINT ALONG THE LENGTH OF IK PIPE. FATS .PjE� fLENTffIc_Alt!D._N QE__MAjjj AND GRAVITY) CITY OF SANFORD 1999 C FIG° 108 6" BLACK STEEL MIN, CONC. FILLED, PRIMED AND PAItfTED OSHA YELLOW (2 COATS) FINISHED GRADE 24* ALA. MIN. 3000 PSI CONC. NOTE. SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHM 50LLARD CITY OF SANFORD 1999 FIG. 116 OFFSET (AS REWD) REM WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) B SOIL (fYP.E7 I CONCRL-fE THRUST-----N BLOCK (TYP.) T� ANN$ BLOC WIDTH TRENCH WIDTH EDGE OF THRUS#T- • TRENCH FITTING-"' (TYP,) NOTES, 1. 114RUST am WMNO XVAS SNAIL K MKD mww UNMYLIRM MAMIAL "m TRENCH WALL Ha BEEN ALL UXM MATERIAL AND E00M TlwamNl,ll,',l,r4A. 2. FXTEw THRIM BLOCK FULL L04M OF nMAM jmM 013 AND WL73 SHALL 140T K CWAM BY MUST BLOC". mt, PIT= By PLAN "IN (73 1 3. W400 OLWANG FQW $HAU, RE USED ALWO SlM Of THRUST OLOCKS AS REQUIM, 4. THRUST MMKS $HALL K UM IN CMINATM, AS REQUIRED TO SUIT ME wicar. nm" AMANOCAENT. S. ALL WOW M=IKO %IALL BE PRESSURE TREATED VMH PAESMATIVE IF FORMS ARE TO RVAAR4 IN PLACE, S. ALL THRM 0=10 SMALL WE AUMO TO SET FlW_ (5) DAYS MORE PRESSURE Twm% Uwns IflGH EARLY WOW" l 13 IJUD AND CITY KA$ APPRWM A %WMR PERIOD, scmuL& FoR THRussr %= Ams 7*1 w UE "asmm of magm THRUST BLOCK DETAILS CITY OF SANFORD T 1999 FIG. 103B WATER MN: PLUE 2W MO LARGER F9Kr - TAPE IS PLACED ON WrH SUES Of THE TOP HA OF THE PIPE WFM A TM9Q STRIP CENTERED ALONG TOP HALF Of PIPE. tami r R 3 livl&o gwftw= imm'm Twm 9" 4am xw4wa MIA= WAM wm fv4w tw= Wig paAm Wm "A mmau------ W-Aag PAPER BACM ADHESIVE TAPE (TYPIM) 71, kio- =9 TAM WITH 0-00C M"ENTLY IMPREGNATED LZMRING SHALL BE USEM THE TAPE SHAM RUA FROM JOINT TO JOINT ALONG THE PIPE, PC EWQTI R _MAlh VJTLI A-Mi-rill,9ALML _L- P AE NTS _P_!.E�.JQKLql[EtQAlIQN OTA LE W,A-[ER) CITY OF SANFORD 1999 1 FIG. 110 0 ft 0 z w Lj A01ek u I I I L&JI Aom& u F_ rr LL. Mw W W j UL (j) awr z 0 .qw-Tw < Ll 0 C) Cu w z 4 ra F- z 0 V) 5� J013 # DATE: SCALE. DESIGNED BY:. JAS DRAWN BY: JAS APPROVED BY- ...... ...... 11 ...... ...... - CD-1 CRiiCii;v'rE su wvm FWI$H lit i'i'fW PAWAS A AT Ti VATKM :$H4'WH Rd kWAYM ARM. TT(OKL-ANISHED C09cmm B1(hltt4B SM WMH OLE r97t119EGTION DEFAV.S 1AAllilOtA FEE ar 1 1Y6R (StE FMRE ) jt"E$ wmo IN Mty1tTAR {FdSFRp 9Ya4EF T-- WALL JGIHTMAM PER F#iil5 ( . [88f1E �� MI b" #11t, _ Vg _0- t}GO{cN8 P£`rl S3fiCATI(II1$-. t1" U Try TO Rcw4wc;Es><m MO JOINS J f OETAf1. TO m vismmq �f .-'.� T1PE E71tFlFR m- ki3FP. APPtS ED Cry THE r�" i Ursa tr METE ma WZE TYPICAL MANHOLE ..DETAIL CITY OF SANFORD 1 1999 FIG. 200A urr nTTsl _ � sFxr� a'a-.err (MZz) sxwm UEA* aUT me"WEr t' ILa (str) ($Ear W= 2) - _._._. _ !OY aan¢ TYPM tQCATKM Of � lF?GAT�4R i�Yl�ti e" 'j"wxv, cM�r (~ t9m 2) 9" OW ftm IQ Lzert TT . -. w_51 YY'C AS RfiaSRiFiR FOR Yi�lk6• crra111 �' �'°) i t:i4r8 �liYFCE (�' A4di.) S+aeurt -w4ii ( ') rrcum .� %mm s"m FkOTFS: 1. ILiVsTRT' W (ATUK SHA" MY EATER BIER WM RE" 9"W LINE R, trw= 0"_-O!UT3 MAU OF "A"v' AT TiIA2. Of BULU'i,`r�Otd VMTRtK=N UT THE C9PITRAtr IM. 3, CTtf APPROVED EUCTMW WCATIM OEM SHALL BE InTAORl W AT TKE ICU OF EAJ tH Silt" St!U l-OIJr. 4. RES' OEi'C IAL TEFL' 10CS 5r3ALL AC 4 WMCS a MOH- R&SiODUI L '$LAM" SFF. -L BE 6 -''S IH iI3At#ETi:R AS A AA1HffAM- 6. ELFOMM t9CAT'004 DEMS3 MALI, BE PLAM AIJJAI;EL+Tf TO 'M !STUW Tf FOR EACH "MRM. ( StMM 433 OF THE UTIO,TT iJMUAL� SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 DISINFECTION Tftfare b,afny placvd in avtvlau, all RrAw :rutsr 11 Was