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HomeMy WebLinkAbout350 W LAKE MARY BLVD- SITE PLAN51 City of Sanford nglneeri g an nning Department App gin ng Plan A r0V Bate: t Approv SU sect t��Il I. All C cutmm it City of Sanford Codes, Lund Development Regulations and other codes as they apply. 2. Contractor is Required to obtain and rnaiatain all putruts on site (City, County, S3RWMD„ OHS MN 3 IF HFDEPFDOT,ACOH) as applicable. 3. Contractor MUST call City of Sanford Building Depart;aert (330-5556) for final inspecdoM prior to occupancy. 4. Call Surshix 1-800-432-4770 for utility locates prior to any construction. 5. Building permit is required 11or any above; gzlund structums which shalt 'include any developmeW buffer scwen walls or enclosures. 6. Site develo¢,nwnt plan approval shall become invalid unlcs5 a building permit is obtained within! twelve (ntontof issuance. 7. Tral�ic rntnte �^rtir^m sli<tll t.� kept at a minimum arct to uc nsdr•ice hIh 'w, MANUAL ON UNIFORM, TRAI-471C CONTROL DEVICES, nsd 17�,.)O f t.ordivay . rd `�"raffix Design Standards. iii{?T°Man to ly-- suhmir,ee to fl;all .,xr j .!•4 dnyS r ur?o a -;y stmet. or lan"Iottttm& 8. Connor shall be responsible for all OSHA requirements and the Horida Trench Safety Act. APFROWED tlRL>I7T >l EPARTMENTz CITY of StANMRD, FL0111T 1A ,) •IRIS APPROVAL IS SUBJECT TO SPECIFIC COXMRMANCr- TO THE CITY OF SANFORD LAND DEVELOPMENT CODE. AND ANY SPECIAL REQUIREMENT$ OF THE CITY COMMISSION, IT SHALL HE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY q AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS, ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES N0'r CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DF.YELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED BY: -- DATE: rA,I LM d �P9CIFIC GDNlliiQNSs ,, 1. All construction must meet all City of SanfordCodes and Land Development Regulations. 2. All other permits required for this project must be obtained. An EPA Notice of Intent (NOI) for Stormwater Discharge Associated with Industrial Activity Under an NPDES Permit" must be filed with EPA for all sites which are five (5) acres and greater. 3. As-builts and Certificate of Completion from the engineer of record to be submitted to the LOT City prior to C.O. 4. Alleasements andrightof way dedications, if any, mustbe conveyedto the Cityprior to Site 3, BOULEVARD PLAZA Development Permit issuance. [PH(DJECT H(0,3 (0(Dc:1(08(0 g pC P 4r. r,0. S� LEGAL DESCRIPTION UTILITIES VICINITT' MAP PERMITS INDEX OF SHEETS: t. Mom 11� �+ C I 7r "If (,qw)r F S A 14 F ID 13 1) F L ID F1 I C1 Ak WATER & SEWER CITY OF SANFORD N PO BOX 1788 CITY OF +�ANIf" ORD . 1 1 LOT 3, BOULEVARD PLAZA SUBDIVISION, AS RECORDED IN PLAT BOOK `F, � PAGES 47 AND 48, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA SANFORD, FLORIDA 32772 SITE PLAN APPROVAL 1. COVER SHEET (407) 330-5639 EXISTING CONDITIONS & CLEARING PLAN CONTAINS 42,446 SQUARE FEET OR 0.974 ACRES M'RE OR LESS. CONTACT MR. KEVIN TOLLIVER BELL SOUTH ST. JOHN'S RIVER WATER MANAGEMEhIT 3e SITE GEOMETRY & UTILITY PLAN TELEPHONE: 132 COMMERCE WAY Qdj DISTRICT (ENVIRONMENTAL SOURCE SANFORD, FLORIDA 32771 4, PAVING, GRADING & DRAINAGE PLAN (407) 327---0447 PERMIT MODIFICATION) �. STANDARD DETAILS CONTACT: MS. LIZ DARWICK SITE, 6-7. SPECIFICATIONS E IC: FLORIDA POWER &LIGHT'-� PO BOX 2149 . LANDSCAPE PLAN � SANFORD, FLORIDA 32771 J C (407) 328-1909 9, IRRIGATION PLAN CONTACT MS. SHERI MCCORKELL ` GAS& FLORIDA PUBLIC UTILITIES 450 HWY 17-92 LAKE MARY BOULEVARD DEBARY, FL. 32713 (386) 668--2600 CONTACT: MR. DAN SCRIBBEN 'r T1r • TIME WARNER COMMUNICATIONS `� � `� TCA� 844 MAGUIRE ROADS' F,: OCOEE, FLORIDA 34761 2-02 (407) 532-8509 ret Y s r rwrrrrrrr,rrrtMiAr+t11�� CONTACT: MR. MARVIN USRY LANDSCAPE ARCHITECT SURVEYOR PREPAREE FOR: PREPARED BY: i 1 HORTUS OASIS ASSOCIATED LAND SANDEFUR COMPANIES Desinservic""eGroI Ud^ Inc SURVEYING & MAPPING, INC 1 Site Planning • Consulting Engineering - Environmental Permitting 1425 BERKSHIRE AVENUE 141 WYMORE ROAD, SUITE 114 846 EAST 251 T STREET Florida Board of Professional Engineers Certificate of Authorization Number. 4220 WINTER PARK, FLORIDA 32789 ALTAMONTE SPRINGS, FL. 32714 SANFORD, FI. 32771 362A SOUTH GRANT STREET (407) 622-4886 (407) 869--5002 (447) 321-3200 LONGWOOD, FLORIDA 32750 FAX:(407)622-4887 86 — -(407) 1- 773 FAX. (447} 9 8393 FAX. (407} =1 9773 FAX: (407) 260-047 E-MAIL- spategasChortusoasis.com E—MAIL: alsm0alsm.net E—MAIL: designservicegroup0eart Ii 6"gat CONTACT: STEPHEN PATEGAS,ASLA CONTACT: DAVID Me McDERMOTT CONTACT: TANL " SA FUR CONTACT: RONAM HENSON II, P.E. FLORIDA REGISTRATION NO.: 3483E LE'GE'ND BB - BOTTOM OF BANK BC - BACK OF CURB :W-+ - BACKFLOW PREV£NTER BM - BENCHMARK BPC - BURIED POWER CABLE CALC CALCULATED C&M CALCULATED & MEASURED A - CENTRAL ANGLE CSW - CONCRETE BLOCK WALL CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC do MEASURED OE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY qR> - ELECTRIC METER ES - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION FH - FIRE HYDRANT FL - FLOW LINE FND - FOUND -G- - GAS LINE ,=)- - GAS METER >- - GUY WIRE ANCHOR - HANDICAP PARKING HR - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH 4 - LIGHT POLE LSA - LANDSCAPED AREA MEAS - MEASURED - MITERED END SECTION MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PIANS PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY SANITARY MANHOLE SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SD- - STORWOR41N LINE O - STORM MANHOLE T - TRANSFORMER -T- - UNDERGROUND TELEPHONE ® - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE - TRAFFIC SIGN TR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE TV - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT UP - UTILITY POLE -W- - WATER LINE WF - WOOD FENCE -i&-- - WATER METER ►.a- - WATER VALVE - NUMBER - EASEMENT NUMBER EXISTING TREE CHART .I EXISTING FIRE 7 HYDRANT�o APPROXIMATE EDGE ' s OF WATER $� MAY 29, 2002 ELEVATION - 40.4' 21]2, _41 _ ------------------ 10 15.99� - - - -- R - 19:8 236` x ----- - ! X. r - _ o l ----- ------ � — _ �l V �I f -~ - : 50 - -- ----- - ----------- 2, - x� L �'�.tiE3 - --- --- ' r �D l 245 UNDERGR� _ D EXISTISITE BENCHMARK #2 ® �! ------ FIR ' E 80X CUT ON BASE h__ _ _ rte• �� t' •'• OF LIGHT POLE �h RANT -- -- - - Y ------------ �\ ELEVATION = 47.94 -__ ,------ HYD r"���- _ fro WATER N �'_ : •,-_ _----- �� �a 1T,>x� E/Sr EXIST. 8 PVC X 47.3 -meq5,a72'PO4 y W _ °o' _,:'� LO EXIST. l`O \ SCO' �O p DC7• �. lir+woo ;r: '6' C i/ 6 Nx x INSTALL SILT FENCE �� MAINTAIN THROUGHOUT �` CONSTRUCTION. g f'` ` r SAW CUT & REMOVE EXISTING �O� :`'' ^�611 CONCRETE CURBING T ��/��� 0 LIMITS SHOWN (DARK DASHED LINES) x OPEN CUT E r I; �' XISTING 'j REPAIR ASPHALT & C URB AS p ` 1; t REQUIRED TO I• STALL 1 `" STORM MANHOLE C %,1 '~$° - - _ --------------46------� ro • : i,% '�• � `�'! // I"T I. ! � i rl , X 45.9 ri i :+ 46i`,,4 'b � ,'. CLEAR, GRUB, AND GRADE SITE. 5 � .Cb %�%' Co INSTALL SILT BARRIER & MAINTAIN hA '`` �� EROSION & SEDIMENT CONTROLS ! �� THROUGHOUT CONSTRUCTION. X off` l' X `-2 " ` o x 3 fi �h`' x �5 2." �.� 106 ;°�. �_j 0 € 1. . 63�SP INS 18" WIDE C RBED Q r a` �, SON INLINE ACR SS B �6 p 2 , ` SAW CUT 8c REMOVE f75LF EXIST. 4/��ti� %�';` OF SC, ISLAND MAI IN Sao ab- 7j% `----�J�--� 8 PVC SAN. SEWER MAIN TO c�- 4 �! .f;' FLOWLINE Rg$TENT yy( LIMITS SHOWN (DARK DASHED LINE) q� CJ �r REPLACE EXISTING CONC. CURB. �• ,,.� <�>tQ, - I%� `tea � v � �� � h ENSURE THE TOP OF CURB IS �h' ' :`I `� SAW CUT & REMOVE EXISTING �� Cjjv 6 ABOVE THE NEW ASPHALT. ' 6 PVC SAN. SEWER LATERAL° 04- ' , LINE} + DARK DASHED `r 4��' J o�' x SID 106 - 4" OAK �i. o `�� LiliKiN i;`i ,.�v ��' 107 - 4 TREE 8 PVC .W$ .... a ; :� �' . ONLY >; ; x EXIST. SAN. MH 111 - 4" OAK g°` { °h `': ,N. 1 107 .;`i 205 - 5" TREE ��. '�'q: �t I TOP = 44.47' 206 - 8" TREE ;` `� I N INV = 39.25' := 207 - 15" PALM `�9 ;v 45.22,A. `�` NE INV = 39.44' 236 - 4" OAK ;' I NW INV - 39.24' I 241 - 4" OAK SAW CUT & REMOVE EXIST. ONC. x I 245 - 4" TREE CURB & EDGE OF PAVEMENT TO 'b� 0 '°"'�- sw 250 - 4" OAK U ----_ I 262 4" OAK LIMITS SHOWN (DARK DASHED UNE) -- �'"''"--� `,-,'+ XIST. I/C '� 6 P 1 �,: s+uv SEWER LATERAL bh / EXIST. POWER POLE & aw �� ��,�y t ASSOCIATED UTILITIES ` ''''POLE TYP.I lzl 0 f ..::5.71.. TO BE REMOVED. ��� > EXIST. X.- ti y,9 A f 45.701 INSTALL SILT FENCE o� j:` �� °�' CO �o ' �s i MAINTAIN THROUGHOUT h ) �% ��,Q� _x ------ ---=,�� Ixp _ 1 CONSTRUCTION. ` REMOVE EXISTING TRAFFIC w SIGNS (SIX TOTAL) 45.35 __, 5 CLF ? x ++.,d ��11)44-- # `I� �!� EXISTING TREE TO I *�' 45.41 ,EXIST.` FIRE x ., 1I BE REMOVED HYDRANT - SAW CUT"& REMOVE EXIST. EDGE 1 6 - 1+ I' °� OF AVEMEN �,`�T0 LIMITS SHOWN i � w �'; �� ASHED LINE) s., (DARK ¢�. I EiST. BACKFLOW Irc e� / -45 r; _ PREVENTER & MASTER METER�TFR - X �; 42.5X "'- . �X ter..':•. w 4 , r I SITE BENCHMARK �• •" - --~ -- 'r .... 3.42 4� . r `�`<- i f OE {, r �' "BOX CUT ON CP ` ELEVATION 46.15 fta 4 43.5 X X h X� NE, j 77-4_ w Rp E..: 1 . C _` �h x.. x , v�y� r o .x �� T PRE _ N `UC a a, �o TIO/ x-- 0,0 _t E X Sf S1 tx `• ` x f k �j� x �o x. x ..: Cb x x - 41 tK ` x % x x EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS f2 0 AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR z z DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE, PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT DR TRASH FROM a�c FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. P 112 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED Z z AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE W Wz SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO U 0 MW DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED z :3 U U FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS _d -d v 0 00 THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. U) 0 < ac W U 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR S o >_ 0 0 � PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR 0 m a Ix THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION .OF ALL SOIL Ix 0 STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE Z zU PROJECT SITE. Zix 4 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE u`Ci INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED 0 a a IMMEDIATELY. IL I- w W 0- 6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR to In cn CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURINGa CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ¢ rr ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 7. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES C,4 O� o MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, "��,Q OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL o o (D C-4SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN 04 WORKING CONDITION AT THE END OF EACH WORKING DAY. S. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, �. PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING C..I ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD r , SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL Q4 CO AREA, STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN '�^t THIS MANNER. 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY IY MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE 0+ DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO L`` PREVENT FURTHER EROSION AND SEDIMENTATION. 00 Ld q ry , N Co Optional Post Positions20,* Principle Post Position IL {Canted 20� Toward Flow) I 6' Max. I [ I -.l s• Filter Fabric ( In o Conformance with / o Sec. 9$5 FOOT Spec.) r � -- � � � s r "y "vi i C a • O" i" j "<' � O 1 I Filter Fabric L.J..; Co I1 ELEVATIONCO I Silt � ow Note: Silt Fence to be paid for under the contract `j Post Options: unit price for staked Silt Fence ( LF ). SECTION wood 21/2" Min. D. Z Wood 2" x 4" TYPE III SILT .PENCE Q Oak 1 1/2" x 1 1/2" _.__.I Steel 1.33 Lbs/Ft. Min. n LOW i TYPE Ill SILT FENCE TYPE Ill SILT FENCE PROILCTION NOTE: SPACING FOR TYPE III "FENCE TO BE IN AROUND DITCH BOTTOM INLETS ACCORDANCE WITH CHART I, SHEET 1 OF 3 TYPE III SILT f-ENCE AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3, EROSION CONTROL DETAIL (FDOT INDEX #1D2) NOTES: 1. THE CONTRACTOR TO MINIMIZE DAMAGE TO THE EXISTING TREES. NO FILL MATERIAL, CONSTRUCTION MATERIALS, EQUIPMENT, ETC. TO BE STORED WITHIN THE LIMITS OF THE TREE CANOPIES. 0 ry Ld U ir 1r1% 144 r n 44V J _0 �I a71 rz U CD 4 E-4 C � LLJ �► 6 � Cyd C„_•0► -4- _G U_ L � _0 o E °' p :D c U tD o �..{W IN`.,. 0 c Q d a I 0 LL C:0 00 0 ('o 0) �, N �..� U -6 o 0 ,0 Za U o CI,, • Ij 1�� 0 ' p CD I\ rL Ci ii O C �U o ENGINEER RONALD HENSO4 11, P �., rL REG.' 34836' DESIGN DRAFT CHECK RMH DSG PROJECT NO. 00080J'. DATE AUGUST 2002 SCALE ) „ _ 20' SHEET 2 OF 9 - LEGEND ABBREVIATIONS LEGEND: 9 G= GRATE, R= RiM, A= APRON, S= SLOT, W= WEIR, T= TOP, INV= INVERT, STR= LOT " IS'I TE DATA w B13 BOTTOM OF BANK STRUCTURE, RCP= REINFORCED CONCRETE PIPE, ERCP= ELLIPTICAL RCP, CMP= - a BC - BACK OF CURB CORRUGATED METAL PIPE, RLCMP= ALUMINUM CMP BOULEVARD PLAZA 1. STATEMENT OF INTENT: � j -BACKFLOW PREVENTER SM - BENCHMARK ZONED: GC -2, GENERAL - �MMERCIAL ` v BPC - BURIED POWER CABLE : `, ..• ;" r 4 I cALc - CALCULATED < FLU: GC, GENERAL C:-'.".IERCIAL APi'LICAhiT PfOP©SES Tt;015i.STRUGT A TRUST( BANK.:11UlTH €RIVE THRl1 AND ATIt! �' z C&M - CALCULATED & MEASURED SANITARY STRUCTURE SCHEDULE {. 4.f ExISTING Z A - CENTRAL ANGLE FIRE BA'11+iG.FAClLITIES AS WELLAS AI)OITIEDI�IAL LCiCAL RETAIL SPAcGf THE RETAIL SPACE CBW CONCRETE BLOCK WALL Eng, `_< 2", YV ILL CONTAIN.3 TO 4 RETAIL SHOPS THE SITE WILL UTILIZE EXISTING JOINT ACCESS M � CF - CONCRETE FLUME No. TYPE TOP EL INV EL PIPE SIZE CHW - CONCRETE HEAD WALL HYDRANT O -{ j � ` ( € � DRIVES AND CONNEGTTO EXISTi.ING UTILITIES PRO DED BY THE SHOPPING CEI�TEk. U v� Z zw CLF - CHAIN LINK FENCE A -B 67LF - 8"PVC SANITARY F- F- w w o- - CENTERLINE EXISTING EX NE 39.44 (6,') MAIN 0.32% PLUG N & NW INVERTS ' ji is 3:2 CU - CONCRETE MONUMENT A SANITARY EX R 44.47 EX N 39.25 (6') CORE BORE NEW CONNECTION & ``\ ° �`"' `' EXISTING: Z€?NING. GC -2, GENERAL COMMERCIAL � - p Mo CMP - CORRUGATED METAL PIPE MANHOLE PR R 46.26 EX NW 38.96 8) REPOUR BENCHING. RAISE RiM TO `� } 3f,, FLU: GENERAL. COMMERCIAL Z n U v n CO -CLEAN OUT PR W 39.358 r < p Z cdrrc - CONCRETE ELEV. 46.26, FLUSH w/ SIDEWALK 3= { v COVD - COVERED :1�------� U Q Q _l 16 CP -CONCRETE PAD B SANITARY E 39.14 (8") B -F 26LF - 8"PVC SANITARY W o m o p R 45.65 Z 3. SITE AREA. 0.87 ACRES 5 >- CW -CONCRETE WALKWAY MANHOLE N 39.OB (8) MAIN ®0.32% �� rY >' D&M - OEED/DESC dt MEASURED 4 ;.r._: , /� _ %�%�,`�J� 3`3 ,'' tatADt7RESS 3501 W. LAKE I�iARY BOULEVAf�L7 � Ir >- o a�� DE - DRAINAGE EASEMENT �t�s r� c�1-1 DESC -DESCRIPTION SANITARY C -E 44LF - 6"PVC SANITARY /,.7C74�,G� c]�f�� _ < Z � � C CLEANOUT R 46.40 INV 42.50 (6") _ ern p e� LATERAL ®2.00% Y R+Gre7. +D e7 ® f �� G z p w - DOT INLET `: 75.99 . 4. BtlILDING AREA . �¢ �,� �� j.,/ ry /� �] z OP DUMPSTER PAD " .:_ %..,,., = Y / p�V �5+' L = 39. �e7 TR i$TI~Q EAt�ili11 i;T 1 $F p W Q V DW - DRIVEWAY D SANITARY R 45.90 INV 42.50 (6") D -E 14LF - 6 PVC SANITARY /ry ry r - m ~, FF ,V f? .PES 3 �'I B SF �j O n a m CLEANOUT LATERAL ®1.0% MIN. _ „ R = ! ! 0, l : r , Y•r ^� ' °' I' cn wvv ff� -ELECTRIC METER R ETA i L S H P I'llt!1 EB - ELECTRICAL BOX ' _t. TOTAL BUILDING AREAS:: 4,839 SF j n - ESMT -EASEMENT SANITARY + E -F 34LF - 6"PVC SANITARY Y^ ° :., L = i42. ©$ - -- w o it s [K £/P -EDGE OF PAVEMENT E CLEANOUT R 45.65 INV 41.62 {6") LATERAL 9 2.12% £ V -¢ t , I. _ A a www RM - FLOQD INSURANCE t 771._;:� � " Y4 RATE MAP ', - - " UNDERGROUND ELECT - ; �} 5: P/liRl�iN 's: O pp FFE - FINISHED FLOOR ELEVATION NE 4D,90 (6) FH - FIRE HYDRANT F SANITARY R 46.00 S 39.00 {8"� CUT EXISTING $"PVC SANITARY EXISTING SITE BENCHMARK #2 µ - '" - .�.� ' N- Z N p\i o MANHOLE MAIN AND CONNECT. "-- - -- _ ?-- r - ca A: NUMBER DF.SPACES REQUIREd: N N rN FL -FLOW UNE EX NW 38.96 (8") FIRE _ - _-_ \\��.\ FNO - FOUND CU7 ON BASE OF LIGH�POLE -` _, v'- RETAIL SHOPS 4 838 SF 1 SPACE/2€10 SF 24 SPACES as ao rn NN -G- - GAS LINE HYDRANT ELEVATION = 4.94' :.� = / " apo, -r QfA GAS METER . Qe y f >- -GUY WIRE ANCHOR -` EXIST. "AVC WATER MAIN i HANDICAP PARKING 7__ £I j 1p' SU V.. I R -HANDICAP RAMP -+� <` EXisr 1LDlIyG 'J:�MB PACES �I �^. B ER CF SPACES 7 .. - DEb: INV -INVERT ELEVATION ,%` 2.PO�)� w �SETQgCK SQh IP - IRON PIPE - a: .q % J / _, . ERS - ' e 3• T =:- v µ N �i vii TYPICAL sc �� s�Es W �. R - A>°N ROD Err:,, -.....