whiff be ahtartnataf Ift aamr4ampa With Itm lapra)tiraoiionr b0aw and the pro"dur'ua oufllna in AWWA C-101 'SantJurd Pravfdure for Dlrtufw nnn Watar Malnr`. An prvoolons of Leo Flurtoo D+vparhrv*nt of 1E1r►Lranmrntal Prorhwftn purlr£it ahail be v+? vit" with. WAITER SYSTEM TESTING: H tvwWg lxsikrp otwil dw purf9imid at 150 p omW,.i par sVnrq Inwh prvuure, uniaen ggwww!" apprrrad by ffm qw, for a pwri4d Of nation tt1tl7Y1 ive ) bomm. Trsiarllrr{p shall W In z# ironwft 1 gWft ha 9t vt�lrano +w � iarvh In rut'kn I AWWA Stondurd Cow for F P o I gin' i LfiwmOsstr kL-23 1 r F rC plp.. Tha isatin$ ptwntdlere srttaLL itrGli3Vs tyagvlr#1tsrk e+,tlleufdon of i�id apoar#fted praas44w yqffi�1aL w?wH listta. nriTaeIi� t r °�ar� aryra��•# ��ia� r vatema Isglsta rail aaar3ra;rar. ra $VILE aacarnp lvarYrtd tt'i9 xzeimr and �w teasF r� 11tYLU wiHsin ti1� motatitsi:sd ilretLta. Trio �� 1na +�lrc 1�� a trn l fir. w � � m[�cit u�lt � rx Llama regulr�i ivr lATR SY5JEM 7STlIdG Af�!�._ DES[NF ECi'iO.i� CITY OF SANFORD 1999 FIG. 507 RIATLRiAi. Ir MUFACTURER H> Iddj1T fls T) i8•--i NOTM; 1. VA.ti1W slim IS FOR $1:iYEFt S'A a- THRU 2e. sm SEG7 F1 ZD A,3 OF• Tm 1001AL FOR MOHM 1P.,A4{MR FOR SEWM LARMR TNAH 24 2, PTlW ChIt3TF:+",TiWO ARE RMIRED Y HIXVER Iii W OF INMEAT 3EtlF;r1# iS 20 OR um Agwc THE ff(V0:1(1' Cw THE Imo, Sm OAR"= WFtHECTTAPi L?ET&S. 3. APMM CONCIDFFRIC O"E DMIOR WAY LIE V= A3 AH A.LTOMIM. 4. EACH 0ZKH 'MALL SHA13 BE A 0"M11I OF 18 WHES UM MU THE WAAi OF TM ALE TOWARD THE CW0. 5, ALm}ta1.Eo REt3<ANG FORCE wm MWAWX *ku L°AQva m mumA LIM AS SPEOM 114 SEMM 4R.2.2 Of THHE VTR91Rl9bf - ;!.Y L_ MANFIGLE DETAIL CITY OF SANFORD 1999 FIO, 2008 SET TOP OF VALVE BOX TO FINISHED GRADE i1RII5#iEIS tDP1A9E j SEE NOTE RESILIENT sar -� M. J. GATE VALVE WATER MAIN COVER (SEE FIGURE 11 r) CONCRETE PAD IN VNPAYED AREA$ (SEE FIGVRE 107) �-`- "AIDJUSTAOLE CAST IWN VALVE BOX BOIL SHALL REST ON L EWNG ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTCREID ON OPERATING NUT CONTINUOUS COLOR CODED 1.4 GAUGE INSULATED COPPER G'° BEDDING (LOCK LOCATING 9VIRE NOTES- 1 , PYC EXTENSIONS MAY BC USED ON VALVE BOX INSTAULATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL. BE F.XrEND£LD TO WITHIN 4 FOOT (DEPTH LSELOW F1Hr_-+IE? GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL.. GATE^ VALVE mAND BOX DETAIL CITY OF SANFORD 1999 FIG. 400 _ _ HaRIXONTAI & lERT1CAL SEPARATION REgl11R1 Va HT5 tPR� 3U /Ea7�% SYltY7tW »k 7PW1�Rl* �i4F�rt h Y,46. s aS�l! '--._..__.- i F t3° t0' 1a" Zia' 1a'VAM lcr - 19'� ar Q 9 SC' ION -1 .. ,. .. .9MN144Z4�7 1, THE TMtX REPRi"d? rS THE MINIMUM WAPATM flZQULMKM AS 4YMMM W F.D.". RULES OF THE F7giRDA ApWNSTRATION CM ."OPt1SE0 GTIWTY UNES AND € Tar OR � 114WY LIiiES. f3. MR THE PURPOSE (W THIrS TMLE, At"ANLIEO WAFER SFT3 & KM UNRENT114= POW AMUS REUSE WATER AS D fLf(EA OY i'.A..C. 17-StO. ialM 1Y'P'E'3 OF i GA{ ED WATER AM COMMMM PAW SM)M AM WFARAIMS L9= FM UWART , M SNALL AMY. 3, ALL UPAMTM DMTAHM ARE FWW OW E Of PM TO OUTSIDE OF Pin U&M OTIMMU SPECif M. CRTTE(W PROIl1 10 D/C -- vEtjo i$ CEi m OF PIPE To Ce1im Of Pff, 0/0 - fi NQTM QiiMPE OF PM TO Ol4(fi E OF r' M 4. AVAPTAM VA1(LAENCM A. WIRER£ H01YMWtAL SET'AFATIOH IS NOT ATTAUA M DUCTILE IRON PIPE OR COMMM McASEMT MUST RE USO FOR AT LEAST GM Of T14E POP M MMM WN 09 CYNft: = EN- CASM01T III= FIE USE6 UNTIL ) MIX CLEAROM IS RtYFAIFi - B. Y1H1aTE 1fi RdCti VF3MAL SEPARATIXIN IS MOr ATTA( £ AT CRCS3tH0S, usEW FULL UWM OF DUCTILE OM 0 M4- CAM PIPE Cuq'Fm AT Tilt POW CYF GR9=No. 5FEML SLFr POWT WAY OF R>rQUIM. O. NO WATER kpE SK LI. PAss THROIIOR OR COVE III CTACT WITH MY PA9T OF A 50AYMY 09 SrORM WATER "NHGLE SR STRUCTUM UTILITY MAIN SFFAE�r�Ti N R QLJIR_EfENTS CITY OF SANFORD 1999 FIG. 508 E.