__ ERiIi�E ua �F�4 R n , 1 ( EITAL NUMBER SPACES PROVIDED: 24 SPACES w T`f LIGHT POLE EXIST. CV �� �'� C) 0 /"I co LSA -LANDSCAPED AREA w ••:.` 3020 Q R 1. _,. : t cI l .... t_ tt MEAS -MEASURED :.; ',,:. _ � ,� - - ". �. + C'�t --..-.. r ..� R - .., n.a._ .-.-.- .. (Q... .O, 6. LAN© USE: --c. -. ... .. .. w O -MITERED END SECTION \1-1 11 ' "IN -MONITORING WELL1. 4012 W h 27.6` 3002 r. . q N&D -NAIL &DISK = / ;' -� Q i . 30 4 LLE _ (°I� Gor1=IA 0 DO NGVD -NATIONAL GEODETIC A - EX P R ESS 5' nrl d-� - " S W 11111, ­ VERTICAL DATUM I I BUILDING 4,839 S1= 11.$ /o NTS -- NOT TO SCALE �w ZONED: GC -2, GENERAL COMMERCIAL {; ��,,1'11 4043/ E..1 �1 '' PAVEMENT SIDEWALK{ ETC. 26 881 SF 53_$ f� a Q) ,4ONE -OVERHEAD ELECTRIC3030 Cd L : ' ' WOL - ON LINE FLU: GC, GENERAL COMP."ERCIAL3030 , ' SUBTOTAL IMPERVIOUS AREA 31 720 SF 74.7% w � �'`� rn� ORB - OFFICIAL RECORDS BOOK t, 11 T0. ,� . I 3030 J`1. 1.' . Q N [.�. v-.1 AC - POiN7 OF CURVATURE , s % / 'A . 3022 .- OPEN SPACE (GREEN AREAS 10,726 SP 25-3°f LL i �`i PEP - PER ENGINEERING PLANS R , � . - W PG -PAGE 's .� 3022 2 TOTAL: 42;446 SF 160.0% i� "'1 Pt - POINT OF INTERSEGTiON ` F I p q 0 • = CL co P&M - PLAT EC MEASURED / T ry / / I Q? ((��.s.s Q PDB -POINT OF BEGINNING �``� `.. a SQ' M 7. FLC>f5R AREA RATA.. {FAR}: "may POC - POINT OF COMMENCEMENT \ ( L"� V PP -POWER POLE N ?s1. `�1. / • ;';'' MAXIlUIIlM ALLOW EC3 0.35 rd �, PS - PARKING SPACES �4{l, I l ' 2 e. P RO PO$ ED c).11 "�I 41 PT POINT OF TANGENCY • 8 3O 2 4 PVC -PLASTIC PIPE / 1 ` a- _ c" `' �c y R CURVE RADIUS + RCP - REINFORCED CONCRETE PiPE r / s 11 , S3 , / -, ;'' SETI�ACK.�1.: R1=%7..11FEEl7 PIQPE3RED "l Q `y /� (� i R/W - RiGHT OF WAY , .LAI I I r ; f, > C Q9 . / j CO - SANITARY MANHOLE i o _ / f FRQNTFRtlllJi CENTERLINE LAKE MARY BLVD.} 1311 189.4, SAN - SANITARY LINE % / " - c b RETAI s SIDE ion 52 SN - SIGN 4s,, R Q BQULEVARD PLAZA REAR 20' 68.7° �+ 00.00 - SPOT ELEVATION 3022 . - 80' # -SD- -STORM/DRAIN LINE <`�j / Zrj' I�DPP.ES In ,� ZONED: GC -2, GENERAL COMMERCIAL `. s w �. STORM MANHOLE T s M;�'1�� SF) `; .," FLU: GC9 GENERAL COMMERCIAL_ 10- UTILITIES. IT] - TRANSFORMER 8'' ' . %/ ,�'+ ��i 3 Z 6-1 f WATER AND SEWER CITY OF SANOORD c;d -T- -UNDERGROUND TELEPHONE �LC' ~. 1 O E 3026 ry I V Q4 WASTE {� �{ / . �( �� y 2 .,T 5C1.LlI3 YY i'i TE CITY OF SANFVRD 0 -STORM INLET �y.S'9,I, '� r, ,.:.: 3 �Q J TO -TDP OF BANK �i�'P �ij' / 25 R <v €3ThIERS:.11:11: SEE COVER SHEET' ' TP -TRAFFIC POLES D \ p� h44 �. < ,:: \\\ 1, . TRAFFIC SIGN �`•�{�` "Q= -11 : NOTE: ON $ITE UTILITIES WILL BE PRIVATELY OWNEI :AND MAINTAINED TR -TELEPHONE RISER 4Y 72� } >- 11 TSB - TRAFFIC SIGNAL BOX ' l / r` ¢ r�+ - , ( " S� LL- m Y qtr I _ _ _ TSW - TRAFFIC SIGNAL WIRE F�" :: F3« _ TV - CABLE TV RISER . �J � '11. PERTHESEMtNOLECOUNTYSCSS€�iLsS�Rtttl:llrTHEQNSITESQtLSAREURDANLANLT(84j, .. UE - UTILITY t EASEMENT f OR�jrE� '1• . �. 4 r Sr�� (z) '� (1 TO 12/r SLOPES,. H'dRC)LC>GiC GROUP D. `� UP UTILITY POLE �'•. ,iIF 3022 77��,,1. 111. 'r.. ��£r SRU k.. • / •L OF DRIVEWAY -W- - WATER LiNE4% t� Q4 2 •; e RS WF -WOOD FENCE a, / d `Y •4 `%` VARIES 12. ; STt?RM.WATER iViAhilGEtUI.ENT Fflf:TMIS SITE 1$ F'RC)Vi®ED i7FF-SITE 1AlITHIN BOUT EVARD7q '- -0- - WATER METER 11 . , " S ((EXTEND TO .! - * :: . / Q. Uj �%� % % %'�%} U EbGE OF PVM ) PLAZA S ii�A-�sTEi RETENTION S''(STEIVI. THt SITZ= NA$ A§SUMED TO BE.76 /o IMPERVIOUS � �t �1 - WATER VALVE .L RtJ S TCO lJ vA� r / cv ., ' -NUMBER /`OA Q '�}' , �' I, RF • �tl,' Q7� Ho E11 ER, AC r EASEMENT NUMBER �J S AL.IMPERVIOUS E'R03i�€)SED IS 74.7°x. EAS �/ :' BAN[a, 3D23 ��/ / STOP BAR �D cn iP t 8 aV ca / To 8E 13_ THERE. 11 NC? ' ; ETLAhiIS tN 'CHE PROJECT SITE. 10 % ' 2 . _ THERMO EXISTING '" / ��'•:. t�,721 SFS a WHITE �: : q- ; ''••,,,� - ' n' '14.' THE PROPERT�i iS 140/ VVITHIWTHE'I6b YEAR FLOOD HAZARD AREA AS.DEPI�`TED ON I- . TREE CHART o , 1 �� a o FEMA oo 4r� (IFti4IvtCER,tTEMAP'hID. z 2;� �� :TIL► SITES Lt3cATEl3 ii�r aNE C_% . � / s,%� -' �� S'I 3i � 305D let a N I." ) _. e,, , , } i,1 3S 30+ ? 2-6" WIDE 'IS. TAKSBACK CAL:"`Ui_ATIONS AND USAGE STAteMENT: 0 ;' I F I / z2, 3022 pLA 3030 EXIST. SAN. MH THERMO YELLow w _ / w10 44 Tf TDP = 44.47 ,$ <. , 1 N STRIPES f ,EEL Zfl . 1•V .. .. .: ' ;: ,, �` LCAT 3 WILL LIT,L.IZE IRRIGATIO WATER StJPPLtEtr► B'f BQliLEtIARD PLAZAS MASTER ' N INV = 3 9.251.1. ;. , _, '� --. ,' l ":- 18' r'J ""'. ' Yd . • .: = :: NE iNV = 39.44' : . ,. }'•' IRRiG 1.1 .1 .N SYST EM L4CATEI3`�3hi:L 7T b. ;7AKEBACt CALCULATiC?NS AREAS FCILLCJItIIS: C) n 1 I = N ? ° ; ` _, 3002 3'R D = � W I. ,r ,� E .. NW INV 39 24' 111 , , oor, ti STOP BAR DETAIL PaTABLE i+fIIATER USAGE:`(4,839 SF)(o.1 GPDISF) - 484 GPD _ '�.., OAR/ 3D©3 L, _T•t #fir>, 3071 t NTS WASTEWATER GENERATED (4, 3$ SF)(0. GP13tSF =. 4s4C Pa (!) `'� aw �`"y £ N A 3022 sai• ,. I' EXIST. 6'p RECLAIi49EEl iIVATER US E 2. / 3020 V y , . -: .:< 1 ` _, -,; �w ..� C SEWER LATERAL 4 .... ... .. i r © 2' I .amow ,� h HC $ _. , EXIST. LIGHT u►+ ---- a .01 r " a 3D02 - POLE, TYP. EXIST. C� �I. ..:. y9 1�,, N 3003 3012 3002 0 0 g? <1 020 '1�.i� d *. - w1.11� lrt N -~ . �� ,� " , ,�: 1,'�; / z. :.. . � w _-` �,__ 5' CLF j w ' , # t=I - 16 , hl®NUS EXIST. -RED d`4:Li (IRRIGA TtL7 Pij. (1 V,i I 1j1`1;I.� Fr-Fi Dli II = Swii VrLd - 16. TRt1STC0 BANK ,NC! THI.E:.R1.ETAIL SIif3PS WILL -CONNECT TO THE EXISTING WATER. . SERWICE STUB SUPPLIED BY BOULEVARD PLAZA BOULEVARD PLAZA HAS A "MASTER" X11 V FO TOF . IMETER THAT -IS BEAD BY THE CITY. EACH UNIT WiLL BE INDIVIDUALLY METERED BY INTERNAL ELECTRONIC METERS.:SEEARCHITECTURALPLANS FOR METER _ �ca N � � _ :: SPEC 1.0 AND LOCATiONS: . . �._.,� _ � 0 __ WHITE LETTERS �- RED '17. THE MONUMENT SIGN,SI-IALL;HAVE A 4` HEIGHT PLANTER BASE, OVERALL HEIGHT N -0 v RED 24"x24" HIGH INTENSITY SHALL NOT EXCEED 'i5' MAXIMUM COPY AREA 1S 6Iy SF (EAC;H SIDE), AND IT SHALL - -6 0 O z G_ . ,--.."�,� ; ° oO �• ,6 5/ �NT� -- 3023 �h �, HYDRA rT SIGN (R5-1) PER MUTCD. STOP SIGN (RI -1) PER MUTCD. CONFORM T(� TAKE L.M.B. GATEWAY CORRIDOR REQUIREMENTS: C 0 O .'. Ali ..31,6+ �, . ' F�� DO NOT ENTER SIGN STOP SIGN 6 w � m I f, �. 1v s , 11 s `s_ (QTS NTS HANDICAP PARKING =+ C "� (J I (`,j U �` I co 8 AVC' 1 2„ SIGN SPACE (FTP -25) O O i� -, = \ EXIST. 6"R - ] j c .-_ ? ryn __ m 11 "® - J �T. f�� W ` 5+-6" WHITE THERMOPLASTIC SYMBOL FTO-25 1h"R C a 3 , g f��Ll� V �'e]J� CONCRETE SIDEWALK_.. uj Q i� ., 0PREVENT ETER < x o ,A �,. - ±4 28 _ `~ iii, u- :. /� d E IY d ` N n V - - Cs h• 5 4" BLUE -:. a - _s v. b - - - ,. y . 4" O w L' <<< { ? SITE BENCHMARK 1 -i N _ U,q - - , ; - �,� CUi ON CP STRIPING C - a F }1. "BOX # is -..: - ! s - 46, i5 4 WHITE STRIP �� "��rrrr w I p _• �`` {quo P33, 6�+ r ` t4� di =. NG - ,.,._ £ , �' . ; < to o 'I 6r . j C U 00 ELEVATiOFf E � L -1- y _ �� 1 - ,.- - R'} s - -„ r, Ai,D 6 `vZv .., v \ - o # f y= AND SIGNAGri . /CAP PARKIN PARKING BY - Ln c C, _u._ LL BE PER n CITY STANDARDS,' DfSABLED 4" c 'it� `\ ' s 'rn1-0 4 O _ PERMIT ., - ; 'O CITY 4RD. 3� , r: 3 ONLY � -. r - - - - w r _ 4- o _... " x "� �-.[ N 1� 6" :1 $" REFLECTIVE TR - "' HLORINATED RU STT -P-11 M �/�� BUR TYPE IH OF PARKING SPACE I+5` I r l C 4 -'� 1 .o ,_._ _ N� ��FD B NOTE: O U- C BEER ALKYD F 5 �__ 12 /`� C 7 UBC `` ERp�s7(� PR AN ILA ED SYMBOL TAI $25O FINE PARKING STALLS SHALL BE MARKED WITH WHITE U v "` - I „ �ONSITE TRAFFIC ARROW do BLUE PAINT PER FLORIDA ACCESSIBILITY CODE O ��/� .' z °�,, _ ® o CITY ORD 1 T --- ------------------------ ,_ c5' ..: oT c �p SECTION , t _ �� �� -, v,�, Cp�O /�Se<F NTS N S " ACGESSBILT A61N ACORDANCE WITH THE ��-'-��'�r.� .y 12 "� T / �` , - - �� FLORIDA ACCESSIBILITY CODE FOR BUILDING ti.r► , / C i7 co y 1� �i✓�,1-7 ; ,., HANDICAP SiGN "-v NOTE: CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT• 1996. C O /� L,, _ SYMBOLS LEGEND 1. ALL SIGNS SHOWN SHALL CONFORM TO AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH C p Q m ' FOOT ROADWAY 8 TRAFFIC DESIGN ' p NTS 4.3 (SHALL CONNECT ACCESSIBLE BUILDING OR O a7 Iq . ... _.. _ACCESSIBLE - A FACILITY ENTRANCES WITH ALL ITEM NO. DESCRIPTION�T STANDARDS ►a61cD. SPACES AND ELEMENTS WITHIN THE BUILDING n- Qj -. - : OR FACILITY. DOORS ACCESSING THE 'L- >_ , __ "..: ,-.._ - 2. ALL SiGNS SHOWN SHALL /� 3002 Sty S1*�il fR1-1 y_ t"' 2�t1t, H>l�I1.I11#eltslty -_, ''.... zr` - °`,,.,� anomer BUILDING MUST BE DEPICTED ON SITE PLAN, a . O Q IS (1. - BE REFLECTDRIZED TO RAMP DETAILS WITH SLOPE INFORMATION v') 303 �c11' of al,`llt�r Sigh: (R5=1}€ ITi�li �I4fQllSlt�,CL ;:: f ` \ OR BY _.,.. Z SHOW THE SA6� COL SHALL BE DEPICTED ON SITE PLAN. Q L �, / )THE LOCATION OF HANDICAPPED PARKING fl11 N 3010 H:i12t-Ile � S' :BItCI pU5>ty �+ee��Det:Tii �-- ' ... ,.:..:,.. ` � i' .- ....1__..,,.. STALLS, LOADING ZONES, SIDEWALKS AND ti -- - NIGHT 3. 2 GALVANIZED STEEL PIPE ,. ,,,._.% ENcfn__ 3i11]ffiiTl[I1CAlki1€lTr}Iy Ste D�Es�II.ER 1955 a T SECURELY NOUNTED ON o a .4. 316 PS N F LTH SFLOR MA 5TAHLAPTER 0 "" .;, .. `� s SECTION 4.1.3 OF THE ID FLORIDA ACCESSIBILITY -- `1. GALVANIZED STEEL CHANNEL 3011 H:111L1i£apS al[ Stri1111Tg� Sec Detail � Z�� .... - CODE. CURB RAMPS SHALL NOT EXCEED i2:1 SLOPES ii Oi11 247'.The i`mo ��jdfi� SIO.. Isar; BOC Inlet-A1I "O w. .:.. �\ POSTS PARKING SPACESAND AISLE SHALL NOZ E'CEE6 _ SD: i CROSS -SLOPE. (TLD 9 ® P - ", r,. 4, INSTALL QUANTITY AND AT RONALD HE�l ON II, P.E., FL REG. 3 30'22. .On7Site 1 rafrk "Arrow, -See Retail LOCATIONS REQUIRED BY NOTE (HANDICAP SIGN ONLY} DE GR CHECK SIGN f 302# G . White SL1CIlilll1. 1- AND TRAFFIC DDE AND/OR AS INDICATED ALL LETTERS SHALL BE BLACK AND SHALL "; - ON DRAWINGS CONFIRM ALL CONFORM TO FOOT 'ROADWAYA RMH DSG 3�� : fs 4'clios StrT0i1F s I STANDARDS". DESIGN STA D RDS" 3030 Cur bed r3{i4rc11I►a`1ITE .. 1I:1 1♦fil%. SCC DC#aiI z HANDICAPPED SIGNAGE CRASS 5DD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED PROJECT N0. A 3 "T CODES. Q .. ENGINEERING GRADE) BLUE BACKGROUND WITH (� (� V (} I 301[1 C'011el'ete DumpSte1' Pad with C' NlasOnry Screen Wall ;' - 5, HANDICAP SIGN 10 BE FOOT WHITE REFLECTORIZED LEGEND AND BORDER- V 0800 Ene7ctsure (3 skies) Exterio Fn1iSIII 811E Color to, Moat 6 INSTALL - s• GRADE) TE DATE ,, " :. T 10 OF SHA E A BOTTOM PORTION SIGN LL HAVE A AUXILLARY SIGN EF T I D N llil�lillgy See Detail /BELOW FTP -25 DR 2fi I I I Ilrl BACKGROUND WITH BLACK/SDRDER.WHITE 1. 1. AUGUST 2002 3050 Unud6 Elf O verb * A Oi111 op19 sSCC 1'CllitCl?Lllral l�l.�n INDICATING, FINE FOR ILLEGAL � � 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. . 1.1.� SCALE r 4Q�2 1-112". Reduced C BAclkillt}:il'tYCI1.ltel; t3�e Dt#lil USE I5 �256.DD (fi"X 12" WHITE 5. HEIGHT OF SIGN SHALL 8E 7' ABOVE GROUND " IN ACCORDANCE WITH FOOT "ROADWAY AND TRAFFIC BACKGROUND, BLUE LEGEND !k BORDER}, 1'-g ' O' r DESIGN STANDARDS". x 043 2S' Poly Water Ser -dee Tuhmg y SIGN NOTES HANDICAP SIGN POST DETAILS HANDICAP DETAIL SHEET NTS NTS NTS 3 OF 9 �61 SIIE EKNCHMAKK BOX CUT ON B45EY#y __ .. OF LIGHT POLE ,`"� -- - T_ - _�., - T - - . ELEVATION = 47.99 ro _ a oo -- rq A i . Y f 4 • ` v qN ° x OPEN CUT� REPAIR EXISTING` SqN ASPHALT & C . URB AS zf, \ REQUIRED TO INSTALL ' STORM MANHOLE '#'* t j � s „ �CO REPLACE EXISTING CONC. CURB. li ENSURE THE TOP OF CURB IS--,-�. Jaz 6 ABOVE THE NEW ASPHALT. r f( K� K 'K. 3� 4' mm S4N rA6'�F (1 PROJECT SITE LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB 1 - BACKFLOW PREVENTER BM - BENCHMARK BPC - BURIED POWER CARLE CALC - CALCULATED C&M - CALCULATED & MEASURED 96 - CENTRAL ANGLE caw - CONCRETE BLOCK WALL CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL TYPE C - CHAIN LINK FENCE CLF - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONC - CONCRETE COVD -COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY qn> - ELECTRIC METER £B - ELECTRICAL BOX ESMT - EASEMENT E P - EDGE OF PAVEMENT IRM - FLOOD INSURANCE 3 RATE MAP FFE - FINISHED FLOOR ELEVATION FH - FIRE HYDRANT FL - FLOW LINE FND - FOUND -G- - GAS LINE 43@> - GAS METER >_ - GUY WIRE ANCHOR R- HANDICAP PARKING - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH 0 u-w<<wm z � Ln - LIGHT POLE LSA - LANDSCAPED AREA MEAS - MEASURED ®- MITERED END SECTION 0 - MONITORING WELL N&D - NAIL & DISK NM - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OH£ - OVERHEAD ELECTRIC OL - ON LINE ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POG - POINT OF COMMENCEMENT PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE RIW - RIGHT OF WAY SANITARY MANHOLE SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SO- - STORM/DRAIN LINE 0 - STORM MANHOLE "1 W - TRANSFORMER -T- - UNDERGROUND TELEPHONE ® - STORM INLET TO - TOP OF BANK TP - TRAFFIC POLE CO - TRAFFIC SIGN TR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE TV - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT UP - UTILITY POLE -W- - WATER LINE V F - WOOD FENCE -� - WATER METER ►t - WATER VALVE NUMBER ® - EASEMENT NUMBER EXISTING TREE CHART VARIES k g 5 CL 3 z 4�' OAK 81 P - 2 y }a 2 "TIE yq '+ `�' ei3 I EF ' S OAK �61 SIIE EKNCHMAKK BOX CUT ON B45EY#y __ .. OF LIGHT POLE ,`"� -- - T_ - _�., - T - - . ELEVATION = 47.99 ro _ a oo -- rq A i . Y f 4 • ` v qN ° x OPEN CUT� REPAIR EXISTING` SqN ASPHALT & C . URB AS zf, \ REQUIRED TO INSTALL ' STORM MANHOLE '#'* t j � s „ �CO REPLACE EXISTING CONC. CURB. li ENSURE THE TOP OF CURB IS--,-�. Jaz 6 ABOVE THE NEW ASPHALT. r f( K� K 'K. 3� 4' mm S4N rA6'�F (1 PROJECT SITE 12" CONC. CURB (6'-12•) &LANDSCAPING I 5,8' 33' CONCRETE 35.3' 5' 42' GRASS SOD J- DRIVE THRU TELLERS LAND CONC. C4 (LANDSCAPING TRUSTCO SCAPE SIDE (� Q BANK WALK PROP. PAVM'T. SEE EXIST. ASPHALT c�,1 V -CURB CONCRETE- E-� F.F. 46.50 2�� PAVEMENT SCHEDULE DRIVE - ISLAND J - f2y°V-CURB STRIP & REMOVE ALL SURFACE 00 ORGANICS. FILL & COMPACT TO EC TIO � r A— — � 95% MAX. DENSITY PER AASHTO \V/ T-180 IN MAX. 12" LIFTS NTS J EASTc;d WEST P/L PA W PROJECT SITE PROJECT SITE 4A GRASS SOD / C[ �y LANDSCAPING Z 5.8' 22' 7' 5' 50' CONC. Sa 42' GRASS SOD/- LAND CONC. VARIES < C) (LANDSCAPING PROP. PAVM'T, SEE I SCAPE SIDE RETAIL (5.4'-11.2') I w q� tf4 PAVEMENT SCHEDULE? WALK SHOPPES PROP. PAVM'T, SEE .. . / F.F. 46.50 27 � PAVEMENT SCHEDULE EXI TASPHALT � DRIVE - - /V -CURB rf2%" _ f2%�-V-CURBA�' V -CURB � STRIP & REMOVE ALL SURFACE ORGANICS. FILL & COMPACT TO CD 95% MAX. DENSITY PER AASHTO Z — B T-180 IN MAX. 12" LIFTS --- - B ❑ NTS < SOUTH NORTH c w LK MARY P/L / 0) 44 PROJECT SITEP PROJECT SITE � CC BOULEVARD GRASS SOD / LAND CD 64 LANDSCAPING SCAPE VARIES VARIES (11.2'-12.9') 4.5' 60' 13.2' 12' 13.5'-16.3') EXISTING ER CONCRETE GRASS SOD �/ ENTRANCE SIDEWALK RETAIL LANDSCAPIN EXISTING I SHOPPES I� CONCRETE L2% F.F. 46.50 V -CURB r2% EXISTING SIDEWALK --------- 2%, RETENTION V -CURB ,t 2%y POND -PROP. PAVM'T, SEE ., PROP. PAVM'T, SEE PAVEMENT SCHEDULEc� PAVEMENT SCHEDULE STRIP & REMOVE ALL SURFACE e ORGANICS. FILL & COMPACT TO SECTIONC— C 95% MAX. DENSITY PER AASHTO >~ cL E T-180 IN MAX. 12 LIFTS NTS- Q c: C) o LO NORTHF- W a) P/L .ti LL1 N �_ PROJECT SITE p Z5 w Cr) > C w H ❑ ° Q Exisn0 NG � .. ENDRlVECE I 0 O SAW CUT & REMOVE u_ EXIST. CONC. CURB EXISTING "I 2q;I RETENTION U _ ❑ 000 POND '^ ° ' v 5 0 Lu 0 PROP. PAVM'T, SEE . ` PAVEMENT SCHEDULE C i. o 10z SECTION I) .D � V � 0 NTS 0 j\\ m M ``ryll JJl + 0)0 0 � C 0 ch c: m o O DRAINAGE STRUCTURE SCHEDULE ENGINEER a- - P__.E.kEG 3+338 RONALD HENS 0, , FL PAVEMENT SECTIONS DESIGN DRAFT u.I a d- No. TYPE TOP EL INV EL PIPE SIZE (D (D 9 PROJECT NO. 000801 1 TYPE C G 45.00 W 41.75 (15") 1-2 13LF - 15"RCP 0 1.92% Z z DATE AUGUST 2002 INLET W� v 6" LIMEROCK BASE COMPACTED 6" STABILIZED SUBGRADE 00 an p Q w LIGHT DUTY STORM MH TO 96% MODIFIED PROCTOR EX 39.47 18" ( SAW CUT EXIST. 18"RCP STORM 2 TYPE P BOT R 45.71 ,) E 41.50 (15') CULVERT AS REQUIRED TO INSTALL z zw I- m1 w a TYPE I TOP TYPE I COVER STABILITY 1,500 LBS. LBR 100 (PRIMED) NEW STORM MANHOLE z = m � U �Mp a Q U SUBGRADE COMPACTED 3 TYPE C G 44.75 NE 42.20 (15") 3-4 99LF - 15" RCP @ D_20% Vz �1 v w N 00 0 0 d ° INLET REINF. w/ D5 x D5 13 x 13 WWF MAXIMUM DENSITY PER U o ° : PAVEMENT 3" - 4" SLUMP AASHTO T-180 LLj m w O> -Z „ EX NE 41.37(16) SAW CUT EXISTING INLET AS 4 EXIST. STORM INLET G 44,38 SW 42.00 15' ( �) REQUIRED TO INSTALL NEW 15"RCP REGROUT INLET FLOWLINE, 0 u-w<<wm z � Ln ¢ U BYO 0wway�- O IL 0_ m 5 F- inNu , ®5 ��, w � a N N N NC%j \\\ N N :q �N \U.