� ��.-..-•• IMFVJ4NT SEWER (m NUTS 3) K C(1NCRiIT �IAENT VkR1AJAl PIPE INLET �ECT16N As r x. PIPE (m #OTE F) 9(r KNO STANDARD DROP DETAIL PRECAST +uEIEAItIQLE WALL IN UT A)4 EE PAC RR DIP :L OETAr L FOR 24" DiMETER PIPE AND �ARC#;R P WAX STD PV0 00 cip COMCITOR STANDARD PRECAST MANHOLE PIPE CONNECTION )TOTES: 1, WISHALL &E OF WUAL SCLE AND MTKROAI. AS THE SUML Z TW CITY MAY APPROVE ALTMUTE WATERraff COMECTION DETAILS FM I CTFi)FI OF ae DL#m TF.11 Fm AND LAWOL 3. AN OUTSIDE DROP COfwtFEG'F14H MAtU 1LE RE(1tIIIIED MR ALL itwFT.(I MT WHICH HAVt Ait WVW 2V OR DAM ANY£ TA OUiFi t W KM MYM. MANIx.1�?�TAI1 CITY OF SANFORD 1999 IC. 201 COVER (SEE FIGURE 115)---� HACKFtLI. -- SPLICE RACK INTO MAIN LOCATE WI RC - BUTTERFLY VALVE \ I VALVE PAV ILL UNPAVED AREAS (SEE FIGURE 107 ) -FINISHED ORAD£ 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ALDJUSTABL,E CAST IRON VALVE BOX Mmw s staM taslwa aaan � x rc. i,�1I9C (Film) t ( �m UM= IN= tom% AM - wm mam ac rrAm 9d[m up'm r *AM 7Bit m op To r (w cm or V**=) (ar C" ar 3AWM) �HOI Y SEFCYiCE .1IStIA L_mm= 1 trOHTiIi(t01tS TAR CCi V 14 GAM FTr 4� OUo 'N $10P - LOCATING Wm ER �u�i CHECK ML7R%1AEA,Y On") me ALOW gum SUYICE MAIN WME (XMNECTOR) 3C1 3S _ MR_ IAETER YOKE _AWWA TYPE CURB m? CC THRE405 TYPir -K„ FLEacNiLE WATER MAIN COPPER OR CM POLY6'rdiYLENE SADDLE TUBiNQ (I- WIN) NOTES1 1, &L FrffiNM SHALL BE ORM WITH COMPREaMIN/PACK MKT TM COHNECTM-S 2. NO RV10E WE SHALL TEWHATE UNDER A ORIVEWAY. 3, EAY:H SERVICE SHAUt 701IROt(AT£ 0 A CURB STOKS) WHICH SHALL, 9E SMED APihRU%'rtAA�TF Y 3- IIELOW FINAL ORADiE AND SKAU K C1. 1.Y DQA WED WITH A 2- x �" x 1U" STAKE VPn THE Top Py4RMD BLUE AM MARKED WiTH TiIE KVMKR Of THE LOT(S) TO BE SEFfM, 4. RECLAiM90 WATER %"= SK41L BE PAiNTTED PURPLE (C OPKR) OR USE PLORPLE G"CFLARED 01'S POLYETWTLOE TUBINO. $. POTAiILE MATED SERVICES SHALL RE PAINT BLUE (COPPER) OR IISE GLUE COLCYM CBS POLYMYLENE TLi3 O. WATER,SER_v_lCE cQi�_N c€loN ZAI CITY OF SANFORD 1999 FIG. 405 RAISED 1-1/2' LETTERS PLUSH VAM TOP OF COVER 'SANITARY' OR WATER AIR RELEASE' 'SEWER Alfi RE, r,rr 'inn 'CYnMA warvu- AS APPLACARLF PLAN AM COVERS USF "AS" OR EQUAL, CITY OF SANFORD" FOR CITE' MAINTAINED FACILITIES ONLY i 2 NON -PENETRATING PICK HOLES MACHINED fdATINti SURFACES 1-I/2- MIN. MANHOLE FRAME: US'r '227" INLET F mc; URSF '1295" OR EQUAL. ELEVATION STANDARD _MAhlFIOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 HYDRANT opmAnua NUT Hm ti nZLr - 24- SQUARE: MD - 9- THICK RUN - FORCED CONCRETE SHIEM PAD. (S wm 2) $- 04AT9'...- 0.0. ALL AROUND COMPACTEA RAcmu a£E HaTrt � J IMPETt N92= cm SmEr VALVE PAL? (SEE RQURE 107) U d HYQRMT AMCIF MMO TE IV MIN. d L3E0{HFtft FK- f R' P)PE ---� V"HAdVrU ,pp{NT RF:'$ DENT MAT GATE WITH RES'TLt "Em VALVE AHD wx (TYP) ($r.E MURE 400) NOTES: 1, FIRE HYDRANT SHALL. OE SUPPLIED WITHOUT A WEEP HOLEr OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL, THE SHEAR PAD RECESSED B INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 1 CLEARANCE UETWEEN BOTTOM OF VOLTS AND TOP OF SHEAR PAD SHALL. BE A 12 INCH M]NiMUM. 4, FIRE HYDRANTS SHALL BE IMUEI.LER A- 423o AMERICAN DARLING 13-04. KENNEDY K81A OR CLOW MEDALLION F-2:i4.5. 5, FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL» S, CONTi2ACTOR SI4AL.L PROVIDE THE THE CITY WITH HYDMHi WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTION$ 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYHYQRA iN , 4S5EM13LY DETAIL CITY OF SANFORD 1999 FIG. 402 SET TOP OF VALVE BOX AT FINISHED GRADE FIHiSFFEii (TRACTS" -� SEE NOTE 2 _ .. MA. PLUG VALVE CONTiNUOUS COLOR - CODED 14 GAUGE WASTEWATER FORCE DRAIN COVER (SEE (IGORC 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) r111 - ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON VALVE OEdIROCK, NOT ONVALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NOT S" BEDDING ROCK NOTES., 1, PVC EXTENSIONS MAY HE 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. ANDBOX���AfL CITY OF SANFORD 1999 FIG, 203 FINISHED GRADE_ _ 2" GATE VALVE - 2' 90, SEND RESTRAINED JOINT DUCTILE IRON WATER MAIN TRAFFIC COVER WHERE RE(WO. 2" 6" BEDDING ROCK DOUBLE METER 19OX (18W :c 2e MIN.) 2" 8O° SEND 6. TAPPED CAP NOTES; 1. ALL 2 INCH PIPE AND FITTINGS SMALL BE SCHEDULE 40 &A+VANIZED STEEL OR 4RASS WiTH T14RL ADE D (NPT) JOINTS. USE TEFLON TAPE ON JOWTS. 2. COLOR SHALL. BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORAVON MODEL. VB 2000 OR EQUAL MAY BE SUB!MTUTELD AS APPROVED BY THE UTILITIES DIRECTOR. �L.CiWOFF__T-VAL°JE CITY OF SANFORD 1999 � FIG. 403 CIVIL ENC;��-INEERb- 11- 1 E:, NI' -utio Avenue 3ulte 260 PAGRIOnd, Florida 32751 (407) 629-8330 d cr_ 0 U Ll' I.r_ Lt- 0 t,' o U � -, _j C y ct <�i. 4. Ld i CL r1 r JOB - 160 15 -_ . DATE: -1 1 / 20 / 16 SCALE:N ' 1_ . $ . -_ DESIGNED BY., __ JAS DRAWN 3'(: APPROVED E)Y: CIlPl9 E I- it7 0 I 0 to ry-- 1.. 0 r V1 ter, h- G3 u txJ i i' i cl LAKE MON\O'L----- EOM - - _kT LIMITS O ► � BREAKWATER A N D S H O R E !_..! N E STABILIZATION A, .w _"- s•. - J. \.w 3.. ,2: v. .. ..•..-...- .v. J, J. LL, ,e: o. J. ..a a.. Jv �..-_-•-•-.._..,....-.._. c A a ... ... 3. .r, .F . .v ._:k�._.�F..,_•_—_._u..~._..._.._....�_.._I _.___".""'- f _.'_j_" ' �—.._..,,.,:r:-'�'J'm-._.._---„„,„...—._-(.___._..,..—r-.._._..-..___i___'.. ..^'••-•r--...... .' .....i_...._.-.�......_.-._____ T-_"'"^"— Y, _......_.m_I..� I I ....�_..�,.,""..._.�_......' /11 _ ' EOW V f...r — F ]� �� J W .. .6 I ......! 1T �� :a :G J.: G, 11 ,, Gum PA Lim c� V I N i I { n �7777, 2r- 3.•5 .................... _ •FFJ y 4� ^. 1 STORY WOOD BLDG r f � rt� 8. h 'OSCARST RESTAURANT plYtlLA VW\J -E _ , e F t P .� .F A LIiVi. . ; 4 4 01 t+ f f t' •r Cti .. a. �. ��-� •' s`� �•��,,�ti._ }MES ffNCICSJRM DTAiLS CONSISTENT WITH � � ✓ �� � ��,,•-� �.-��. 1� � !t.� SCHInC7ULl= N, FIGURE N••12 R N-13. i .� . , _ ' _) STUCCO COLOR AND HIT "fC MATCH THE BUILDING. `• �� BICYCLE RACKS AS PER I r I 1 1 I 4� +�' ,. \ SCHoULI^'M° 5�;. 12PA t=oR 8BiKES FOR --•�� }}� • ,,-- -: � -'� �� r' �-'�`; '�- f � I>� •�"�.:.T�� '` -- � �} i I f .�. - --- - _ --i J °LEED-RECiUiREMENT :._- .'�� "- ! I r �l �D r - -= • - � !' I ( E 1( r� r ION GD ,. �I S I f/ - I _ -� -�(n i I _ I z7 o �/ Ca (j" V.. 30 tPA E+ M G _. y A y. �. I _.. _•_ - _ I kj 22 PA� � {. E € s E ` I -`Y - _ I _ .. .N ... ,n .0 :,. .,. ,. �.M ,.. �. ». ,.., �,. .v -YS .« df .,_._._._......._....._._ I--._�__ ...._ -..._. � �� -C l : �> �f� 1 `-11�..._.._ S,�f �.-r.t"+,`-... -r .•srtl ,� \ _�.�;:•; �.� ... _.......i .............._ _ - -. - - f — ,: 12 w-. SARI` UI�I� BASS .� ,. (------- CL _91k� LL 1 WATER ��_ 5 WATER i �VR �.N(! QND!RETETIC�'�N R� LIIIII :j J. s v. z, J. ,.v a ., r_ .w a, :,, J. .0 ,v i•• -"�. 