\\\ c0oDmCJN 0 0 0 T T "1 W CO 6.400 EAST PROJECT SITE Ld U LO co VARIES 7' GRASS SOD CL 12" CONC. CURB (6'-12•) &LANDSCAPING I 5,8' 33' CONCRETE 35.3' 5' 42' GRASS SOD J- DRIVE THRU TELLERS LAND CONC. C4 (LANDSCAPING TRUSTCO SCAPE SIDE (� Q BANK WALK PROP. PAVM'T. SEE EXIST. ASPHALT c�,1 V -CURB CONCRETE- E-� F.F. 46.50 2�� PAVEMENT SCHEDULE DRIVE - ISLAND J - f2y°V-CURB STRIP & REMOVE ALL SURFACE 00 ORGANICS. FILL & COMPACT TO EC TIO � r A— — � 95% MAX. DENSITY PER AASHTO \V/ T-180 IN MAX. 12" LIFTS NTS J EASTc;d WEST P/L PA W PROJECT SITE PROJECT SITE 4A GRASS SOD / C[ �y LANDSCAPING Z 5.8' 22' 7' 5' 50' CONC. Sa 42' GRASS SOD/- LAND CONC. VARIES < C) (LANDSCAPING PROP. PAVM'T, SEE I SCAPE SIDE RETAIL (5.4'-11.2') I w q� tf4 PAVEMENT SCHEDULE? WALK SHOPPES PROP. PAVM'T, SEE .. . / F.F. 46.50 27 � PAVEMENT SCHEDULE EXI TASPHALT � DRIVE - - /V -CURB rf2%" _ f2%�-V-CURBA�' V -CURB � STRIP & REMOVE ALL SURFACE ORGANICS. FILL & COMPACT TO CD 95% MAX. DENSITY PER AASHTO Z — B T-180 IN MAX. 12" LIFTS --- - B ❑ NTS < SOUTH NORTH c w LK MARY P/L / 0) 44 PROJECT SITEP PROJECT SITE � CC BOULEVARD GRASS SOD / LAND CD 64 LANDSCAPING SCAPE VARIES VARIES (11.2'-12.9') 4.5' 60' 13.2' 12' 13.5'-16.3') EXISTING ER CONCRETE GRASS SOD �/ ENTRANCE SIDEWALK RETAIL LANDSCAPIN EXISTING I SHOPPES I� CONCRETE L2% F.F. 46.50 V -CURB r2% EXISTING SIDEWALK --------- 2%, RETENTION V -CURB ,t 2%y POND -PROP. PAVM'T, SEE ., PROP. PAVM'T, SEE PAVEMENT SCHEDULEc� PAVEMENT SCHEDULE STRIP & REMOVE ALL SURFACE e ORGANICS. FILL & COMPACT TO SECTIONC— C 95% MAX. DENSITY PER AASHTO >~ cL E T-180 IN MAX. 12 LIFTS NTS- Q c: C) o LO NORTHF- W a) P/L .ti LL1 N �_ PROJECT SITE p Z5 w Cr) > C w H ❑ ° Q Exisn0 NG � .. ENDRlVECE I 0 O SAW CUT & REMOVE u_ EXIST. CONC. CURB EXISTING "I 2q;I RETENTION U _ ❑ 000 POND '^ ° ' v 5 0 Lu 0 PROP. PAVM'T, SEE . ` PAVEMENT SCHEDULE C i. o 10z SECTION I) .D � V � 0 NTS 0 j\\ m M ``ryll JJl + 0)0 0 � C 0 ch c: m o O ENGINEER a- - P__.E.kEG 3+338 RONALD HENS 0, , FL PAVEMENT SECTIONS DESIGN DRAFT CHECK RMH DSG (D (D 9 PROJECT NO. 000801 LEGEND TYPE DATE AUGUST 2002 6" LIMEROCK BASE COMPACTED 6" STABILIZED SUBGRADE LIGHT DUTY 1-1/4" TYPE S-3 ASPHALTIC TO 96% MODIFIED PROCTOR COMPACTED TO 98% MODIFIED H CONCRETE, MIN. MARSHALL MAXIMUM DENSITY PER AASHTO T-180, PROCTOR MAXIMUM DENSITY PER PAVEMENT STABILITY 1,500 LBS. LBR 100 (PRIMED) AASHTO T-180, LBR 40 SCALE ) fs 20f SUBGRADE COMPACTED SHEET a12" CONCRETE 6" - 3,000 PSI CONCRETE N/A TO 98% MODIFIED PROCTOR d ° REINF. w/ D5 x D5 13 x 13 WWF MAXIMUM DENSITY PER 4 OF 8 ° : PAVEMENT 3" - 4" SLUMP AASHTO T-180 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE - 2" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. Y„ POTABLE WATER MAIN POTABLE WATER MAIN 10" TO 18" PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE, NMN 11311114 3l -IDd NMN 1131YM 3MVI NMN 113LYM 3TBv1Dd ', ' POTABLE WATER MAIN POTABLE 'NATER MAIN POTABLE WATER MAIN i POTABLE WATER MAIN ' POTA(9(.E RATER MAW POTABLE WATER MAIN PAPER BACKED ADHESIVE TAPE (TYPICAL) 12" R 4AW MAX. POTABLE WATER MAIN � 1" POTABLE wA1Eli MAW � 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS EIEE IDENTIFICATION (POTABLE WATERT CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE TRENCH WIDTH VARIES SEE NOTE 10 OF EXISTING PAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE - -� PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE, SEWER LINE SEWER LINE ID" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 3411 113ms 3Nn 113n75 3Nn B3ow /i MWER LINE SEMR LINE SEWER UNE 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 7Nrl 33WS 31417 UIMN 3Nn IUAN ,SEWER LINE SEWER LINE SEWER LINE PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I__ 12" --1 RUE MAX. sm TIN[ SEWER LINE 6' FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS BEE IDENTIFICA� f SEWER - EORCE MAIN AND GRAVITY CITY OF SANFORD 1999 FIG. 108 GROUND LEVEL " `� L 2" MIN. ASPHALTIC CONC. �C( MAX. CONTINUOUS 3I WHEN FLEXIBLE PAVEMENT MIN. Lam`. N Y U GENERAL IS CUT. D 0 METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH SEE NOTE 2 NGLE MAY VARY X m o 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A B. LETTERING: 'CAUTION: WATER LINE ` BURIED BELOW" OR SIMILAR WORDING. Z Ld 2. RECLAIMED WATER 4. SEWER FORCE MAIN ti SEE NOTE 4 W /. � w t-- aWi1 MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. PIPE O -D. PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND ~ (SEE FIG. 400) UTILITY PIPE WARNING TAPE CITY OF SANFORD ROTATE 1999 FIG. 111 SERVICE (3' MIN.) TERMINAL DEPTH (SEE NOTE 1) N a > ^� (TYP.) 6" (TYP) SINGLE DOUBLE t } 2b3 6" (TYP} NOTES: L: PER SPECIFICATIONS SELECT 0 15" MIN, .c Ix INSIDE WALL SELECT COMMON z a COMMON 4- RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL I' -'i (SEE DETAIL) 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LAIMAL DETAIL / FILL La O 00 o PRE -PRIMED 5 Oo m �o`¢o gn�olnrl BEDDING ROCK a W N w BENCHING PER SPECIFICATIONS a �' o OEOdO PIPE BEDDING 0 0 0� LJ PRE -PRIMED PRE-MDLDED (SEE NOTE B dt 9) UNDISTURBED NOTES: EARTH 1. PIPE BEDDING. SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER JOINT SURFACES JOINT SEALER WITH AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE PROTECTIVE WRAPPER AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, I MIN. I 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND (WRAPPER TO THE ENGINEER AND � LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. I 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. APPROVED BY THE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SQUEEZE -OUT SQUEEZE -OUT SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 2 ` MIN. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6' MINIMUM FOR PIPE DIAMETER 16' SECTION JOINT AND LARGER. PRECAST MONOLITHIC DETAIL 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. CITY OF SANFORD 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE 1999 GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL: CITY OF SANFORD 1999 FIG. 100 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE, SEWER LINE SEWER LINE ID" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 3411 113ms 3Nn 113n75 3Nn B3ow /i MWER LINE SEMR LINE SEWER UNE 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 7Nrl 33WS 31417 UIMN 3Nn IUAN ,SEWER LINE SEWER LINE SEWER LINE PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I__ 12" --1 RUE MAX. sm TIN[ SEWER LINE 6' FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS BEE IDENTIFICA� f SEWER - EORCE MAIN AND GRAVITY CITY OF SANFORD 1999 FIG. 108 GROUND LEVEL I II 18"VINYL �C( MAX. CONTINUOUS 3I WARNING TAPE MIN. WHEN FLEXIBLE PAVEMENT IS CUT TYPICAL UTILITY PIPE Y U GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: LOT 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: 'CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR: PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B_ LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE CITY OF SANFORD ROTATE 1999 FIG. 111 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAVMENT (TYP.) W/ SIZE DF PIPE FINISHED GRADE --� UNDISTURBED 1 v) EARTH \ ° - (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TREK• H BACKFILL.• COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASNTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREA'.-, ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7- REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES, TYPE B BEDDING AND OPEN -CUT_ DETAIL CITY OF SANFORD 1999101 TF� BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) - THREADED NIPPLE (TYP.) SLOPE FROM MAIN z a s s: N N M FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 50013). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5006) 5_ ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008). 6_ THE ENTIRE: ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) DOUBLE.K OR REDUCED PRESSURE ZONE DEIE= ASSEM= CITY OF SANFORD 1999 FIG. 500A CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS I` I II L 2" MIN. ASPHALTIC CONC. �C( J D UNE SEWER MAIN G (SEE FIGURE 202) WHEN FLEXIBLE PAVEMENT IS CUT \ �li� Y U N w SERVICE GLEAN -OUT SEE NOTE 2 � NGLE MAY VARY yY' m 0 o U 15'-10' ELEVATIONS SHOWN IN LOT z Z /t UNPAVED AREAS_ ul 2 COURSES OF BRICK (MIN.) LOCATOR DEVICE 6" 45' � SEE NOTE 4 4 COURSES (MAX.) a v a 2 PLAN (SEE NOTE 2) / PIPE O.D.ff EXTERIOR PAINTED TO MATCH r i S -D" MAX. 5" 2'-0" BUILDING EXTERIOR. PAINT TERMINAL DEPTH ROTATE 6" PVC AS REQUIRED FOR 3D' (TYP.) SPRING LINE SERVICE (3' MIN.) TERMINAL DEPTH (SEE NOTE 1) I f a > ^� (TYP.) BITUMINOUS EPDXY COATINGS SINGLE DOUBLE t } 2b3 6" (TYP} NOTES: L: PER SPECIFICATIONS 4°-0" 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION 15" MIN, .c Ix INSIDE WALL SELECT COMMON z a w o 4- RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL I' -'i (SEE DETAIL) 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LAIMAL DETAIL ENCLOSURE NTS FILL m Z FIG. 204 PRE -PRIMED --- --�- W w BENCHING PER SPECIFICATIONS UNDISTURBED 1 v) EARTH \ ° - (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TREK• H BACKFILL.• COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASNTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREA'.-, ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7- REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES, TYPE B BEDDING AND OPEN -CUT_ DETAIL CITY OF SANFORD 1999101 TF� BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) - THREADED NIPPLE (TYP.) SLOPE FROM MAIN z a s s: N N M FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 50013). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5006) 5_ ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008). 6_ THE ENTIRE: ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) DOUBLE.K OR REDUCED PRESSURE ZONE DEIE= ASSEM= CITY OF SANFORD 1999 FIG. 500A CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS I` I II LAT WYE WITH MANHOLE FRAME & COVER 6" BRANCH D UNE SEWER MAIN G (SEE FIGURE 202) 1 1/2" GALV. STEEL PIPE CAST IN PLACE FLUSH WITH SET COVERS FLUSH IN PAVMT. BEND 6" BRANCH SERVICE GLEAN -OUT CONCRETE PAD FOR CENTER PAVED AREAS & AT �y REMOVABLE PERMANENT PLUG (TYP) FRAMES BEDDED IN MORTAR 15'-10' ELEVATIONS SHOWN IN LOT z Z LINE UNPAVED AREAS_ x'J 2 COURSES OF BRICK (MIN.) LOCATOR DEVICE 6" 45' � CONCRETE PAD (3000 4 COURSES (MAX.) SCREENWALL. STUCCO FINIS V-6" MIN. SERVICE CLEAN-OUT PLAN (SEE NOTE 2) I EXTERIOR PAINTED TO MATCH SLOPE TO 6" PVC i S -D" MAX. 5" 2'-0" BUILDING EXTERIOR. PAINT TERMINAL DEPTH ROTATE 6" PVC AS REQUIRED FOR 3D' (TYP.) SPRING LINE SERVICE (3' MIN.) TERMINAL DEPTH (SEE NOTE 1) I f a > ^� (TYP.) BITUMINOUS EPDXY COATINGS SINGLE DOUBLE t } 2b3 FINISH GRADE NOTES: L: PER SPECIFICATIONS 4°-0" 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION 15" MIN, .c Ix INSIDE WALL OUTSIDE WALL (SEE NOTE 5) --'""111 4- RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL I' -'i (SEE DETAIL) 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LAIMAL DETAIL ENCLOSURE NTS CITY OF SANFORD 1999 FIG. 204 PRE -PRIMED --- --�- JOINT SURFACES BENCHING PER SPECIFICATIONS L}o LJ PRE -PRIMED PRE-MDLDED ¢PLASTIC JOINT SURFACES JOINT SEALER WITH REINFORCEMENT AND JOINT > PROTECTIVE WRAPPER DETAIL TO BE DESIGNED BY I MIN. I (WRAPPER TO THE ENGINEER AND � I 8" MIN, BE REMOVED) APPROVED BY THE COMPLETED JOINT WITH CITY. ►19"� -�Ig"�� SQUEEZE -OUT SQUEEZE -OUT BEDDING ROCK 2 ` MIN. SECTION JOINT CAST -IN-PLACE PRECAST MONOLITHIC DETAIL CONCRETE BASE TYPICAL MANHOLE BASE DETAIL CITY OF SANFORD - I 1999 FIG. 200A VARIES TYP TYPE LAT WYE WITH d N 4 W 6" BRANCH D UNE SEWER MAIN G SIZE VARIES 1 1/2" GALV. STEEL PIPE CAST IN PLACE FLUSH WITH 5' MAX. 6" 45 WYE WITH PAVMT. BEND 6" BRANCH SERVICE GLEAN -OUT CONCRETE PAD FOR CENTER (SEE NOTE 2) REMOVABLE PERMANENT PLUG (TYP) PLUG (TYP) SERVICE CLEAN-OUT 15'-10' (SEE NOTE 2) LOT z Z LINE IB TYPICAL LOCATION OF � 4 LOCATOR DEVICE 6" 45' � CONCRETE PAD (3000 BEND {.} SCREENWALL. STUCCO FINIS NTS SERVICE CLEAN-OUT PLAN (SEE NOTE 2) FINISHED GRADE EXTERIOR PAINTED TO MATCH SLOPE TO 6" PVC i TERMINAL DEPTH AT 1.0% MIN. (TYP) BUILDING EXTERIOR. PAINT TERMINAL DEPTH ROTATE 6" PVC AS REQUIRED FOR 3D' (TYP.) SPRING LINE SERVICE (3' MIN.) TERMINAL DEPTH (SEE NOTE 1) (TYP.) AS REQUIRED FOR SERVICE (3' MIN.) SEWER MAIN ^� (TYP.) N SINGLE DOUBLE SERVICE SERVICE PROFILE FINISH GRADE NOTES: L: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED (2) #5's CONTINUOUS -/12" AT THE END OF EACH SERVICE STUB -OUT. B" 4- RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. (SEE DETAIL) 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LAIMAL DETAIL ENCLOSURE NTS CITY OF SANFORD 1999 FIG. 204 TEE PRECAST MANHOLE .' WALL INFLUENT SEWER (SEE NOTE 3) '• CONCRETE ENCASEMENT OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND 2" PRECAST STANDARD DROP DETAIL MANHOLE ' WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP PRECAST WALL (SEE NOTE 2) MANHOLE ' WALL �. STAINLESS STEEL r PVC OR !' BAND SPECIAL DETAIL FOR 24" DIAMETER DIP PIPE AND LARGER STAINLESS STEEL • • PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER_ 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 CITY OF SANFORD PROVIDED DETAILS PARKING 6' 6" BOLLARD 6' HIGH TYPICAL EACH SIDE. SEE BOLLARD DETAIL 4 'd d G 1'x 1' CHAMFER, TYP. W z 4 g 4. J 4 4 6' HIGH PRESS TREATED WOAD FENCE o TYPE !3" BDLLARO S ;a ,- d N 4 W MOUNTED ON A 1 1/2" DIA. GALV. STEEL FRAME WITH 3/8" ROUND TRUSS BARS & TURNBUCKLES. PROVIDE CENTER STOP BAR.. D ;t G U U a 1 1/2" GALV. STEEL PIPE CAST IN PLACE FLUSH WITH FINISH GRADE PAVMT. 0 24" D.G. AND FILL FILLED w/ (1) #5 CONTINUOUS CONCRETE PAD FOR CENTER CELLS WITH CONCRETE 0o STOP 6' CONC. PAD W/ LOOP OF #4 REBAR a, PVC FRAME AND SOLID UD; NEENAH R -1974-A OR APPROVED EQUAL; w_/ 6" DIA. CLEAR OPENING ---6" PVC CLEANOUT STACK "15" - 45' BEND FLOW __AV_ 8' PVC 6"XB' WYE SANITARX CLEANOUT NTS RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY' OR "WATER AIR RELEASE" 'SEWER AIR REIFASF 'OR "GTnIaM WATER" AS APPLICABLE ALL COVERS Ilcr OR EQUAL. PLAN 6" 0 SCHEDULE 40 BLACK IRON TYPE A PIPE FILLED WITH CONCRETE C D CONCRETE ASPHALT #5 CONTINUOUS LINTEL COURSE CON C. FINISH GRADE PAVMT. 0 24" D.G. AND FILL FILLED w/ (1) #5 CONTINUOUS 4'-5" CELLS WITH CONCRETE E 5 C.F. CONCRETE ANCHOR L 15'-10' d'-6" N �- OR AS OTHERWISE SHOWN IB 8"x8"06" MASONRY6" L6. 6"--I CONCRETE PAD (3000 p.sA CONC.) SCREENWALL. STUCCO FINIS NTS W/ 6X6 #10-10 W.W.M. EXTERIOR PAINTED TO MATCH v a w TYP. BUILDING EXTERIOR. PAINT 12' PAD 6' INTERIOR TO MATCH BUILDING p ^� N { PARKING LOT FINISH GRADE [V N L: (2) #5's CONTINUOUS -/12" 6" BOLLARD B" CENTER STOP (SEE DETAIL) SINGLE DUMPSIEE ENCLOSURE NTS N.T.S. 6' CONC. PAD W/ LOOP OF #4 REBAR a, PVC FRAME AND SOLID UD; NEENAH R -1974-A OR APPROVED EQUAL; w_/ 6" DIA. CLEAR OPENING ---6" PVC CLEANOUT STACK "15" - 45' BEND FLOW __AV_ 8' PVC 6"XB' WYE SANITARX CLEANOUT NTS RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY' OR "WATER AIR RELEASE" 'SEWER AIR REIFASF 'OR "GTnIaM WATER" AS APPLICABLE ALL COVERS Ilcr OR EQUAL. PLAN 6" 0 SCHEDULE 40 BLACK IRON INLET DIMENSIONS TYPE A PIPE FILLED WITH CONCRETE C D C PAINTED YELLOW (2 COATS) I 1 4'-5" FINISH GRADE 0 V-5' CONCRETE PAD 4'-5" I E 5 C.F. CONCRETE ANCHOR L 15'-10' d'-6" N �- OR AS OTHERWISE SHOWN IB We L6. 6"--I _908 W Jld.'IfJ.VL'iR01 NTS INLET DIMENSIONS TYPE A B C D C 3'-4" 2'-0' 4'-5" 3'-1" 0 V-5' 4'-1" 4'-5" 3'-1" E 4'-4' 3'-D' 15'-10' d'-6" "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. '-MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE ERAME AND COWER CITY OF SANFORD 1999 FIG. 202 FnRrr MAIM MAKI"nI W 1 IMC70 DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 7-12 13-20 21-25 26-35 48-53 W F USE CAST IRON TRAFFIC BEARING GRATE J J z z 61-66 FOR INLET TYPES C & E. USE STEEL w o GRATE FOR TYPE D INLETS. W #4 BA!;5-12' O.C. A Wo o � (EACH WAY) N �- 8,1 IB g' z o 2.T _908 W 2"C. I. v a w TYP. N2 p { [V N L: �- 6 B" SECTION PLAN TYPE C.D & E„ IN F.D.O.T. INDEX #232 N.T.S. "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. '-MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE ERAME AND COWER CITY OF SANFORD 1999 FIG. 202 FnRrr MAIM MAKI"nI W 1 IMC70 DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 7-12 13-20 21-25 26-35 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 2008 rl6' 9 �1/2" R. PAVINGASPHAASPHALTIC CONCRETE E fn e PAVING !4 v. ' a �e VERTICAL CUR® (V -CURB) N.T.S. VARIES SEE PLANS Ramp Curb c Ramp Curb 19 n Lk�%1 PLAN VIEW PICTORIAL MEW CURBED SIDEWALK RAMP NTS 120' MAX 120' MAX. 30' MAX. 30' MAX. 30' MAX. A D D D D D E D D F D D A 1/2- 161.5'1 /2-55' S' 5' S' 1S 5!1- 1 1 1� CURB N r TURNOUT OR OTHER RIGID STRUCTURE SAWED JOINTS 1/11 A B C B C 8 C B C 8 A Lf2 5' S 15' 5' S'S' 5 5' 5' `w TURNOUT OR OTHER RIGID STRUCTURE OPEN JOINTS LONGITUDINAL SECTION JOINT LEGEND A- 1/2" EXPANSION JOINTS (PREFORMED JOINT FILLER) B- 1/8" DUMMY JOINTS, TOOLED C- 1/8" FORMED OPEN JOINTS D- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (96 HOUR) MAX. 5' CENTERS E- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (12 HOUR) MAX. 30' CENTERS F- 1/2" EXPANSION JOINT WHEN RUN OF SIDEWALK EXCEEDS 120' G- COLD JOINT WITH BOND BREAKER, TOOLED SIDEWALK EXPANSIM JOINTS FDOT INDEX # 310 NTS ADJACENT TO PAVEMENT CONC. SIDEWALK ASPHALT 1n a a PAVM'T BASE 5" 6" CONCI, F 1 3000psi W/.. 5" SLUMP ;--} - NTS H F- LLJ W O O Z 0 0 O (0 F- I- Ld LOLL W d CL 0 0 L11 0 Ld L1J iY L3. r O O M d 04 C)�Co LL tl r, co w E, h� a_44 44 ­t� Qi O lRr s ' C/j o c `4 C48 VVV � r q 1 0 I- w c! J CV3 ' i1 6.4 N 1: • � O C - 4) m D C o (U Q (1) o W I- Ei O > Q D7 c Q rLLI o 1'- • Q) Q �7U LL� O 4= .� I LLl Com► 4) 0 = Co c: 01 LLl c 0 0 `O N '`+&WOO W I� o N �� �aLL U .I � • IL I\ co ® 0 -2 r) o OO .Q 0 LL � ENGINEER All- ONALD HEN ON 11, P. E., FL REG. 3485 DESIGN DRAF �HECK RMH. DSG PROJECT NO. O{)OSODT DATE AUGUST 2002 SCALE NONE SHEET SECTION 01010 - SUMMARY OF THE WORK Construction of a paved parking area to serve a Trustco Bank and Retail Shoppes. Associated Improvements include storm drainage, underground utilities, landscape and irrigation to serve the proposed development. Contractor shall refer to the soils investigation report as prepared by Universal Engineering Sciences, Inc, for existing soil conditions and supplement as necessary to provide complete bid_ Contractor Use of Premises: . Use of the Site: Confine operations at the site to the areas. permitted. Portions of the site beyond areas on which work is indicated are not to be disturbed. Lock automotive type vehicles and other mechanized or motorized construction equipment, when parked and unattended. Do not leave vehicles or equipment unattended with the motor running or ignition key in place. Pre—Construction Meetings: Contractor shall notify Engineer prior to all pre—construction meetings with City/County or Utility Companys. If no pre—construction meetings are required, then a pre—construction meeting must be held with the Engineer, the General Contractor and approprate sub—contractors. The contractor shall coordinate the construction of paving and storm drainage with all other construction and shall be responsible for location of and protection of existing underground utilities during construction. All underground utilities must be installed prior to preparation of subgrade for pavement. Prior to beginning any work on—site, General Contractor shall obtain, from the Engineer, the existing Storm Water Pollution Prevention Plan (SWPPP), and take the following steps: 1. Contractor to review and modify the plan as necessary to comply with the U.S. Government Environmental Protection Agency (EPA), as required by the Clean Water Act and must comply with the Florida Department of Environmental Protection (FDEP) requirements for the National Pollutant Discharge Elimination system (NPDES) permit. 2. Fill in oil required areas within the SWPPP. Including but not limited to: A. SWPPP Coordinator, Company Name, Adress, Phone Numbers B. SWPPP Team Members, Company Name, Adress, Phone Numbers C. Certifications for General Contractor and all Sub—contractors 3. Submit copies of the modified plan to the Engineer, Architect, and Construction Manager for their approval. 4. Copy of the approved SWPPP must be maintained on—site during all phases of construction. Throughout construction the SWPPP Coordinator shall perform site inspections and repairs as required within the SWPPP SECTION 01400 - QUALITY CONTROL SERVICES Description: Quality control services include inspections and tests performed by independent agencies and governing authorities, as well as by the Contractor. Inspection and testing services are intended to determine compliance of the work with requirements specified. Specific quality control requirements are specified in individual specification sections. Respo nsibilities: Contractor Responsibilities: Except where indicated as being the Owner's responsibility, quality control services ore the Contractor's responsibility, including those specified to be performed by an independent agency and not by the Contractor, The Contractor shall employ and pay an independent agency, testing laboratory or other qualified firm to perform quality control services specified. The Owner will engage and pay for services of an independent agency to perform the inspections and tests that are specified as Owner's responsibilities. Retest Responsibility: Where results of inspections or tests do not indicate compliance with contract document, retests are the Contractor's responsibility. Responsibility for Associated Services: The Contractor shall cooperate with independent agencies performing inspections or tests. Provide auxiliary services as are reasonable. Auxiliary services include: Provide access to the work. Assist taking samples. Deliver samples to test laboratory. Coordination: The Contractor and independent test agency shall coordinate the sequence of their activities. Avoid removing and replacing work to accommodate inspections and tests. The Contractor is responsible for scheduling times for inspections and tests. Qualifications for Service Agencies: Engage inspection and lest service agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of independent Laboratories. Submittals: Submit a certified written report of each inspection, test or similar service, in duplicate to the Engineer, Report Data: Written inspection or test reports shall include: Name of testing agency or test laboratory. Dates and locations of samples, tests or inspections, Names of individuals present. Complete inspection or test data. Test results. Interpretations. Recommendations. Repair and Protection: Upon completion of inspection or testing repair damaged work end restore substrates and finishes. Comply with requirements for "Cutting and Patching". At final project closeout the Contractor is to notify the Engineer that the project is complete. The Engineer shall be responsible for retaining a registered surveyor to prepare os—built drawings of all improvements. Approved as—built drawings must be in the Engineers office prior to receiving final approval. SECTION 02110 - SITE CLEARING PART 1 - GENERAL DESCRIPTION OF WORK: Extent of site clearing is shown on drawings. Site clearing work includes, but is not limited to: Protection of existing trees. Removal or relocation of trees and other vegetation. Topsoil stripping. Clearing and grubbing. Removing above—grade improvements. Removing below—grade improvements. JOB CONDITIONS: Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction, Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. Protect improvements on adjoining properties and on Owner's property. Restore damaged improvements to their original condition, as acceptable to parties having jurisdiction, Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. Provide protection for roots over 1" diameter cut during construction operations. Coat cut faces with an emulsified asphalt, or other acceptable coating, formulated for use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to Landscape Architect. Employ licensed arborist to repair domages to trees and shrubs. — r w h stalu s as d etermined ce trees which cannot be re aired and restored to fu II o t Re I❑ 9 P P by arborist. Salvable Improvements: Carefully remove items indicated 10 be salvaged, and store on Owner's premises where indicated or directed. PART 2 -PRODUCTS Not applicable to work of this section. PART 3 - EXECUTION SITE CLEARING: General: Remove trees, shrubs, gross and other vegetation, improvements, or obstructions interfering with installation of new construction. Remove such items elsewhere on site or premises as specifically indicated. Removal includes digging out stumps and roots. Protect existing trees to be preserved. Carefully and cleanly cut roots and branches of trees with clean sharp pruning tools where indicated to be left standing, and where such roots and branches obstruct new construction. Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4", Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other object over 2" in diameter, and without weeds, roots, and other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material Remove heavy growths of gross from areas before stripping. Stockpile topsoil in storage piles in areas shown, or where directed. Construct storage piles to freely drain surface water, Cover storage piles, if required, to prevent wind-blown dust, Dispose of unsuitable or excess topsoil same as waste material, herein specified. Clearing and Grubbing: Clear site of trees, shrubs and other vegetation, except for those indicated to be left standing. The building areas, plus minimum of 3 foot margins on all sides should be cleared and stripped of all vegetation and surface organics and any other deleterious materials which may be encountered. Completely remove stumps, roots, and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing operations with satisfactory soil material. Unless further excavation of earthwork is indicated, Fill shall be of clean, find sand AASHTD Class A-3 and shall be placed in loose lifts not exceeding 8" in thickness and compacted to at least 95% of modified proctor maximum dry density (ASTM D-1557). Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Removal of Improvements: Remove existing above—grade and below—grade improvements necessary to permit construction, and other work as indicated. The locations of all existing utilities shown on these plans have been determined from the best information available and are given for the convenience of the contractor, The Engineer assumes no responsibility for their accuracy. Prior to the start of any demolition activity, the contractor shall notify the utility companies for onsite locations of existing utilities. Chapter 553.851 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Prior to any removal of any underground tank and other component, contractor must completely drain the systems to an approved sanitation tank for disposal to an approved location. All existing sewers, piping and utilities shown are not to be interpreted and the exact location, or as the only obstacles that may occur on the site. Verify existing conditions and proceed with caution around any anticipated features. Give notice to all utility companies regarding destruction and removal of all service lines and cap all lines before proceeding with the work. Electrical, telephone, cable, and/or gas lines needing to be removed or relocated shall be coordinated with the affected utility company. Contractor must stop operation and notify the owner for proper direction if any environmental or health related contaminate is encountered during demolition/excavation process. Prior to any clearing or demolition occurring, all erosion control devices are to be installed. Abandonment or removal of certain underground pipe or conduits may be shown on civil or electrical drawings, and is included under work of those sections. Removal of abandoned underground piping or conduit interfering with construction is included under this section. PAVEMENT REMOVAL A. Where existing pavement is to be removed, saw—cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing, If construction results in raveling of the saw—cut surface, recut back from the raveled edge prior to restoration, B. Where existing pavement, curb and gutter, sidewalk, driveway, or valley gutter is removed for the purpose of constructing or removing box culverts, pipe, inlets, manholes, appurtenances, faciilities or structures, said pavement,etc. shall be replaced and restored in equal or better condition than the original, Contractor shall provide all necessary labor, materials, equipment, tools, supplies, paint, and equipment required. Prior to any clearing or demolition ocurring, all erosion control devices are to be installed. DISPOSAL OF WASTE MATERIALS: Burning on Owner's Property: Burning is not permitted on Owner's property unless valid permit is obtained from Owner and appropriate regulatory agency. Removal from Owner's Property. Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site in legal manner. SECTION 02200 -EARTHWORK PART 1 - GENERAL DESCRIPTION OF WORK: Extent of earthwork is indicated on drawings. Prior to bidding work the Contractor shall obtain and review a copy of the projects geotechnical report(s). The contractor shall supplement the reports) with additional soils investigation as required to supply a complete bid. QUALITY ASSURANCE: Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Testing and Inspection Service: The Contractor shall engage and pay for services of an independent Soils Engineer to perform soil testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Test Reports—Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor: Test reports on barrow material. Field density test reports. One c.;;`imum moisture—maximum density curve for each type of soil encountered. JOB CONDITIONS: Site Informrtion: Data on indicated subsurface conditions are not intended as representations or warranties o' accuracy or continuity between soil bearings. It is expressly understood that Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor. Data are made available for convenience of Contractor, Additional tr A borings and other exploratory operations may be made by Contractor at no Cost to Owner. Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to remain in pince, provide adequate means of support and protection during earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Engineer and then only after acceptable temporary utility services have been provided. Use of Explosives: The use of explosives is not permitted unless valid permit is obtained from appropriate regularlory agency. Protection of Persons and Properly. Barricade open excavations occurring as part of this work and post with warning lights, Operate warning lights as recommended by authorities having jurisdiction, Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. Perform excavation within drip—line of large trees to remain by hand, and protect the root system from damage or dryout to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap. Point root cuts of 1" diameter and larger with emulsified asphalt tree paint. PART 2 - PRODUCTS SOIL MATERIALS: Definitions: Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, SM, SW and SP. Unsatisfactory soil materials ore defined as those complying with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand_ Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, v. — ssin o No. 4 sle e with 100% passing a 1 1/2" sieve and not more than 5% pa g Backfill and Fiil Materials: Fill soils utilized to raise building and pavement areas to desired grade should consist of clean, granular materials with less than 10% passing No. 200 U. S. standard sieve. PART 3 - EXECUTION EXCAVATION: Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. Earth Excavation includes excavation of pavements and other obstructions visible on ground surface; underground structures, utilities and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as rock or unauthorized excavation. Additional Excavation: When excavation has reached required sub—grade elevations, notify Engineer who will make an inspection of conditions. If unsuitable bearing materials are encountered at required sub—grade elevations, carry excavations deeper and replace excavated material as directed by Engineer. Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. Stability of Excavation: Slope sides of excavations to comply with local codes and ordinances have jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Brocing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross—braces, in good serviceable condition. Establish requirements far trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses, Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. In the event the water is encountered during the construction, dewatering shall be conducted. The contractor is solely responsible for the design, installation, operation, and subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. If dewatering equipment needed, exceeds any of the following: 1) 6" Pump Volute; 2) 100,000 GPD total 24 hour (1 day) dewatering, and; 3) 1,000,000 GPD pump capacity, the contractor shall be required to permit the dewatering system with the SJRWMD. The Engineer and/or Owner shall be notified immediately if any of the above thresholds are exceeded. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or run—off areas. Do not use trench excavations as temporary drainage ditches. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Do not store within drip Ime of trees indicated to remain. Dispose of excess soil material and waste materials as herein specified_ Excavation for Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection, In excavating for footings and foundations, take care not to disturb bottom of excavation, Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines no grades to leave solid base to receive other work. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both sides of pipe or conduit. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish indicated flow lines and invert elevations, Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze—ups. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Bockfill trenches with concrete where trench excavations pass within 18" of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. Do not backfill trenches until tests and inspections have been mode and bockfilling authorized by Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F (1 degree C). COMPACTION: General: Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum density for soils which exhibit o well—defined moisture density relationship (cohesive soils) determined in accordance with ASTM D 1557, AASHTO T-1 60; and not less than the following percentages of relative density, determined in accordance with ASTM D 2049, for soils which will not exhibit a well—defined moisture—density relationship (cohesionless soils). Structures, Building Slabs and Steps, Pavements: Compact top 12" of subgrade and each layer of backfill or fill material at 95% maximum density for cohesive material or 98% relative density for cohesionless material. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of bockfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 95% relative density for cohesionless material. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value, BACKFILL AND FILL: General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. In excavations, use satisfactory excavated or borrow material. Under grassed areas, use satisfactory excavated or boizow nr.aterial_ Under walks and pavements, use subbase material, or satisfactory excavated or borrow material, or combination of both. Under steps, use subbase material. Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. Sockfill excavations as promptly as work permits, but n=.;i until completion of the following: Acceptance of construction below finish grade including, where applicable, damp— proofing, waterproofing, and perimeter insulation. Inspection, testing, approval, and recording locations of underground utilities. Removal of concrete formwork. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place it required. Removal of trash and debris. Permanent or temporary horizontal bracing is in place on horizontally supported walls. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip, or break—up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break --up ground surface, pulverize, moisture—condition to optimum moisture content, and compact to required depth and percentage of maximum density. Placement and Compaction: Place backfill and fill materials in layers not more than 16" in loose depth for moterial compacted by heavy compaction equipment, and not more than B" in loose depth for material compacted by hand—operated tampers. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Place backfill and fill materials evenly adjacent to structures, piping or conduit to required elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. GRADING: General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross—section, with finish surface not more than 0.10' above or below required subgrade elevation. Pavements: Shape surface of areas under pavement to line, grade and cross—section, with finish surface not more than 1/2" above or below required subgrade elevation, Grading Surface of Fill under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of 1/2" when tested with a 10' straightedge. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. PAVEMENT SUBBASE COURSE: General: Subbase course consists of placing subbase material, in layers of specified thickness, over subgrade surface to support a pavement base course. See Asphaltic Concrete Paving section for paving specifications. Grade Control: During construction, maintain lines and grades including crown and cross—slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement, Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase course layer. Compact and roll at least a 12" width of shoulder simultaneously with compacting and rolling of each layer of subbase course. Placing: Place subbase course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross—section and thickness. Maintain optimum moisture content for compacting subbase material during placement operations. When a compacted subbase course is shown to be 6" thick or less, place material in a single layer, When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. Building Slab Drainage Course: General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs. Placing: Place drainage fill material on prepared subgrade in layers of uniform thickness, conforming to indicated cross—section and thickness, Maintain optimum moisture content for compacting material during placement operations. When a compacted drainage course is shown to be 6" thick or less place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. BUILDING SLAB SUBGRADE COURSE: (The building area plus a minimum margin of 5' beyond the perimeter foundation lines, should be cleared of all surface vegetation, roots, topsoil, debris or other deleterious materials. Stripping, excavation, filling, and compaction within building areas shall be preformed in accordance with the geotechnical engineer's recommendation. Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approach the optimum compaction condition. This may require the use of a dewatering system, If additional water is required to increase moisture contents, the water should be applied in such a manner that it will not cause erosion or disturbance of the surface soil. A minimum of ten (f0) overlapping posses should be made by the vibratory roller. After compaction, the foundation soils should have a minimum density of 95% Modified Proctor (ASTM D 1557) for a depth of at least 2' below footings and floor slabs. Structural fill required to raise the building areas to finish grade, should be placed in thin (12" maximum) level lifts and compacted to 95% of the soils Modified Proctor Density (ASTM D 1557). Fill should not be placed over any natural in�--place soils until the natural deposits have been compacted as specified above. Proposed sources of structural fill should be approved by the Soils Engineer prior to their placement within the proposed building areas. Sands which have less than 10% fines passing a No. 200 Sieve will generolly be acceptable provided the moisture content is Controlled to ensure that the materials can be compacted to the required density_ Soils placed adjacent to footings or walls should be carefully compacted with a light rubber—tired rollers or vibratory plate compactors to avoid damage to the footings or walls. This material should be placed in level lifts not exceeding 8" loose thickness and compacted to a minimum density of 95% Modified Proctor. The vibratory roller should not be utilized to compact soils adjacent to any completed portions of the structure. FIELD QUALITY CONTROL: Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed, Perform field density tests in accordance with ASTM D 1556 (sand cone method) or ASTM D 2167 (rubber balloon method), as applicable. Footing Subgrade: For each strata of soil on which footings will be placed, conduct at least one test to verify required design bearing capacities, Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to Architect/Engineer. Column and Continuous Strip Footing: One (1) in—ploce density testing per column footing and per 100 Lineal feet of continuous strip footing. Paved Areas and Building Slab Subgrade: Make at least one field density test of subgrade for every 2,000 sq. ft, of building slab and 5,000 sq. ft. of paved area or of paved area, but in no case less than 3 tests, In each compacted fill layer, make one field density test for every 2,000 sq. it. of overlaying building slab and 5,000 sq. ft of paved area, but in no case less than 3 tests. Foundation Wall Backfill: Take at least 2 field density tests, at locations and elevations as directed. If in opinion of Engineer, based on testing service reports and inspection, subgrade or fills which have been placed are below specified density, provide additional compaction and testing at no additional expense. MAINTENANCE: Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. Settling: Where settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment, Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. DISPOSAL OF EXCESS AND WASTE MATERIALS: Removal from Owner's Property. Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. . SECTION 02513 - PAVEMENT PART 1 - GENERAL DESCRIPTION OF WORK: Extent of asphalt concrete paving work is shown on drawings. Prepared aggregate subbase is specified in earthwork sections. Saw—cutting of edges of existing pavement is specified in site clearing section. SUBMITTALS: Material Certificates: Provide copies to the Engineer of materials certificates signed by material producer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. QUALITY ASSURANCE: Codes and Standards: Comply with Florida Department of Transportation's specifications, latest edition, and with local governing regulations if more stringent than herein specified. A qualified paving consultant (Materials Engineer) retained by the Contractor will provide full—lime quality control during paving operations. Functions of the Materials Engineer shall include; pre—paving conference, construction observation, review of material certificates, sampling and density and compaction testing of the base and asphaltic concrete mixture. Materials Engineer Inspections Reports: 1. Sub—base compaction report on densities based on one test per 1000 square feet of surface area. a. Test of sub—base shall be in areas where heavy rollers have been used along with areas in tight conditions where plate compactors or other means have been used. 2. Tests for base and asphalt concrete compaction report on densities based on one test per 1000 sf of surface area. a. Test of sub—base shall be in areas where heavy rollers have been used along with areas in tight conditions where sheeps—toot compactors or other means have been used. Tests shall not be in the same location as the sub—base tests. SITE CONDITIONS: Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg.F (10 deg.C), and when temperature has not been below 35 deg.F (1 deg.C) for 12 hours immediately prior to application, Do not apply when base is wet or contains an excess of moisture. Construct asphalt concrete surface course when atmospheric temperature is above 40 deg.F (4 deg.C), and when base is dry, Base course may be placed when air temperature is above 30 deg.F (-1 deg.C) and rising, Grade Control: Establish and maintain required lines and elevations. PART 2 -PRODUCTS MATERIALS: General: Use locally available materials and gradations which exhibit a satisfactory record of previous installations. Base Course Aggregate: Sound, angular crushed stone, crushed gravel, or crushed slag, sand, stone or slag screenings. Surface Course Aggregate: Crushed stone, crushed gravel, crushed slag, and sharp—edged natural sand, Mineral Filler: Rock or slog dust, hydraulic cement, or other inert material complying with AASHTO M 17 (ASTM D 242). Asphalt Cement: AASHTO M 226 (ASTM D 3381) for viscosity—graded material and AASHTO M 20 (ASTM D 946) for penetration—graded material. Prime Coat: Cut—back asphalt type; AASHTO M 82 (ASTM D 2027) MC -30, MC -70 or MC - 250. Tack Coat: Emulsified asphalt; AASHTO M 140 (ASTM D 977) or M 208 (D 2397); SS—i, SS— lh, CSS -1 or CSS -1h, diluted with one part water to one part emulsified asphalt. On—site Lane Marking Point: Chlorinated rubber—alkyd type, AASHTO M 248 (FS TT—P-115), Type Ill. Wheel Stops: Precast of 3,500 psi air—entrained concrete, approximately 6" high, 9" wide, and 6'0" long, with chamfered corners and drainage slots on underside. All concrete for curbs, pads, inlet aprons, sidewalks, etc. shall be 3,000 psi with a maximum slump of 3" to 4". ASPHALT—AGGREGATE MiXTURE: The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current Florida Department of Transportation specifications. The wearing surface shall be compacted and placed at a density no less than 97% of the laboratory density for the approved job mix formula, PART 3 - EXECUTION SURFACE PREPARATION: Remove loose material from compacted subbase surface immediately before applying prime coat. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional compaction. Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. Prime Coot: Apply at rate of 0.20 to 0.50 gol. per sq. yd., over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. Tack Coot: Apply to contact surfaces of previously constructed asphalt or portiond cement concrete and surfaces abutting ar projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of surface. Allow to dry until at proper condition to receive paving. Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. PLACING MIX: General: Place asphalt concrete mixture on prepared surface, spread and strike—off. Spread mixture at minimum temperature of 225 deg.F (107 deg.C). Place inaccessible and small areas by hand. Place each course to required grade, cross—section, and compacted thickness. Hot mix asphaltic concrete binder and surface course in new pavement areas requiring more than one and one—half inches (1-1/2") asphalt thickness shall be installed in two (2) lifts. Asphalt in existing pavement overlay areas shall be a minimum of one inch (1") thick and thickness shall be increased as required to match adjoining pavement grades, Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to Engineer, After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course, if applicable. Joints: Make joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work. Construct joints to have some texture, density and smoothness as other sections of asphalt concrete course, Clean contact surfaces and apply tack coat. ROLLING: G -neral: Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inocCesstble to rollers. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been thoroughly compacted. Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. Patching and repairs: If required, saw cut perimeter of patch and excavate existing pavement section to sound base. Recompact new subgrade. Excavate rectangular or trapezoidal patches, extending 12" (300 mm) into adjacent sound pavement, unless otherwise indicated. Cut excavation laces vertically. 1. Full depth patch: Prime coot faces of excavation and allow to cure before paving. Fill excavation with dense graded, hot mix asphalt base mix and while still hot, compact flush with adjacent surface. 