4. 3 �`\ /' / �"`-�/ '•^a. LOU 'A_ F L................ h � _� , �,� .. ��- r'"..� ��.... „-•-� �' ;` PEU STRIAN •'C RfTY S ICai ,. G, AS PEFk 1--..M__ _.--•----••-'�._..� �`-' �'`-- '� ,.._.._�._ __ - i r' H SCR G1�/ ! ",�\ j SG UI_E .k ... _ . ... .w , ,, ,. w .. .. �.�•.� C��.�CJC II ' ,^ - — - -- s f ' - z1-� -} -- PD.- --- - __ -- t��w"% -$s� •�F r _�- -- __.._ �-�-� �- k J i � � ..-- U, 3.0, C,2. 26°I HIGH, WITH STUCCO AND 2! CON1RETEGrP, STU `0 COLOR AND TO MATCH II i 1 SP7i i ") t ;' — ..`...-_ i' E BUILDING. mm_ , f i -- I ,-^. I .... ! .._.._ � ...- I " �� , .� .. I _ i I I i , rr �r--.` t �.....�`�:- .. •.� (1a� i�•:1 r t;rj tip �1 irJ� I l fJ �F 3 �% ral i �`.; (i� �;i} i ( �i I f }� �� �^ /r' TT 1 i y ASPHALT DRIVE �, MJ TE I._. wry ASPH 47 4, 7 9' (A) i I EOP Cj 500 w GRASS MEDIA! gy-____ `- �� _5' WOOD FENCE `yl GRAPHIC SCALE U ?U' 40' (IN FZEIT 1. hich approx. 20 ft. FIRST f GROUND L.EVEL, I�Oid _ __ -- . _- I tr�tl,,€�c,u:�t-.Frtc�uF.��ric.l;fi�k+aras � MT3 Hawthurne Cove Driuu �°m°.v.ell EeuniversalarchiteUEs,{,vm T A=1 Rf �d. Waa•sW. CONVATsIT ?ftf}JHG£ LEI i z imw Et K Ailipw $et;blur, PA -At 0C11M,6 ;Fl} rant-rE; dt3n�E 1$, 2016 SHEET: LA ElitO OnEaer4�11 Jnb Nt�. _.. uao�a 4" CALIPER MIN., AT 54" AFG EXISTING 'TREE TO BE PRESERVED BARRICADE TO FOLLOW TREE DRIPLINE DO NOT STORE :i(-!-ti f MATERIALS IN # 5 REBAR THIS AREA \6' MIN. I-f-'OST (-Fyp,) UNDISTURBED 4' SAFETY EXISTING 8' MAX ORANGE GRADE _E_ - 3E_' FWE POSTS COPOLYMER BARRIER TO POST X FENCIN WIRE 'TIES G W/ 1, Wx��, 0, NOTE-, AN AREA wrn-m THE DRIPLINE OF ']-HE TREE OR TREES AT LEAST ONE FOOT - IN DIAMETER FOR EACH INCH OF 'TRUNK DIAMETER SHALL BE PRESERVED IN ITS NATURAL STATE OR COVERED WITH PERVIOUS LANDSCAPE MATERIAL; PROVIDED, HOWEVER, THAT THE MINIMUM AREA PRESERVED SHALL BE AT LEAST ONE HUNDRED FIFTY SQUARE FEET FOR SHADE TREES AND AT LEAST TWENTY FIVE SQUARE FEET FOR ALL OTHER TREES, SUCH AREA SHALL BE. MAINTAINED AT ITS ORIGINAL GRADE WITH NO TRENCHING OR CUTTING OF ANY ROOTS AND -THERE SHALL. BE NO STORAGE OF FILL, COMPACTION OF MOIL OR ANY CONCRETE, PAINT, CHEMICALS, OR OTHER FOREIGN SUBSTANCE IN OR ON THE SOIL. 0 - - - - - - - - - - - - - - V. �,,`_ONAU 'r. SET PALM TREE: PLUMP IN PLANTING PIT, ---BRACE AND TIE FRONDS WITH HEMP TWINE. STAKE-' REMOVE ANY BROKEN OR DAMAGED BRANCHES. LAYERS Or" BURLAP TO PROTECT 20- TRUNK AS SPECIFIED. PLAN TWO CALV. STEFL BANDS TO SECURE N.T.S.BATTENS AS SPECIFIED. NOTE FOUR 2" x 6" x 12" P.T. WOOD BATTENS AS 1, SEE PLANS AND SPECIFIED, SPECS. FOR PALMS IKITH BOOTS TO 3 - 2" x 4 x 8' P.T. WOOD BRACCS AS REMAIN ON TRUNK. SPECIFIED. CUT TO FIT WOOD BATTENS AND STAKES. DRILL OR NAIL TO STAKES AND 2. FINAL TREE BATTENS. DO NOT NAIL BATTENS TO TPUNK, STAKING DETAILS AND PLACEMENT TO BE APPROVED BY LANDSCAPEREMOVE BURLAP FROM UPPER 1/3 ARCHITECT. OF ROOTBALL, 3" MULCH LAYER 3, CONTRACTOR SHALL ASSURE RELOCATION OF ALL ____TEMPORARY SOIL BERM TO HOLD PLANTING PITS PRIOR WAfER. TO INSTALLATION. 2"x4" x S LONG P.T. WOOD ANCHOR TAKES AS SPECIFIED. / 12" MIN. FINISH GRADE. 1 CLEAN COARSE SAND BACKFILL YO AS SPECIFIED k. II UNDISTURBER SUBGRADE. y SET ROOTBALL ON UNDISTURBED SUBGRADE. T. P. PALM TREE PLA1h"q1T1'N1C3' SCALE: NO] TO SCALl'--. F E 3 A lj(� 7�jj H 0 RIM "1 10114 fiil\RliouR11\11 Q 1119-1-4,11111111il!111i, T, I FI .� it ' !