2. Single asphalt course: Partially fill excavation with dense graded, hot mix asphalt base mix and compact while still hot. Cover asphalt base course with compacted, hot mix surface layer finished flush with adjacent surfaces. Protection: After final rolling, do not permit vehicular traffic on pavement until it hos cooled and hurdened. Erect barricades to protect paving from traffic until mixture has cooled enough not to become rnarked. Sweep Asphalt paving not more than 2 days prior to date of substantial completion inspections. TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust. CH—Site Striping: (Within public road right—of—way and access drive.) Striping: Use thermoplastic striping, On—Site Striping. Use chlorinated—rubber base traffic ]ane—marking paint, factory—mixed, quick -- drying, and non—bleeding unless thermoplastic striping is specifically specified (i.e.. fire lane striping, etc.). Coior: White unless otherwise specified on civil drawings. i' , not apply traffic and ]ane marking paint until layout and placement has been verified with L+ gineer. Apply point with mechanical equipment to produce uniform straight edges. Apply in 2 coats at n,anufacturer's recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. W,4EEL STOPS: S=:cure wheel stops to asphalt concrete surface with not less than two 3/4 " diameter galvanized steel dowels embedded in precast concrete at 1/3 points. Size length of dowel to penetrate at 1 .7st 6" into asphalt concrete. Drill placement holes oversize and embed dowels in hot bituminous grout material, FIELD QUALITY CONTROL: General: Test in --place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by Architect. Thickness: In—place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: Base Course: 1/2", plus or minus. Surface Course. 1 /4", plus or minus. Surface Smoothness: Test finished surface of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Bose Course Surface: 1 /4". Wearing Course Surface: 3/16". Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance form template 1/4". Check surface areas at intervals as directed by Soils Engineer. Core borings shall be preformed for euch 20,000 sq. ft. Of paved area to verify required thicknesses of base and pavement sections. If in the opinion of Engineer, based on testing service reports and inspection, base or pavement sections which have been placed are below specified density or thickness, provide additional compaction and testing at no additional expense_ SECTION 02666 - POTABLE WATER SYSTEMS FART 1 - GENERAL DESCRIPTION OF WORK: Extent of potable water system exterior to buildings and excluding Fire Supply System improvements is indicated on drawings and schedules, and by requirements of this section. Refer to Earthwork section for excavation and backfill required for potable water systems; not work of this section. Q UALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacturer of potable water systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. Installer's Qualifications: Firm with a least 3 years of successful installation experience on projects with potable water piping work similar to that required for project. Code and Standards: City of Sanford Code Compliance: Comply with City of Sanford Requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of potable water system materials and products. All water improvements shall be constructed in accordance with City of Sanford's standards rind specifications. Any conflicts between these specifications and the city of Sanford specifications, then the citys specifications shall prevail. SUBMITTALS: Product Data: Submit manufacturer's technical product data and installation instructions for potable water system materials and products. Shop Drawings: Submit shop drawings for potable water system materials to Engineer for approval prior to ordering said materials. Record Drawings: At project closeout, submit record drawings to the Engineer of installed potable water system piping, hydrants, valves, etc, locations and products. Approved record drawings must be provided prior to receiving final approval and payment. Maintenance Data: Submit maintenance data and parts lists for potable water system materials and products. include this data, product data, shop drawings, and record drawings in maintenance manual. k" Z 4 N 5 W IY w ENGINEER 0) 1v cV t i✓ N lv -0 EL E 6 O Z C c � O E 6 C ,N O 0 .y � C W Q r 0 N C C) — ~ (D C U 5 to C tU L1.1 0 C: i3) 0) C � t0 C O d 'Vi U N �� 0 o_ i ) O C -P C O c 0 [) on E 0 40 Q �p J M n a) 1= .�L C E 0 N Q Z) 02 0) C) 0 in C f� i0 w a0 I- d O C) CV 1- 0 X i0 u_ M t_1 h cyI) c3_ cr) C\ C £) C n_ RONALD HENJON 11, P.t=., FL REG. 3483 PROJECT No. 00080SP DATE �� �L�i',�{�1 SCALE 1 1 1 _ 2 a SHEET � ��- � PART 2 - PRODUCTS PIPES AND PIPE FITTINGS: General: Provide piping materials and factory -fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of materials or products are indicated, selection is Installer's option. For each type of product provide products of one manufacturer and source. Piping: Provide pipes of one of the following materials. of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. All PVC pipe shall bear the NSF logo for potable water use. Ductile -Iron Pipe. AWWA C150 & C151, with cement mortar lining complying with AWWA C104; Class 51 unless otherwise indicated. Fittings: Ductile -iron, AWWA C110; cement lined, AWWA C104; and rubber -gasket joints, AWWA C111. Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 150, DR 18. Fittings: Ductile -iron complying with AWWA C110, cement lined, with rubber gaskets conforming to AWWA Gill. Polyvinyl Chloride (PVC) Pipe. ASTM D 1785, Schedule 40 for sizes 1/2" through 3". Fittings: PVC, Schedule 40 socket -type, solvent cement joints; or elostomeric gasketed joints. Polyethylene (PE) Pipe: AWWA C901 for sizes 1/2" through 3" (minimum pressure 200 psi) at 23.4' copper tube outside diameter per ASTM D 2737, manufactured from Virgin resin meeting ASTM D 1248. It shall have a standard dimension ratio of 9 (SDR9) and a plastic pipe institute rating of PE 3408. Fittings: Copper alloy or nylon barbed insert type with 2 strap -type stainless steel clamps over pipe at each insert. VALVES: Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze -mounted, double disc, parallel seat, non -rising stem. Manufacturers: Subject to compliance with requirements, provide gate valves of one of the following - Clow Corp,; iv. p„• clue D . Dresser Mfg.; Div_ of Dresser Industries. Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co, Inc. Stockhom Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers Butterfly Valves: Provide as indicated, butterfly valves, AWWA C504, 150 psi working pressure. Provide iron body, bronze disc, stainless steel stem, and metal -reinforced EPDM seal. Manufacturers: Subject to compliance with requirements, provide butterfly valves of one on the following: Demco; Div, of Cooper industries, Inc. . ITT Grinnell Valve Co., Inc. Keystone Valve; Div, of Keystone International Inc. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Check Valves: Provide as indicated, swing check valves, AWWA C508, 150 psi working pressure. Provide iron body, cast-iron disc, bolted cap. Manufacturers: Subject to compliance with requirements, provide check valves of one of the following: . Clow Corp.; Valve Div. Dresser Mfg.; Div. of Dresser Industries Fairbanks Co. Kennedy Valve; Div, of ITT Grinnell Valve Co. Inc. Stockhom Valves and Fittings Inc. Waterous Co, Contractor to ensure that the selected material is on the City/County list al approved manufacturers. ACCESSORIES: Anchorages: Provide anchorages for tees, wyes, crosses, plugs, cops, bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion -retarding material to surfaces of ferrous anchorages. Clamps, Straps, and Washers: Steel, ASTM A 506_ Rods: Steel, ASTM A 575. Rod Couplings: Malleable -iron, ASTM A 197. Bolts: Steel, ASTM A 307. Cast-iron Washers: Gray -iron, ASTM A 126. PART 3 - EXECUTION INSPECTION: General: Examine areas and conditions under which potable water system's materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to installer. installation of Identification: General: During back-idling/top-sailing of underground potable water main and services, install continuous underground -EMS magnetic morkers, located directly over buried lines at 12" below finished grade. Tracer Wire: Install wire along the top of all PVC mains, leads, and services. Attach tracer wire on top of pipe with duct tape, not to exceed 10 feet on centers. Wire shall be continuosly conductive throughout the installation. Wire shall be brought to the surface in valve boxes, then continued down the valve box, looped around the valve and continued along the pipe. At the splices, the connecting ends of the wires shall be overlapped and tied. The ends shall be stripped and connected with a wire nut to ensure electrical connection and mode waterproof with an approved silicone splice kit. INSTALLATION OF PIPE AND PIPE FITTINGS: Ductile -Iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances". Polyvinyl Chloride Pipe: Install in accordance with manufacturer's installation instructions. Polyethylene Pipe: Install in accordance with manufacturer's installation instructions. No splicing together service laterals, they must be one continuous run from main to curb stop. Restrain joint is required at all bends, valves, fire hydrants and water main terminations. Depth of Cover: Provide minimum cover over piping of 12" below average local frost depth or 36" below finished grade, whichever is greater, and a maximum of 4' unless otherwise specifically approved by the Engineer. Water Main Connection: Tap water main with size and in location as indicated, in accordance with requirements of water City of Sanford. Provide curb valve and curb box as indicated. Contractor shall follow the requirements of the temporary jumper connection when connecting to existing water mains for potable and/or fire protection services. Water Service Termination: Terminate potable water piping 5'-0" from building foundation in location and invert as indicated. Provide temporary pipe plug for piping extension into building, All pipe is to be told in a dry trench. The contractor shall provide dewatering as required to maintain dry trench throughout construction. Plug all lines under construction at the end of the working day to prevent ground water and . potential contaminants from entering completed lines and lines under construction. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180 Proctor and density test results shall be submitted to the Engineer_ All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 957 density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 85% maximum dry density as per AASHTO T-180. PIPE CLEARANCE: Horizontal Separation: A minimum horizontal separation of ten (10) feet outside to outside shall be maintained between water mains and sanitary gravity sewer or storm sewer lines. A minimum horizontal separation of three (3) feet outside to outside shall be maintained between water mains and reclaimed water lines carrying unrestricted public access reuse water. In areas where it is not practical to maintain the required separation, the water main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sanitary gravity sewer, storm sewer or reclaimed water line at such an elevation that the bottom of the water main is at least 18 inches above the top of the other line. If the minimum allowable (10') horizontal separation or 18" vertical separation in a separate trench cannot be maintained, upgrade the water main to ductile iron if the other line is a storm sewer. If the non -conforming line is a gravity sanitary sewer, and 10' horizontal separation or 18' vertical separation in a seprote trench cannot be maintained, upgrade the gravity sanitary sewer (if being newly installed) to AWWA C-900, D.R. 18 PVC. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous pointed stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be oil based and color shall be purple. There shall be at least a ten (10) foot separation between water mains and sanitary sewer force mains without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. Ybrtical Seaaration: A minimum of 18 inches of vertical separation between outside to outside of pipe shall be maintained between water main, sanitary gravity sewer, storm sewer or reclaimed water lines. When there is less than 18" vertical clearance between the water main and storm sewer, the water main shot] be upgraded to ductile iron. One full length of pipe shall be centered at the point of crossing. If the non -conforming line is a sanitary gravity sewer where there is less than 18 inches vertical clearance from the water main, upgrade the sanitary gravity sewer to AWWA C-900, D. R. 18 PVC. Pipes shall be located so that joints are as for as possible from each other. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous pointed stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be oil based and color shall be purple, It is preferable to lay the water main above the crossing hazard, There shall be an 18 inch vertical separation between water mains and sanitary sewer force mains at crossings without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. Generai Cleoronc,e Notes: Deviations and other alternatives shall be considered on a case-by-case basis and must receive approval from the Engineer and FDEP prior to implementation. No water pipe shall pass through or come in contact with any port of a sanitary sewer manhole or storm sewer structure. Installation of Fire Hydrants: General: All hydrants shall stand plumb, with pumper nozzle facing the travel lane. Hydrants shall be set with the ground line at the location indicated by the Hydrant Manufacturer. Rotation of hydrant head shall be accomplished without removal or disasembly. Hydrant flanges shall not be greater than 8 inches nor less than 2 inches above finish grade. INSTALLATION OF VALVES: General: Install valves as indicated with stems pointing up. All underground valves shall be installed with an adjustable cost iron valve box (screw type) to grade with 8" dia. or as indicated, concrete collar oil around. 'WATER" shall be cast in cover. Valve boxes shall be centered and plumb over the operating nut and shall be set so that no shock or stress will be transmitted to the valve. FIELD QUALITY CONTROL: Piping Tests: Conduct piping tests before joints are covered, and after restraints have been installed. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system. Use only potable water. Hydrostatic Tests: T Pressure: est Tho test pressure shall not be less than 150 pounds per square inch. Duration: The duration of each pressure test shall be a minimum of two hours, unless other wise directed by the Engineer. Procedure: After the pipe has been laid, and after inspection by the Engineer and the Owner, all newly laid pipe shall be subjected to a hydrostatic pressure test in accordance with AWWA C6OD, Sec. 4, M 23 & c 651. The Contractor shall contact the Engineer and the Owner of least 48 hours prior to the test. The Engineer must be present during all tests. Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. rcpply and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the Engineer. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. Tapping Tees: Topping tees shall be tested at 100 psi for 15 minutes before the tap is made and separate from the testing of the main lines and service connections. Leakage: Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L = N D (P) 7400 In the above formula: L = Allowable leakage, in gallons per hour, N = Number of joints in the length of pipe tested. D = Nominal diameter of pipe, in inches. P = Average test pressure during the leakage test, in pounds per square inch gouge Correc:,,,n of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. The Engineer must be present during retests. The Contractor shall cerstact the Engineer and the Owner at least 48 hours prior to the test. Visual k,spection: All exposed areas of pipelines shall be inspected by the Engineer and the Owner for visible leakage under normal operating conditions. Visible leaks shall be repaired by the Contractor at no additional cost to the Owner. Testing >f Valves: Valves will be tested at the some time that the adjacent pipeline is tested. If there ore, any special parts of control systems or operators that might be damaged by the pipelined lest, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. Hydrostc-tic Test and Leakage of Service Connections: Test service connections and service connection pipe by either testing in conjunction with the main at the test pressure required for the main, or by testing at the normal hydrostatic main pressure after the main has been completely installed and tested. Inspect visually for leaks and repair any leaks before backfilling. Duration of the test shall be at 15 minutes. Service connection transfers will be visually inspected for leakage by the Engineer and the Owner under normal system pressure. Acceptance: Acceptance of any installation shall be based on the Engineer's and the Owner's inspection, the requirements of AWWA 0600, Sec. 4.2.3. and the requirements slated herein. ADJUSTING AND CLEANING: Disinfect all Potable Water Systems per AWWA C 651. Disinfection of Potable Water System: Flush pipe system with clean potable water until no dirty water appears at point of outlet. Fill system with water -chlorine solution containing at least 50 ppm of chlorine. Valve off system and let stand for 24 hours minimum. Perform bacteriological testing and provide Engineer with acceptable results for two (2) consecutive days at all sample points identified on the Florida Department of Environmental Protection Public Drinking Facility Construction Permit. Upon acceptance by the Engineer, flush system with clean potable water until no chlorine remains in water coming from system. Repeat procedure if contamination is present in bacteriological examination. No conr;ection to the existing potable water system will be made until clearance has been received, from the Engineer. FDEP and the Utility Company, Provide the Engineer an As -built plan of the water main fittings, valves, materials, etc. that have been installed. As -built drawing to be provided at the some time as the bacteriological test results. SECTION 02720 —STORM SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of storm sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for storm sewage systems; not work of this section. "Storm Water Systems" for interior building systems including conductors, horizontal branches, and connections to roof and deck drains; not work of this section, QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with storm sewage work similar to that required for project, Codes and Standards: Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. Work to be performed within the public right-of-way shall meet the specifications of the governing authority. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systems. SUBMITTALS: Product Data: Submit to the Engineer for approval, manufacturer's technical product data and installation instructions for storm sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials. Include pipe materails, size, locations, and inverts. Include details of underground structures, connections, and manholes. Show interface and spatial relationship between piping and proximate structures. Record Drawings: At project closeout, submit record drawings, to the Engineer, of installed storm sewage piping materials, sizes, inverts, and locations. Maintenance Data: Submit maintenance data and parts lists for storm sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 - PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/:loss as pipes, with joining method as indicated. Reinforced Concrete Pipe: ASTM C 76, Class If unless otherwise indicated. Class 1 available 60'-144'; Class 11 through V available 12" -144" - Fittings: Reinforced concrete, some strength as adjoining pipe, tongue -and -groove gasketed joints complying with ASTM C 443. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM. SDR 35. Fittings: PVC, ASTM D 3033 or 3034, solvent cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D2564; or elastomeric joints complying with ASTM D 3212 using elostomeric seats complying with ASTM F 477. STORM SEWER MANHOLES: General: Provide precast reinforced concrete storm sewer manholes as indicated, complying with ASTM C 478. Grout flow -lines of manholes. Manholes Fromes and Covers: ASTM A 536, Grade 60-40-18, heavy-duty ductile iron. Include indented top design with lettering "STORM", cast into cover. CATCH BASINS: General: Provide precast reinforced concrete catch basins as indicated. With cast iron grates per ASTM A 536. Grout flow -lines of catch basins. PART 3 - EXECUT]ON INSTALLATION OF PIPE AND PIPE FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site, Do not store plastic piping or fitting in direct sunlight. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. Concrete Pipe: Install in accordance with applicable provisions of ACPA 'Concrete Pipe Installation Manual", Coordinate with building contrcctar for building roof drainage system locations - terminate stubs 5' from face of building, Cleaning Piping: Clear interior of piping of dirt and other superfluous malarial as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. In large, accessible piping, brushes and brooms may be used for cleaning. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. Flush lines between manholes, if required, to remove collected debris, Joint Adaptors: Make joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose. Closing Abandoned Utilities: Close open ends of abandoned underground utilities which are indicated to remain in place, Provide sufficiently strong closures to withstand hydro -static or earth pressure which may result after ends of abandoned utilities have been closed. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2' of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe. infiltration or other defects, correct such defects, and reinspect. PRECAST CONCRETE MANHOLES: General. Place precast concrete sections as indicated, Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at puints of sections. CATCH BASINS: General: Construct catch basins to sizes and shapes indicated. Set frames and grates to elevations indicated. BACKFILLING: General: Conduct backfill operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. FIELD QUALITY CONTROL: Testing. Perform testing of completed piping in accordance with local authorities having jurisdiction. Defects requiring correction include the following: L Alignment: Less than full diameter of inside of pipe is v1suul between structures. 2. Deflection: Flexible piping with deflection that prevents passage of a ball or cylinder of o size not less than 95 percent of piping diameter. 3. Crushed, broken, cracked, or otherwise damaged piping. 4. Infiltration: Water leakage into piping. 5. Exfiltration: Water leakage from or around piping. Replace defective piping using new materials and repeal inspections until defects are within allowances specified, Reinspect and repeat procedure until results are satisfactory. SECTION 02730 — SANITARY SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of sanitary sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for sanitary sewage systems; not work of this section. Concrete work required for sanitary sewage systems; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of sanitary sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with sanitary sewage work similar to that required for project. Codes and Standards: City of Sanford Code Compliance: Comply with City of Sanford requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of sanitary sewage system materials and products. All sewer improvements shall be constructed in accordance with City of Sanford's standards and specifications. Any conflicts between these specifications and the City of Sanford's specifications, then the City's specifications shall prevail. SUBMITTALS: Product Data: Submit to the Engineer for approval manufacturer's technical product data and installation instructions for sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials, shop drawings for sanitary sewage systems showing piping materials, size, locations, and inverts. Include details of underground structures connections, and cleanouts. Record Drawings: At project closeout, submit record drawings to the Engineer of installed sanitary sewage piping manholes and products must include invert, top elevations, locations, etc. Maintenance Data: Submit maintenance data and ports lists for sanitary sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual; in accordance with requirements of Division 1. PART 2 - PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Above available 4' through 15". SDR 35: 4", 6", 8", 10% 12', & 15 SDR 41: 6", 8", 9", 10", 12", and 15". Fittings: PVC, ASTM D 3033 or ASTM D 3034, solvent -cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D 2564; or elostomeric joints complying with ASTM D 3212 using elostomeric seals complying with ASTM F 477, Polyvinyl Chloride (PVC) Force Main Pipe: ASTM D2241, SDR 18, C-900, color green. Force Main Fittings. DIP mechanical joint, cement mortar lined (ANSI 21,4) rated at 350 psi. Ductile Iron Pipe (DIP: ASTM A746, AWWA C151 (Pipe) and AWWA C111 (joints), Class 5, Fostite joints. SANITARY SEWER MANHOLES: General: Provide precast reinforced concrete sanitary manholes as indicated, and complying with ASTM C 478. Coatings: All manholes shall be pointed inside and out with Bitumostic Super Service Black or Engineer approved equal, 15 -mil minimum dry thickness. Pipe Connectors: All pipe connections to the manhole base sections, shall be in accordance with ASTM 0923, resilient, of size required. Manhole Frames and Covers: ASTM A536, Grade 60-40-18 ductile -iron casting designed for heavy-duty service. Include indented top design with lettering as shown on plans. All covers to have two penetrating pick holes. CLEAN -OUTS: General: Provide, as indicated, pipe extension to grade with furrule and countersunk clean-out plug. Provide round cast-iron access frame over clean-out, with heavy-duty secured scoriated cover with lifting device. Grease Interceptor: Precast concrete per ASTM 0913-98. Two compartment unit with 1/3 overflow capacity beyond design operational size. For installation in traffic areas with less than 24 inches of cover per ASTM C 850-950. PART 3 - EXECUTION INSTALLATION OF PIPE AND FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Do not store plastic pipe or fitting in direct sunlight. Mark defective materials with white paint and promptly remove from site. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbrokenn in co t uity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. CLEAN-OUT INSTALLATION install cleonouts and riser extension from sewer pipe to cleanout at grade. Use cast-iron soil pipe fittings in sewer pipes at branches for cleanouts and cast --iron soil pipe for riser extensions to cleonouts. install piping so cleanouts open in direction of flow in sewer pipe. Set cleanout frames and covers in earth in a cast -in-place concrete block, 18 by 18 by 4 inches deep. Set with tops 1 inch (25 mm) above surrounding earth grade. Set cleanout frames and covers in concrete/asphalt paving with tops flush with surface of paving. Plastic Pipe: Install in accordance with manufacturers installation recommendations, and in accordance with ASTM D 2321, Sewer Service Termination: Terminate Sanitary sewer piping 5'-0" from face of building in location and at.inverl as indicated. Provide temporary pipe plug at building termination. Existing utilities: Do not interrupt existing utilities serving adjacent facilities except when permitted and then only after arranging to provide acceptable temporary utility services. Notify Engineer and owner's representative not less than 48 hours in advance of utility interruption. Do not proceed with interruption until coordinating with local utility company. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull post each joint as it is completed. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180. Proctor and density test results shall be submitted to the engineer. All trench bockfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 95% density per AASHTO 1-180 so as to. prevent future settlement. Compaction in unpaved areas shall be a minimum of 90% maximum dry density as per AASHTO T-180. Flush lines between manholes, if required, to remove collected debris. Hydrostatic Testing (force main): Force mains shall be pressure tested at 100 psi for a minimum of 2 hours. See section 02666 (Hydrostatic Testing) for procedures. Gravity sewer mains shall be visually inspected (tamped) by the City of Sanford Utilities and the Engineer, Provide equipment necessary to perform visual inspection and make sure all lines are clean, free of debris, all benchs ore poured, frames & covers ore set and any required touch-ups to the manhole coating has been completed prior to inspection. Provide a minimum of 48 hours notice of lumping inspection. Lumping shall be after all manholes, piping, benching and interior/exterior coatings are installed. Gravity sanitary sewer mains shall also be TV inspected and the site contractor shall provide both the City and the Engineer with a copy of the video tape for review and approval prior to final acceptance, Maximum allowable horizontal and vertical deflection is 1/4'. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2 -ft. of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects, and reinspect. SANITARY MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface, Elsewhere, set tops 3" above finish surface, unless otherwise indicated, Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. Form continuous concrete channels and benches between inlets and outlets. TAP CONNECTIONS: Make connections to existing piping and underground structures, so that finished work will conform as nearly as practicable to requirements specified for new work. BACKFILLING: General: Conduct bockfilling operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed - FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. Z Q N W w lY 0 W CLW M CL U I_ L— U LLLJ n- 00 E-4 N N �y w� !;�CO � � q IN 00 `0 til 04 I �E.I�t.. Y r, Co AWO�'1r 00 D3 ENGINEER - DESIGN DRA __ 0) C } � I DSG C r_ q ®ATE �u�Y,001 � ,� if SHEET �. QF Ill �_ a)f1 ,E -, t2 -7 `® 2 ( (1) LLJr*_-,U . N7 0 w W y. " it'' Co 0 0 ; 0 . Q '4 a) LLI Q , +-❑ in "_- N Z F) -06O ,. a W0 � .L= (D U_ LL C t,} � 00 ,�O ` o UJ ca)10 OU 0) d V) N. 4°- Q (I'} mt C 0 Z ,O �/ X O 0 t ('11), u_ C) o _t � 0 a- co a- 0) O C r co tri C Q C O I,, 0 a v _m -a 17,1 tD L, -)i -JA I// O � l�' RONALD HENSQN II, P.E., FL REG. 34836 DESIGN DRA __ I CHECK RMH I DSG PROJECT N0. ®ATE �u�Y,001 SCALE ,� if SHEET �. QF LANDSCAPE LEGEND - HO#202-083 LEGEND J CITY CODE BOTANICAUCOMMON NAME SPECIFICATIONS _EH _3 Chamaerops humilis 3-4'oa, 15g, 3 tr min, Spec Be B07TOM OF BANKt�E OP�K 2 BC BACK OF CURB E xl-�,-TING European an palms W co N", -BACKFLOW PREvENTER 1! 4- -10'x5-7', 1Y2 -2"c, 30g, mt Z Z BM - BENCHMARK LIA LageTstroemia indica x fauriei 'Acoma' PC - BURIED POWER CABLE �7 B Acoma white crape myrtle LLJ LU. ( Y), CALC - CALCULATED C&M CALCULATED & MEASUREDjaponicum4 LJT Ligustrum japonicum tree 9-11'x10-12% 2'/7-3"/x c, 65g, mt, CENTRAL ANGLE cBw CONCRETE BLOCK WALL Ligustrum tree hvy cnpy, Spec CF CONCRETE FLUME LI �0 PQ Paspalum qua&ifariurn full, 3g, 4'oc 0 O'� CHW CONCRETE HEAD WALL A K CLF CHAIN LINK FENCE OAK Evergreen paspalum grass 262% 4 CENTERLINE 4 11c @dbh (4 QL Quercus laurifolia 10-12k4-5 Z 0 CM CONCRETE MONUMENT + NMI Laurel oak AL PIPE CMP CORRUGATED MET i /23 Co CLEAN OUT 5 QV Quercus virginiana 10-12x4-5, 4"c @dbh (4'/2') GONG -CONCRETE COVD - COVERED Live oak LLJ W 7-� CP - CONCRETE PAD ------ 3 QVII QuerGus virginian3 16-18x7-9, 6 r,@dbh (41/2') - CONCRETE WALKWAY (L CW D MEASURED Live oak &m DEEDIDESC & DRAINAGE EASEMENT 0� EAmT. iiF_1DGf-- 54 -a -15"x 15-18", 3g, 30"oc DE R1 Rhapbiolepis indir, 12 LLJ W DEsc - DESCRIPTION 25 241 W Dwarf Indian hawthorn DOT INLET asiaticurn 'Bronze Beauty' 163 TAB Trachelospermun full, 1g, 24"oc > DID - DUMPSTER PAD /24 L.LJ W 5 Bronze Beauty A -Jan jasmine T DW -DRIVEWAY 77! (M - ELECTRIC METER VS Viburnum suspenium 24-30"oa, 3g, 30"oc 0, ------ ti -­ ------ Cq C\I ES X"', Sandankwa viburaurn - ELECTRICAL BOX EsmT - EASEMENT e�% 0 L 1 54 VS1 Viburnum suspensum 30"oa, 3g, 30"oc EIP - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE b x Cq rinkt3 P Ewa Sandankwa'viburrium 04 RATE MAP 10 SSE Stenotaphrurn secuhdaturn 'Palmetto' Whole, solid pieces, as required, FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT Palmetto St. Augustine grass FL FLOW LINE d6h'oted w/ graphic stippling andfor'SSE sod' Pine bark medium nuggets mulch cy at 3" depth and as noted (11 V2" on tree FOUND --------- FND GAS LINE -------- -- ------- Rootballs following inspection) IUD - GAS METER LtA Visa - GUY WIRE ANCHOR ----------- HANDICAP PARKING LANDSCAPE NOTES HR _HANDICAP RAMP INV - INVERT ELEVATION W4 ra - N -4 IP [RON PIPE OAK -Landscape contractor (LC) all be responsible for all materials and work called for on the l4ndscape plans and in the landscape J shall IR IR ROD 4 L notes and legend, Plans shall rule if there are any discrepancies in material quantities. All quantities to be verified. E-4 ARC LENGTH Vt- LIGHT POLE LANDSCAPED AREA MEAS - MEASURED -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. -LC shall coordinate their Work with othercontractors to assure efficient and timely completion of the work. LSA MITERED END SECTION 62 03 -LC shall be responsible for supplying all materials, labor and equipment for the performance of their portion of the work. MONITORING WELL -LC to verify all existing grades, d,imensio,is and field conditions and notify owner of discrepancies before proceeding with work. L 14&D NAIL & DISK NGVD - NATIONAL GEODETIC LC to call Sunshine State 6' -432-4770 to have all utilities located. in ne at 800 VERTICAL DATUM ko ,,3 -LC to protect existing utilities, Structures, surfaces and Vegetation noted to be saved and be responsible for repair/replacement. co NIS - NOT TO SCALE OHE - OVERHEAD ELECTRIC -Protect trees to be saved Per defail*. Vehicle Parking, material storage, or soil remoVal/addition is hot permitted within dri- ines. - ON LINE OL -Round-Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be LLJ ORB -OFFICIAL RECORDS BOOK "� E-, PC POINT OF CURVATURE replanted. Extreme care shall be taken to prevent ovetspray and/or drift onto existing plant material to be saved. Mfrs 0 - co gz� PEP PER ENGINEERING PLANS PC PAGE recommendations shall be followed. Remaining Weeds and their roots shall be removed by hand prior to installation of plants. 44 .144 04 C. A Resprouting weeds and plants are the responsibility of the LC through the one year warranty period. 114 - PI POINT OF INTERSECTION P&M PLAT & MEASURED 9 -All plant materials shall be graded Florida No. 1 or 66tter as outlined under current Grades and Standards for Nursery Plants, C) POB POINT OF BEGINNING POC POINT OF COMMENCEMENT Division of Plant Industry, of Florida, unless otherwise noted. Trees measured at dbh (caliper of trunk at breast height of 4 POWER POLE PP RETA a L.L 'id6ts to be free of weeds and their roots. PS PARKING SPACES J/ 1/2'above soil line. All rootballs and c6rita I be required only If existing PT POINT OF TANGENCY L 10 -planting soil of Fla. peat miked 1/2 With clean topsoil forth'e b ckfihing f plant pits and beds shal a 0 a PVC PLASTIC PIPE S_H_ OPPES CO R CURVE RADIUS soil is unsuitable for planting afid/or contains lirde rock or construction debris (to be removed). d so their top root is visible and 2" above finished grade. Do not apply the 1 1/2" of RCP - REINFORCED CONCRETE PIPE st4v -Trees & palms shall be instiIII16 4 RIW - RIGHT OF WAY .W 117 VIS, 1 mulch to the top of the e6otball until after inspection of each tree. SANITARY MANHOLE e for adverse soil or drainage conditions, determining sub -surface soil conditions, SAN - SANITARY LINE 141:� -Landscape architect is not r6sponsibli SN - SIGN underground objebts/utilities or the accuracy of property lines or information portrayed on surveys or on documents or plans 00.00 - SPOT ELEVATION h, provided by others. Owner or their agent is solely responsible for future maintenance of all plantings to maintain safe visibility -SD- - STORM/DRAIN LINE STORM MANHOLEw n a vis y stg triangles and vehicularus an pedestrian -- ----- ---- 48 TRANSFORMER -Finished grade Prior to mulching or sodding to be 3" below top of adjacent surfa'cds SO ,h as w�lks, curbs and driveways Efl 106 extending perpendicularly from the surface edge for a minimum distance of 18". STORM INLET -All palms, trees, shrubs and g'rodhdcovers shall be fertilized With Agriform 20-10-5 or SierraTabs; 16-8-12 planting tablets. One -T- UNDERGROUND TELEPHONE Q) tablet/ 1 gal, 2 tablet.� -gal and one tablet/ each 1/2" of tree trunk dia eter. Application 5/ 3 gal,' tablets/ 5 or 7 gal, 4 tablets/ 10 TB - TOP OF BANK Tp - TRAFFIC POLE shall be as Per the details and nrift's recommendation. Four inch containers and smaller to receive one teaspoon Osinocote 16-6- 71 TRAFFIC SIGN L 1-4 E_ 9A K 12 Customblend for Florida in each TR -TELEPHONE RISER g., hble. < TSB - TRAFFIC SIGNAL BOX -Apply Ronstar or ao; roved 6quail to all. p-16hti6g beds following Infes. r6commeridations after planting and prior to mulching. TSW - TRAFFIC SIGNAL WIRE LTT p __J rPPTTQTCO TV - CABLE TV RISER L_J c) TYP - TYPICAL In LIE - UTILITY EASEMENT ti 4 9QU 04 -ch i Up - UTILITY POLE BANK -All planting beds and trees to receive mcd. pine bark mulch. All eootballs of trees (which require 4 foot wide mulch rings in turf -W- WATER LINE I cH3 areas) shall be mulched to a 1 1/2" depth following inspection. All other planting beds to receive a 3" depth. Mulch shall not touch A Ad WOOD FENCE A trunks or stems or be applied within the c.•owns of grbundcovers or over their branches or foliage. WATER METER & WATER VALVE -LC to maintain all plant material in a plumb, upright and stable condition. All trees/palms to be guyed/staked as per details. f NUMBER ABBREVIAIION LEGEND rx4 ' ' i.v< all plant material. EASEMENT NUMBER f q b&b balled & burlapped -LC to remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from I 15 1Z I .1es4 bt boots -LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owners final acceptance. QIL A, bpp bibbs per pot -LC to provide a one-year warranty for tyres/ aims, three months for shrubs, groundoovers & vines and, thirty days for sodcn ?Q U acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of c caliper Warranty period shall start With final acce TREE CHART . ...... cnp canopy -ant roaterial shall be warranted for ninety days (sod for thirty days) from replacement date. 0 the warranty period. Replacement pt 1-s%mmi Coll collected practices Generally, material 105 4- TREE a Warranty shall apply only to material thal lies due to poor qu lity, improper handling or installation prac cont container -site shall not be warrante.l. Adverse weather conditions shall not apply. Proper watering and maintenance are the 106 4 OAK transplanted on -1�76a LJ ct clear trunk 107 4-* TREE owner's responsibility during the warrahty period. < Cy cubic yards 4* OAK -Hedges to be maintained at a 4' height. C6 205 - 5" TREE ()AK dia diameter rrigation system With rain sensor. . ...... HUMAUK) -Provide 100% coverage of all landscape areas using automatic underground i 206 - 8m TRFF 4 exstg existing 207 - 15" PALM E-, 11 ve 236 - 4m OAK fg field grown CAPE CCbE NOTES (schedule U& J aoPly) CITY OF §ArNFORD LANDS 11 to ground -:1 241 - 4m OAK ftg fu Vehicle use area of 19,100 sf (less 5000 sf allowance): 14,1100 sf 245 4* TREE gallon Gb A13 9 250 - 4" OAK QV ht height Landscape area required (vehicle use aria of 14,100 divided by 50): 283 sf" 262 - 4* OAK A 6 19R, Parking space landstAp�e area required (24 @ 10 sf): 240 sf hvy heavy 523 sf ------ vA F_DcF_ If linear feet Total landscape area required, ' VS111 - -------- 1, _5 1. --- ----- Ivs leaves Landscape area supplied (interior): 1000+ sf STAKE mt multi -trunk Tree to remove: #205 declining/d4friaged cherry laurel HA 11-1 oa overall Trees required (8 canopy/5 understory): 13 a) tpAILI" _r0 0) GUY WIRE vo on center C C:) oc Trees supplied (I existing c6hOpy/j2 canooy/l 2 understory) 25 CN Q sf square feet J", Shrubs required -interior (523 divided by 10): 52 spd spread -interior islands: 60 E L HAPPf­-._� Shrubs supplied (D TRUNK 0120'TYP. spec specimen '2 r QA sst single straight trunk :D st single trunk PLAN stk staked in pot C) 0 2 6 stm stems a) p I_ Lo ACK HOSE OR STRAP IN FIGURE 5 AT ------ E b Lu r- (D STAGGERED L4 tri trellis R QVI ED LOCATIONS ALONG TRUW ------�tP LU N tr trunks V 71 0 trans transplant SALV. TURNBUCKLE 6' LONG 12 GAUGE GALV. WIRE > S < Ln typ typical C, < SAUCER AT EDGE OF ROOTBALL PLASTIC FLAG MULCH AS -b J SLOW RELEASE FERTILIZER TABLETS Z SPECIFIED AS SPECIFIED *^CKFILL AS Yap W -Cor SPECIFIED FINISH GRADE --'i 1'' '- - V KLOW 1111111111 0 U_ PRESSURE TREATED WOOD STAKE OR LL! ------- C) co REBAR WITHIN MULCH RING U ------------- ::D 0 c? C: REMOVE SURLAP FROM TOP 1/3 (D Qvi LL1 C� LIA 0 0 10 OF ROOTBALL REMOVE ALL NDNBIODEGRADEABLIE Lu oll COVERINGS PLANTING HOLE TO BE:Con -4 NO Z 0 0 24: WIDER FOR RDOTBALLS UNDER 3- DIA. ROOTBALL ONTOViPED FILL Z,4 Ll A 0 M 40 WIDER FOR ROOTBALLS OVER 3' DIA. LL_ C) TREE PLANTING /GUYING DETAIL 2a - S NOT TO V -&J t .... ....... . AR (a C: 0 C3 ED as ,n to detail. ID erected prior to an _0 be y co�pt ruition, in general area of trees to be protected. STAKES AT 1/2 VIA. OF TRUNKS 4- 0 0 1. I'm*, protect ioi shall be provided ...... 2L SET INTO PREVAILING WIND ----- — ------------ -C 2. Trees and clue tars of trees shall be ----------------- --- :: ------------------- EL marked and phYsicitily protected from it - _ _ parklnc.-storage of materials and• PLASTIC TIE IN FIGURE 8 ---- ------- seeondL" %t1lItY line lo"t1ons' 2: 1.1.tIeg vegetation re -ani; after ENGINEER Frubbipt for building Pads. structures. ATTACHED TO STAKE - ------- MULCH AS SPECIFIED right of —y. pirking.areas and W. d4orlat.,tbia,carmtruct-lon SAUCER AT EDGE OF ROOTBALL process • of -Abs •development. FINISH GRADE 1* ft--- RONALD HEN SON 11, P.E., FL REG. 34836 vinir,um radius to be Protected, Is SLOW RELEASE FERTILIZER TABLETS BELOW ROOTBALL 4. *&tire 4ripllh*, so AS SPECIFIED DESIGN DRAFT CHECK 4�0CID, MULCH AS SPECIFIED 5. Barriers .tor,re=ln In Place until so"; SLOW RELEASE FERTILIZER Garden Design, Consultation & Education Garden & Horticultural Photography :11,PLY111%coogtruction and heITY FINISH GRADE Z* BELOW Tt�,P Roo r TABLETS AS SPECIFIED RMH DSG qu pmeat I cut bf area. Uprigbts .- the of 4-: 4 BACKFILL AS SPECIFIED BACKFILL AS SPECIFIED Tf STEPHEN G. PATEGAS, ASLA PROJECT NO. 111 ;­ - ­ wi�_ Land -"pc Archki"k - FL REG #1090 s�n�K- centers. lumberman JqJ 1 0 L, Jt ih 110 -:"x 00080L KRISTIN G. PATEGAS, APLD, FCLD 7. Horizontal& - the equivalent of two courses of 4'� roPiliff-Ith Y*110w REMQVt ALL NONSIODEORADEABLE Landscape Designer plastic tape flagging- c6k.RTNGS. DATE REMOVE ALL NONBIODEGRADEABLE Ili— I JULY1 2001 COVERINGS I TAMPED FILL"OR* GRADE 407.622.4886 -0- fax 407.622.4887 TAMPED FILL OR SUBGRAPE X 1425 BERKSHIRE AVENUE 2X SCALE icS' FtiN WINTER PARK, FL 32789 20 SHRUB /GROUNDCOVER PLANTING DETAIL garden@hortuscasis.com ' www.hortusoasis.com Typiqal,_"'Tree� Protbotionabtats : TREE PLANTING /STAKING DETAIL NOT TO SCALE NOT TO SCALE SHEET NOT TO SCALE 8 OF 9 I OT BOULEVARD PLAZA ZONED: GC -2, GENERAL COMMERCIAL FLU: GC, GENERAL COMMEROAL EXIST ; Cz RETENTION := P A INSTALL. THE SITE IRRIGATION MAIN AND - CONTROL WIRES INSIDE SLEEVES. RECONNECT AS REQUIRED. I ON 2 ` VAL 9QE CPY ..:- .•.. . 112" 23 I 4K 21 CAP AND REMOVE THE SITE SLEEVE5 �- /-IRRIGATION HEADS THAT CONFLICT e f WITH THIS PLAN_ X s, <.. 1 N , I' B4 Z //�ftllaN, {f _5F_� • I FIF :,. -t `N`.. „,,,rRfq,,.a„ly e C D ■rq:„y„gtr,...l.,.,. '? ' 7 ' M r' VAM (11/T2'2] z 2/ �LEE�/E D ��., nn 2' 5LEEVE p F / $f x. .E ;` gf eI �� �'� D - _ 3i' d A -EXPRESS M F .Y z 1`Y i f ZONED: GC -2, GENERAL COMMERCIAL rrl .. �rrrfr! D s , 314 2 D FLU: GC, GENERAL COMMERCIALtf, 3` <4 2� u M SLEEVES m L5EVES M z }. 1 1, D i € e #, f.. ,� # : 4 - M 114' .,. .. :. L Y u I, ® 2 SLEEVE z p .. t: \. R.E'TAI #l-kcly , kj P -/.'I r->. — 3' 4 2' 5LE'IVES GENERAL NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TOA MINIMUM DEPTH OF IS' OF COYER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12' OF COVER 3) ALL Pop -Up RoToRB AND SPRAYS SHALL BE INSTALLED USING AN 18' PVC FLEX PIPE CONNECTION. DO N4CT USI= FUNNY PIFE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES ! BLDG. WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOC"GlNG. 6) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. i) ALL RISERS SHALL BE STAKED WITH A STEEL AWBLE AND SECURED WITH PVC ULTRA -VIOLET LIGHT PROTECTED PVC CLAMPS. 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USINIG KING 'ONE STEP' CONNECTORS AND SEALANT WITH WIRE NUTS. 9) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL VALVES, GATE VA -VES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES lU ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA 1S SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) ALL RISERS SHALL BE INSTALLED 12' FROM ANY WALL AND A MINIMUM OF 12' FROM ANY SIDEWALK, PATIO OR ROAD, 13) THE EXACT HE IGHT OF .ANY 12' POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WOW - 15) ALL WORK SHALL BE GkARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP - 16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OWNER OR AS PART OF ELEC. PLANS AS SPEC. NOZZLE CHAIN 1800-15F 3.1 1800-15TQ 20 1800-15TT 25 1800-1514 1.9 1800-15Q 12 1800-150 1.0 18(40-15EST b1 1800-15CST 1.2 1800-15CST-5 so 1800 -10F -LA 110 1800-1150T Li 1800-158ST 12 1800-12H 1.2 1800-IOT-1-4 52 1800 -10Q -LA 39 1800 -101x1 -L149 FLAT HALF 1800 -814 -FLT i9 1800 -SQ -FLT 39 1800 -ST -FLT .52 IWO-5FI-13 1.5 1800-5CST-13 BO 1800-514-5 1.0 l0UglfA_1t,Vd}J ,zA=I=A 15' FULL 15' THREE QTR. 15' TWO THIRD 15' HALF 15' ONE THIRD 15' QUARTER 4' X 15' END STRIP 4' X 30' CENTER STRIP 5' STRIP BURBLER 10' LOW FULL 9' XIS' SIDE STRIP 4' X 30' SIDE STRIP 12' LOW GALLONAGE 10' LOW ONE THIRD 10' LOW QUARTER 10' FLAT HALF 10' FLAT HALF 10' FLAT QUARTER 10' FLAT THREE QTR 5' STREAM ISU55LEI 5' STRIP BUBBLER 5' HALF BUBBLER 1r ADJUSTABLE IDEWALK, CURB SPRINKLER NOZZLE To. 9' SEE CHART 2 ��lju 1— BODY ASSEMIBLY LEX PIPE USE 6E 112' ON PRAY HEADS f l e �� i U/ PVC STREET ELL 'VC TIEE SXSXS )R ELBOW ATERAL LINE -, HEAD DETAIL WALL OR STRUCTURE 12' INSTALL RISER 4' ABOVE INSTALLED PLANT MATERIAL 4' PAINT A COLOR CHOSEN BY THE I_ A_ PVC SCH. 40 RISER ULTRA -VIOLET PROTECTIVE PVC CLAMPS MULCH STEEL ANGLE— `PVC TEE OR ELBOW SHRU5 RISEiR DIHTAL LEGEND 0 RAINBIRD 1800 SERIES 6' POP-UP ■ RAINBIRD 1800 SERIES 12' POP-UP , RAINBIRD 1800 SERIES SHRUB SPRAY ON RISER IASHOTHELZ 1 1/2oR XES1NmPA' CLASS 200 PVC MAINLINE -11 1/2' CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN. CONTROLLER-RAINNBIRD ESP -!_X 8 STATION AS SHOWN ON THE PLAN, INSTALL WITH A MINI-CLIK II RAIN SEN6OR GROUND WITH A MINIMUM 8' COPPER CLAD ROP. COORDINATE RUN TIMES WITH THE SITE IRRIGATION SYSTEM CONTROLLER THIS CONTROLLER SHALL NOT RUN AT THE SAME TIME AS SITE SYSTEM. TIE INTO THE EXISTING IRRIGATION( SYSTEM (D CONSTRUCTED BY BOULEVARD PLAZA. ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX- FINISH GRADE 6' MIN. �.�„�.. I%.IF,~ EXPANSION SURGE CABLE 45VALVE 1 45 -• — `- 6' GRAVEL TEE TO LATERAL LINE BASE MAINLINE PLACE CONTROL WIRES UNDER MAIN ELECTRICAL VALVE WIRE AS PER LOCAL CODE SINC-LE THROW .7 16 AMP SWITCH ®I�®� ®I� -CONDUIT -. ELECTRICAL .. 120V. POWER WIRES -CONTROLLER DETAIL cq p4 co 0 w Lo �2 co ui 1-1-4 0- 44 C4 17- co 41 O CO ckl Q C4 J V' 7' 1 "qO Q 0 p ly-co N4- E-4 i w Q) -r_ c C } CN c d i Q � Z � Q3 Q I--- 0 [n E-6 UJw- :V U 'r' c N y.L; U D O Ce CYi � ` ,LQ I-® Qom' u-, r u n oc) I:m ::DO o 00 NO NO c l c � c” � c �j r, }ui Q0 C) o '0 a 0� O M �► 0) 0 c o 0 _p m 0 � O cn r ENGINEER DESIGN DRAFT CHECK LWS LWS I RMH PROJECT NO. 00080IRR DATE AUGUST 2002 SCALE 1 it _ 20' SHEET 9 OF 9 cAli � M d� v� CO O v,••W1 0 Ew-- v O � U d e er Ng Cti � ca_(0, Li �CIO 04 N Q� t- cl) cq p4 co 0 w Lo �2 co ui 1-1-4 0- 44 C4 17- co 41 O CO ckl Q C4 J V' 7' 1 "qO Q 0 p ly-co N4- E-4 i w Q) -r_ c C } CN c d i Q � Z � Q3 Q I--- 0 [n E-6 UJw- :V U 'r' c N y.L; U D O Ce CYi � ` ,LQ I-® Qom' u-, r u n oc) I:m ::DO o 00 NO NO c l c � c” � c �j r, }ui Q0 C) o '0 a 0� O M �► 0) 0 c o 0 _p m 0 � O cn r ENGINEER DESIGN DRAFT CHECK LWS LWS I RMH PROJECT NO. 00080IRR DATE AUGUST 2002 SCALE 1 it _ 20' SHEET 9 OF 9