\`�' ( j -; I rI j I' I I-, , I I I I.I — T S P E Cl F'l E I') ANTIf\IG - ' I- f / 0 =I IT _711 I �,11X. V-,?A.TER\ �� TAIM, IC PE.,'l,<)V'r'_ Alt 0 `HRUB PLANTIl"N'G ----------- S."', 10 S CA(J­ NOTE STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX--T-14 T-i f k. WATER & 1-AMP TO REMOVE AIR POCKETS 3/ 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILUNG 2 STRAND 12 GAUGE GALV, WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM 'FOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES F.- -r FTI X BALL DIA. oiNGLE-TRUN'r"\'TREE,zo->TAKING N(j-, 110SICALE NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INT(D THE SUB(3RADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 -- 9" 3" MULCH FROM TOP OF STAKE 2 WIRE' SUPPORTS SHALL OF FORM SAUCER WITH USED ON MAIN STRUCTURAL 3" CONTINUOUS RIM BRANCHES SPECIFIED PLANTING I' F" WATER & 'TAMP TO REMOVE. AIR POCKETS 2 X BALL DA. MULTI -TRUNK TREE STAKING ; ALE CAUE: NOT TO " -C 4 3" MINIMUM OF MULCH AS SPECIFIED TEMPORARY `;',OIL BERM TO HOLD WATER MINIMUM DEPTH OF 12" APPROVED PLANTING SOIL PER SPECS FOR GROUNDCOVER BED EXCAVATE ENTIRE 13ED SPECIFIED FOR GROUNDCOVER BED FINISHED GRADE (SEE GRADING PLAN) NOTE: BACKFILL WITH NATIVE' SOIL, WHEN GROUNDCOVERS AND SHRUBS USED IN MASSES EXCAVATE ENIIRE BED TO RECEIVE APPROVED PLANTING SOIL AND PLANT MATERIAL --EXCEPT WHEN SPECIFIED, SEE PLANT LIST GROU11\4000VER PLANTING DETAIL '-';C I f -OSCALE PLAT IT LIST *"ALL TREES, PALMS, AND SHRUBS TO BE FLORIDA #1 GRADE SYM QUANTITY BOTANICAL NAME COMMON NAME PLANTING NOTES, AND SPECIFICATIONS LOCATION PD 12 �PFIOENIX DACTYLIFERA EASTERN DATE PALM 65 GAL,, 14'HT. CLEAR TRUNK, REMOVE BOOTS 8- FtJLL SUN WR WASHINGTONIA ROBus*rA WASHINGTONIA ROBUSTA 12' CLEAR TRUNK, REMOVE 13001S 6' FULL SUN Cs CUPRIESSUS SEMPERVIRENS ITALIAN CYPRESS 20 GAL., 12-14- FIT,, FULL, FULL SUN QV 13 QUERCUS VIRGINIANA LIVE OAK TREE 4" CALIPER MIN, AT 54" AFG, 12-14'HT., 100 GALLON FULL SUN Lim 12 LAOERSTOEMIA INDICA'MUSKOSEE' LAVENDER CRAPE MYRTLE 65 GAL., 3 1/2" CAL., 101-i-F., MULTI -TRUNK FULL SUN SHRUBS & GROUNDCOVERS PA I 1230 PLUMBAGO AURICULATA BLUE PLUMBAGO 3 GAL,, 18"-24" HTx1 8"-24"., 36"O,C. FULL SUN CID i CYNODON DAQTYLON I BERMUDA GRASS PALETTE FULL SUN ------------- TJ 40 TRACHELOSPERMUM JASMINOIDES__j CONFEDERATE JASMINE I PINT, 12", 12"O,C, FULL SUN/PARTIAL SUN PM 41 PODOCARPUS MARCOPHYLLA YEW PODOCARPUS 3 GAL., 36"-48i'l­-ITx18"-24"., 36"O.C. FULL. SUN/PARTIAL SUN Vs if)() VIBURNUM SUSPENSUM VIBURNUM 3 GAL., 36"-48- HTx1 8"-24"., 36"-0,C, FULL SUN/PARTIAL SUN ___ - U-. SR 72 STRELITZIA REGINAE BIRD OF PARADISE 3 GAL,, 36"-48" HTx18"-24"., 36"O.C. FULL SUNIPARTIAL SUN . ........ ... ........... FB AS FLOWER BED ANNUALS BY LANDSCAPE MAINTENANCE COMPANYIOWNER FULL SUN/PARTIAL SUN SHOWN LANDSCAPE NOTES ALL PLANT MATERIAL SHALL BE FLORIDA GRADE No. 1 OR BETTER AS SPECIFIED IN "GRADES AND STANDARDS FOR NURSERY PLANTS". M PARTS I & 11, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM To CURRENT AMERICAN ASSOCIATION OF NURSERYMEN 'STANDARDS FOR NUSER STOCK, LATEST EDITION. ALL SPECIFICATIONS AND WORK TO BE IN ACCORDANCE WITH OSCEOLA COUNTY LAND DEVELOPMENT CODE REQUIREMENTS. M ALL PLANTING BEDS SHALL RECEIVE A 3" (LAYER 1" OVER ROOTBALL) OF SHREDDED HARDWOOD MULCH LA I THE CONTRACTOR IS REE-3PONSIBLE FOR AILL SOIL AMENDMENTS AND VIGOROUS PLANT GROWTH. LANDSCAPE CONTRACTOR TO VERIFY AND STAKE ALL UTILITIES PRIOR TO CONSTRUCTION ALL TREE MATERIALS TO BE CONTAINER GROWN, UNLESS OTHERWISE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS TO PERFORM THE WORK, THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL CIVIL DRAWINGS AS THEY RELATE TO THE PAVING, SITE GRADING, AND ALL UTILITIES (INCLUDING WATER, SEWER, AND ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDING AND ENSURE A TROUBLE FREE INSTALLATION. THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES, EXISTING UNDERGROUND SPRINKLERS AND PIPE MAY NOT BE,: INDICATED ON DRAWINGS. THE CONTRACTOR SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THERE REPLACEMENT IF DAMAGED BY HIM. IN THE EVENT OF A CONFLICT BETWEEN QUANTITIES ON THE PLANT LIST AND PLANS, THE PLANS SHALL CONTROL. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 19 REPLACE SOD WITH BERMUDA GRASS. FRESH STOCK. WATER AFTER INSTALL. 102 THERE SHALL BE FUNCTIONING AUTOMATIC SPRINKLER SYSTEM INSTALLED AT TIME OF PLANT INSTALLATION. SCALE�NOT TO SCALE 10 LANDSCAPE PLANTING DETAILSCHEDULE & NOTES SCALE! 1 "=20'4' 1 01 1336 Hawthome Cove Drive QQQw, FL 34761 010pylfgilt Z916 E2.eWfWAUC. a CMUMNT WASM PROJECT > < u0<0 LL W :5 w u _j LL < 0 z 0 LL c') Z < e_1 SE& Andmw Sediter, PA _.�2_001662 (IL) DATE USCRIPWIN i MU.116 RESUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: JUNE16,2016 mm SHEET: LA 2 Elite Universal Job No. 08009 LANDSCAPE PLANTING DETAILS ..-.. I - ,-� .... . I .. I .. . :..-.1 I . ... 1. � I . . . '.. . . . . .. ... . ... ... . ....... . 1. . . . . : . . -R :: - ' . . 11EADf . . , I i .. I i.. �.. . I .. . . :.. .. ... . . . . . . . ..: : ... .,\:. I q. . :1 I . . . .:. : � � . . . .. .1. . .: 1. . .... :� -FLUS4 VAI_-IT,� . . .. .. .. .. .. .. .: . . ­ : .. . .: .. .. * : ...1. ..... , i� .. . ... . .. . . : ... : � . .... I t. . . �. .. ..... .1 .. t. .. .. ......... .. �. I .. . . .... 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I- __L1 I 23,5' 00 I STORY WOOD BL I ) Lf) OSCARS' RESTAUR/ -"\ \a __1\ , 1q,1 rl. I .11 44-1 4,�, cJ) .ti ��' " v -1 - ,-Ul /'9 - Vr - SCALE: I ff=20V1 03 1-1 A FULLY AUTOMATIC IRRIGATION SYSEM WILL BE PROVIDED FOR ALL NEW PLANTINGS, THE SYSTEM WILL PROVIDE 100% COVERA(31E AND WILL BE EQ . UIPPED WITH AN AUTOMATIC RAIN SENSOR SHUT-OFF AND WILL MEET THE REQUIREMENTS OF CHAPTER IX, LAND DEVELOPMENT REGULATIONS, PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11 I ALL REMOTE ELECTRONIC VALVES SHALL BE INSTALLED IN VALVE BOXES I ALL, MAINLINE PIPING SHALL BE INSTALLED A MINIMUM OF 12" BELOW GRADE., LATERAL PIPING TO BE MINIMUM 4" BELOW GRADE. Fil POP-UP OF ROTOR HEADS TO TRANSFER TO FLEX PIPE FINAL. 18" OF RUN. 1-1 FINAL LOCATION OF HEADS AND PIPING TO BE DETERMINED BY LICENSF'D SPRINKLER INSTALLER, AND HOMEOWNER, Efl LANDSCAPE CONTRACTOR TO VERIFY AND STAKE ALL UTILITIES PRIOR TO CONSTRUCTION } * Ic ALL SPECIFICATIONS AND WORK TO BE IN ACC QROANCE WITH LAKE COUNTY LAND DEVELOPMENT CODE REQUIREMENTS. I I I CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS TO PERFORM THE WORK, R] REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. I L91 THERE SHALL BE A FUNCTIONING AUTOMATIC SPRINKLER SYSTEM INSTALLED AT TIME OF PLANT INSTALLATION. LANDSCAPE PLANTING DETAILSCHEDULE & NOTES SCALE: 1"=20'-0` 1 01 - L`:�' t 1�61MM A',iC!i)fE(;IUH-*.ENV. NEZR[tiG-ltITENOP.$ ; 1336 HT 4t , ome Cove 0r;yu 01,00% FL34761 1 : 407.325.35.50 1 1 'WAV.P,Ifteiini,ier5d;irctlit"tu.c,f)[11 I SSG WOt &6 Etlou,'wimii I hl A41�m � COMULTANT affimagwammm" FRO"Eur i = W� *t,- , -td� L" r- �n *� > 'T 0 < < m I �) o 0w w+J- < , (J) - e, 4740 ;� 0 F-- 4 0 LL k*01 14) < ;* a) V-14 - 9#� z 0 11- CD < I (D __ - < rr Lu �- or_ LLJ 0 0- o6 < z 0 < 0 CL z < 9MMM100809141119MMMIUMN VA Artdrsm 8uddor, PA ARUM6513 (FL) RCV00N$: - - ' " 91 _ 6�YA . � _� , , , 'I I I I I -, 1_1219i�IiVll) , - -.--------- __ DESCRIPTION -_ -RSUESUBMT-�LET-_ I... 11MMIT _ -.,--- ­ DRATPI We: ANS CHCCKE-0 BY: AFS ­­ QAFE: JUNE 15,2016 ­ __ �] SHEET: LA 3 Elite Universal job No. . MOO - SITE LIGHT "BEALE STREET" ( LAI) SITE LIGHT HADCO V4800 (LA3) LANDSCAPE UPLIGHT KITCHLER: 'RUBBER BOOT' (LA2) LANDSCAPE SPEAKER BOSE* 'FREE SPACE 51' ( LA4) EOW 6 23.5' a 1 STORY WOOD BLI LC) 'OSCARS' RESTAUR/ 071 IQ R l i i�i i 8�11 V U �' p,`-`' ,''. _ < _4� 591-011 64'-0" SPHALT DRIVE AND MOTEL 4 A 0), ('VCLF ... ......... . --- --- ---- A 4.4j F/7 475.62' (P) S 69"16'45 E 474.79' (A' _ SITE LIGHTING PLAN SCALE: 1"=20'-0" 1 _03_ LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER & CATALOG NO. ____— LAMPS _7WATTS /VOLTS REMARKS LA1 SITE PARKING LOT LIGHT SIMILAR 1-0 UNION METAL CORP. 18' POLE WITH ARM (1) LAMP BRNZ FINISH BEALE STREET" DECORATIVE LIGHTING METAL 175 WATTS �EUNJON GRANDE STANDARD HALIDE LA2 LANDSCAPE POINTSPOT UPLIGHT (1) LAMP BRNZ FINISH SIMILAR TO KICHLER IN --GROUND WELL LIGHT "RUBBER BOOT" # 15488BK12 50W INCAND. 50 WATTS 120 VOLTS GROUND MOUNTED LA3 LIGHT POLE & SINGLE LAMP "ACORN" HADCO PTH 2220-P3--G Decorative Poles (1) HADCO V4800-G-TV-N-D-175H-G j META(.. HALIDE 175 WATTS LA4 LANDSCAPE SPEAKER BOSE - ENVIRONMENTAL SPEAKERS I GROUND MOUNTED IN --GROUND / WATERPROOF "FREE SPACE 51" LA5 SHOWER RECESSED CAN LIGHT CAN BISCUIT LSI INDUSTRIES, INC. 1 14. WATTS JWET LOCATION/SHOWER CAN "BISCUIT" 6" I COLOR #PDL6K I LED BULB 120V TRIM KIT j # THE MINIMUM SETBACK OF A LIGHT -SOURCE FROM A PROPERTY LINE IS 20' * PARKING LOT LIGHTING SHALL BE FULLY CUT00 FIXTURES * WALL PACK FIXTURES SHALL BE FULLY CUTOFF EXCEPT THOSE ADJACENT TO AN ARTERIAI. OR COI LECTOR ROAD WHICH SHALL BE OF SHOE BOX TYPE, * MAXIMUM HEIGHT ABOVE FINISHED GRADE TO THE TOP OF THE FIXTURE OR POLE, WHICHEVER 6 HIGHER, SHALL BE 25'--0" MAX. LIGHTING FIXTURE LEGEND SYMBOL DESCRIPTION 11f WALL SCONCE WPIGF�o GROUND FAULT INTERRUPTER DUPLEX OUTLET NEW J-BOX FOR FUTURE LIGHTING SOURCE DED, WITH WATERPROOF COVERED CASING DEDICATED CIRCUIT NEW SPEAKER LOCATION WALL SWITCH TEL DATAjC8L TELEPHONE I DATA CABLE WALL MOUNTED PHOTOCELL RECESSED CAN LIGHT FIXTURE - VAPOR PROOF SECURITY I AREA LIGHT INTERIOR OR EXTERIOR 'STEP LIGHT", DOWNLIGHT OCCUPANCY SENSOR SWITCH CEILING FAN WITH LIGHT EXTERIOR "LANDSCAPE LIGHT", UP -LIGHT PHOTOCELLMMER SWITCH, GROUND MOUNTED WITH WATERPROOF LENS EXTERIOR "PARKING LOT LIGHT", DOWNLIGHT PHOTOCELLITIMER SWITCH, 18'POLE MOUNTED WITH ARM EXTENSION & FLAT LENS CUTOFF LAMP EXTERIOR "PARKING LOT LIGHT', DOWNLIGHT PHOTOCELL/TIMER SWITCH, 16'POLE MOUNTED WITH FLAT LENS CUTOFF & ACORN LAMP LIGHTING SPECIFICATIONS 10 1 LIGHTING LEGEND & SCHEDULE SCALE: 1"=20'-0" 1 01 ARCkIITECTVRE -ENGINFERNG - INTEMORS 1336 Haithorne Cove Drive Ocoee, FL 34761 407,325,3W www.clitounlversalarch;tects.com 000py"ghl 2016 EiNol,mo.uc. NI Rlqnts PasWmf = CONSVLTANT PROJECT w > < Ono �o < '0 let r 0 LL Fr z uj 0 U_ LL 0 0 CD u- m z W _j LIJ < Lli 045 0,5 CL_ < 0 U) 0 (D Z Z SEX Andrew Sechler, PA AR0016658 (R) REVISIONS: # DAT E DESCRiPTION _09108116 &lV08116 ---RESUBMIT RESUBMIT DRAWN BY CHECKED BY: AFS AFS DATE: DUNE 15,2016 SHEET: LA 4 Elite Universal Job Na.