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HomeMy WebLinkAboutCONSTRUCTION PLANS PAGE 1-15EXCAVATED WATER DISTRIBUTION NOTES: STANDARD POTABLE WATER SEPARATION STATEMENT.- c `D } TRENCH WIDTH BASE REPLACE TRENCH ¢ N W 10m °w � � SOLID COPPER LOCATOR WIRE I WIDTH LIMITS OF NEW 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO 1. SANITARY SEWERS INCLUDING LATERALS), FORCE MAINS, GAS MAINS ,AND Q z PAVEMENT ( ) c SHALL BE PLACED ON TOP OF PIPE 1 THE STANDARD SPECIFICATIONS OF THE PSLUSD. �y P 4 STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. z r AND LOOPED AT EACH BELL FOR FINISHED GRADE ALL WATER AND FORCE MAINS _ _ _ _ I I SANITARY SEWERS, FORCE MAINS, GAS MAINS, AND STORM SEWERS CROSSING c m S w 3 0. I - - TRENCH WIDTH 2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC), SHALL CONFORM WATER MAINS SHALL BE LAIb TO PROVIDE A MINIMUM VERTICAL DISTANCE OF � � Lu m m l I -- I I ---- TO AWWA C-900 OR C-905, PRESSURE CLASS 150, OR (18). WATER MAIN WHERE 18INCHEB BETWEEN THE INVERT OF THE UPPER PIPE AND 7WE CROWN OF THE w a a a E� \.�\\�\\n n\� \\. \�\\�\\� SEE NOTE 1 I SPECIFIED AS POLYETHYLENE PE), SHALL CONFORM TO AWWA C-901 OR C-906, cD W oil � � � � o a � � F � s/ \ (SAW -CUT AND I ( LOWER PIPE WHENEVER POSSIBLE. w a z 0 REMOVED EXISTING STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO, N 000 d E 1 1 3 B a FINAL I �/ \ I / ASPHALT) I MECHANICAL SAW CUT DR (9). ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE U5 u� d o o a BACKFILL I \ L - EXISTING PAVEMENT IN A WATER MAIN PIPE JOINT5 ARE EQUIDISTANT FROM THE POINT OF CROSSING V) 3 z a " I �l� SEE NOTE #4 NEAT STRAIGHT LINE (TYPICAL) 3'. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR. (PIPES CENTERED ON THE CROSSING), ¢ - 0 g Fw % /,� TACK COAT PLAN VIEW 4. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED z Z LLi W ° a ALL SURFACES ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED. O �'" w m a w 12' & EDGES OF BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL IN5TALLATTONS 4a a. O L L n J 12" 12" 6" 6" 12" 12" ASPHALTIC CONCRETE 2 m 6" MIN. 8" MIN. (FLAT TAMP) OF EXISTING WHENEVER POSSIBLE. Z ui PAVEMENT TYPE & THICKNESS TO = o � � � � � MIN. MIN. 5. GATE VALVES SHALL BE RESILIENT SEAT TYPE BY AN APPROVED MANUFACTURER w = a a o y ZN \ 12" MAX. 12" MAX. \ MATCH THE ADJACENT ROAD g 0 �, a xremo wa INITIAL �/ (MIN. 1" THICKNESS) A5 DETERMINED BY THE PSLUSD. VALVES SHALL CONFORM TO AWWA C-509, IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL x W i m a w o a, ox BACKFILL \ PIPE ZONE APPLY TACK - SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN P g a 3: $ m� - �-T/ PIPE \ (SIDE TAMP) EXISTING COAT TO MECHANICAL SAW CUT 6, WATER LINES SHALL BE SACKFILLED AND COMPACTED IN ACCORDANCE WITH `L 3 1 0 3 2 s � \ PAVEMENT- CONCRETE EXISTING PAVEMENT UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE r 1F v m i o w HAUNCHING \R I/ (TYPICAL) P5LU5O DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT W I N LL a _ S� SUBMIT CERTIFIED DENSITY TESTS A5 REQUIRED BY THE CITY, COUNTY, OR FDOT, LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, C d rc z N BEDDING �/ \ EXISTING BASE AS APPLICABLE. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION Z OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE 3. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND CEO d a o 3 G r FOUNDATION a �� FINAL LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY, DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL h ' w W g g (REQUIRED WH N UNSUITABLE > ' \ BACKFILLT12"I CONCRETE C] r d z c m a c'S o MATERIAL IS \ UNDISTURBED SOIL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO t s ^ ENCOU TERED '/ (SEE NOTE 5) 7. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT V) > h Z W q z , n r TD a ) /� OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND J O o $ j w o � \ z PRIOR APPROVAL OF THE PSLUSD AND THE ENGINEER OF RECORD. EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES, A MINIMUM a 7 , 3: w �/� /` /� INITIAL 3 Z a w r ° \ �\ �\ /\ /\ �\ X �\ BACKFILL VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED >- J z b z I z y P k j 0 8. THE CONTRACTOR SHALL NOTIFY THE PSLUSD -AND CITY/COUNTY/ FOOT WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AT I J W N N N_ _ ; i D w w w 3 ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND PRIOR TO CROSSINGS, PROVISIONS OF FAC RULE 62- 604 AND "RECOMMENDED STANDARDS ! U d h C o $, a NOTES: ALL INSPECTIONS. FOR WASTEWATER FACILITIES" (10 STATES STANDARDS) LATEST EDITION J M ` O a t, m � a a 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH ���I�jJw may w � BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 9. APRE-CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, 0 Vj N LI_ Q s z o w m ? IS PSLUSD, AND CITY/COUNTY/FDOT REPRESENTATIVES SHALL BE MANDATORY PRIOR 5. HORIZONTAL SEPARATION OF 15 FEET TO BUILDING, TOP OF BANKS OF LAKES o ow o ° - 0 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM NOTES: SECTION VIEW TO COMMENCEMENT OF CONSTRUCTION. AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED, IF POSSIBLE, AN W I'� a w 4FI� Z � I- - L aA Ei z EMBEDMENT SHALL B COMPACTED f r o A E CO PA lED TO FINAL BACKFILL REQUIREMENTS, IF THE PIPE IS ABSOLUTE MINIMUM OF 10 FEET MAY BE ALLOWED ONLY WHEN UNADVOIOABLE. D-' U d' O E _ �i 7L o ,�' S 3' a w INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND 1 PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH, 10. TRAFFIC CONTROL, BARRICADES, ETC., SHALL 8E IN ACCORDANCE WITH THE O E 6 m ti a h"S P" UUMI'AQ[LU IU 12 MIN. UUVLX tltFUKt INSIALLAIIUN UY PIYt. •• •, "" "„` '•1 � ,•�Sb,. ,-...� �. �, �1 i �alr' •. "' �C. JM'3 OF 'uE CUT. 0 (/') U � m '� 2. WHEN AN ARTERIAL OR MAJOR COLLECTOR STREET IS OPEN CUT WITHIN THE LIMITS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND APPROVED BY THE 6. ALL UTILITY SEPARATIONS & CLEARANCES SHALL BE IN ACCORDANCE WITH r g S v ff v i z "� z 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM ROADWAY INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. CITY ENGINEERING SECTION. P54USD STANDARD TECHNICAL SPECIFICATIONS, LASTEST EDITION. 0 W � Q AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH 3. WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO J LaJ U 4 15 5 P 9 du i OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. 11. MINIMUM COVER SHALL 8E 36 INICHES EXCEPT AS APPROVED BY THE UTILITIES P @�i P = mTWO I; V. i ; w 6 z o 3 u ° 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. THE OPEN CUT AREA•LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN ENGINEER AND PSLUSb.ui 7 p g g3 � w m o 4. THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS PRIOR TO OVERLAY. 12, DISTURBED AREAS $HALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE r Y = :� m z 5. AN APPROVED LOCATOR WIRE SHALL BE USED PER THE QUALIFIED PRODUCTS LIST. THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS. PAVEMENT > W 0 0_ ..iU y Ltj z w N MARKINGS SHALL BE IN ACCORDANCE TO F,D.O.T. STANDARDS. GOVERNING AGENCY REQUIREMENTS. $ HYDROSTATIC AND LEAKAGE TE517NG $S 3 { tt_ °Q ; '� d m o 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD S. 3,000 PSI CONCRETE WITH FIBER (8" MIN.) URI or m m STANDARDS. 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS. 13. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO A. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT SUCH AS ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OF 1 0OX T-180. CONSTRUCTION AND PROTECTEb BY THE CONTRACTOR. PUMPS, GAUGES AND WATER MEASURING TANKS AND SHALL PERFORM ALL WORK MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: D-01I MINIMUM CONSTRUCTION STANDARDS FOR DETAILe 044 DETAIL:O-0S 14, WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE REQUIRED FOR PIPE PRESSURE AND LEAKAGE TEST, HYDROSTATIC AND LEAKAGE It CITY OF PORT ST. LUCIESTANDARD SEPARATION DOTE 0312010CTTT OPTORTST. WCIE MINIMUM CONSTRUCTION STANDARDS FOReoDs.E.oaDEN LANE Pao a.E. oaDEN uNE STANDARD PIPE TRENCH CROSS MTfl OYL010 k CITY OF PORT ST. WCIE UTILITY ROAD CUT PAVEMENT DATE: o3r2DIO APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA TESTS SHALL BE MADE BETWEEN VALVES AND/OR CONNECTORS FOR EACH �\l/'y�{F\)/ POa S.E, ODDEN uqe C-651 FOR DISINFECTION. SECTION TESTED USING THE PROCEDURE OUTLINE IN ANSL/AWWA C600. PORT ST. LUCIE, FL 3988E FREQUIREMENTS SCALE: N.T.& FORT ST. LUCIE, FL 34NS SECTION SCALlI N.T.S. ti�900&E. SDEN A 34PP3 RESTORATION sc4yE: N.Ts.PHONE IA21 S]3•S9a0 FAR (TT2) n3E48i SMEET:1 OP 1PHONE l]]21 S]3.8400 PAR PIS) ST3M933 SHORT:1 OF t PHONE (Y72) ST3•P400 FAX (TT2) STJd933 BMEET:1 Of 1 ��--- 24" WATER, SEWER OR REUSE UTILITY I CUSTOMER 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING B. HYDROSTATIC TESTING SHALL BE PERFORMED AT 150 AND 100 POUNDS PER -�-�4 UTILITIES AND DRAINAGE. SQUARE INCH PRESSURE, FOR A PERIOD OF NOT LESS THAN TWO HOURS FOR CAST IN COVER AS APPLICABLE PAN MAINTAINED MAINTAINED WATER/FORCE MAINS AND LOW PRESSURE MAINS RESPECTIVELY. THE FINISH COVER MARKED "SEWER" MATCH 4" -WIRE PORT 3"D X r THICK BRONZE DISC ANCHORED IN � FIN CONCRETE PAD WITH HOOK DISPLAYING 11" DEEP ISH 16. THE CONTRACTOR SHALL FURNISH RECORD pRA WING INFORMATION TO THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS GRADE AND PAINTED GREEN ® GRAPE ENGINEER INCLUDING LOCATIONS OF VALVES, FITTINGS, SERVICE PER HOUR DETERMINED BY THE FOLLOWING FORMULA: 24„ A 6'GV A LETTERS CAST INTO DISC STATING NUMBER OF CONNECTIONS, SLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER PERTINENT } V) TURNS TO OPERATE &SCHEMATICALLY IDENTIFIED " " A° D " L T \ INFORMATION NECESSARY TO LOCATE ITEMS. CONSTRUCTED UNDER THIS L= 5D P " Z O %X TLRJS MAIN &VALVE LOCATION * TEE I Z . ^ > i \ ,../i g o z ® PROJECT, AS REQUIRED BY THE ENGINEER AND PSLUSD STANDARDS, 148,0�00 0 4'' 4" I"'-3,�-"'11 ° a0 N 17. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR. >kLOCKI G CURB 90 BEND PSLUSD ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND S = LENGTH OF PIPE TESTED, FEET. o I STOP I(TYP) (TYPICAL) 6"MIN- CONCRETE COLLAR 12 4" t2„" * ANOLE VALVE APPROVED ON THE TAPPING VALVE AND SLEEVE, D = NOMINAL DIAMETER OF THE PIPE IN INCHES. W .p. METER VALVE O W/ (1) #4 REBAR P = AVERAGE TEST PRESSURE MAINTAINED DURING THE 2' CONCRETE VALVE COLLAR PIN FOR-. W/LOCK (eaass) 0 18. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 14 GAUGE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE. N ANCHOR PACK JOINT *TEE INSULATED SOLID COPPER WIRE (BLUE IN COLOR) AND IDENTIFICATION TAPE w o 0 1 BALL VALVE SCREW CAP/PLUG WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE C. THE TESTING PROCEDURE SHALL INCLUDE THE CONTINUED APPLICATION OF $ SECTION A -A m (TYPICAL) ACCESS BOX WATER MAIN IN ACCORDANCE WITH THE PSLUSD SPECIFICATIONS. THE SPECIFIED PRESSURE TO THE TEST SYSTEM FOR THE TWO-HOUR PERIOD BY #4 REBAR 24" X 24" X 6" THICK 90, BEND tO i AND COVER CONCRETE COLLAR 0 WAY OF A PUMP TAKING SUPPLY FROM A CONTAINER SUITABLE FOR MEASURING FINISH GRADE MATCH EXISTING SURFACE ? 6" RISER 19'. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN WATER LO55, THE AMOUNT OF L055 SHALL BE DETERMINED 8Y MEASURING THE BALL VALVE > ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PSLUSD VOLUME DISPLACED FROM SAID CONTAINER. ANY EXPOSED PIPE, FITTINGS, •' >: "• *METER BY PSLUSD (nP) I (TYPICAL) " VALVES, HYDRANTS, AND JOINTS SHALL BE EXAMINED DURING THE TEST. ANY >� I Ioc% REQUIREMENTS. DAMAGED OR DEFECTIVE PIPE FITTINGS, VALVES, OR HYDRANTS THAT ARE co REDUCED PRESSURE ZONE (RPZ) 20. ALL WATER MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING DISCOVERED FOLLOWING THE PRESSURE TEST SHALL BE REPAIRED OR REPLACED J Z ROAD MATERIAL BACKFLOW PREVENTER ASSEMBLY METHODS SHALL CONFORM TO AWWA C-600, - 2 HR MINIMUM TEST WITH SOUND MATERIAL, AND ALL TESTS SHALL BE REPEATED. �"' WIRE PORT PROFILE 6" 45' PVC ELBOW � O a cAsr IRON VALVE Box 21. PRIOR TO ANY TESTING, ALL MAINS 6" IN DIAL AND LARGER SHALL HAVE A b. THE PRESSURE SHALL NOT VARY BY MORE THAN s5 PSI FROM THE REQUIREb m - VALVE BOX ALGNMEW DEVICE TEES AND LINE SIZE SWAB PASSED THRU THE ENTIRE LENGTH F SEE NOTE 2 BENDI FOR ttT_TRE L_n�i'H OF THE LINE. NOT_: SWAB PRESSURE FOR THE DURATION OF THE TEST. IF AT ANY POINT DURING THE MULTIPLEOKCOPPER BALL VALVE ' 1 ' M La WIRE R VALVE ) CDNNEcnoNs(TYPIcgL) "TURNED UP" AT 457. AND SHOULD BE PLACED IN 1st JOINT OF NEW LINE. END OF MAIN SHOULD BE TEST THE PRESSURE LO55 EXCEE05 5 PSI, THE TESTIS CONSIDERED FAILEb.WAPPROVED PLANS (SEE NOTE ALL 45' PVC WYE WHE FCAN S RANCHSWABS NDED -O THAT SWABBING AND A FULL BORE SHOULD THE TEST FAIL, NECESSARY REPAIRS SHALL N ACCOMPLISHED D THE RISER PIPE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSEMBLY CAN THEN BE PLACED. CONTRACTOR AND THE TEST REPEATED UNTIL WITHIN THE ESTABLISHED plpg pER MARKER BALLWILL BE PLACED IN BRANCH LINES AND LIMITS.SEQ_- .._ LL. SWABBED AND FLUSHED.N n/ UANGLE VALVE * L- ^?77- 22, CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. LL IJ.1METER VALVE CBAG OF CONCRETE MIX W/LOCK (BRASS) S----- ' 4IW PACK JOINT WNOTES: �FIN1.I NPVCIt I 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30FI I HIGH STRENGTH STEEL EXTENSION WILL BE ,�AlREQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED r TO THE EMENSION, IS ALSO REQUIRED. TYPE OR BRASS SEE DETAIL W-2A FOR 2. I VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFT{NG OF THE VALVE BOX CONNECTION TO MAIN) PVC CAP AT AGAINST THE OPERATING NUT. TO BUILDING NOTES: TERMINUS 3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS, NOTES, 1. AN ACCESS BOX AND COVER ON THE QUALIFIED PRODUCT LIST SHALL BE USED. N .1 ,. 4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED. 1. SEE DETAIL w-02A FOR ADDITIONAL NOTES, 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL 5. RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS. 2. AT THE DIRECTION OF THE PSLUSD, BOU.ARDS MAY BE REQUIRED TO PREVENT DAMAGE POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE 6. THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION, PSLUSD UTILITY STANDARDS. BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS. * ENGINEER -OF -RECORD TO CALCULATE PIPE AND FITTING SIZES TO ACCOMMODATE 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW. E\I 7. VALVE SHALL BE INSTALLED SO THAT OPERATING NUT AND VALVE BOX ARE LOCATED ON THE NUMBER OF & SIZE OF METER PROPOSED. THE NUMBER OF METERS SHALL BE A MAXIMUM RIGHT-OF-WAY SIDE OF THE MAIN. OF 4 AND THE MINIMUM SIZE SERVICE SHALL BE 2". MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: BST MINIMUM CONSTRUCTION STANDARDS FOR DETAIL; WA12R MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: I NP•D6 CITYOF PORT ST. LyC1E DATle O3/20WIt CITY OF PORT ST. LUCIE COMMERCIAL MULTI -SERVICE DATE: 1aY10H /y¢�✓(�\ CITY OF PORT W. LUOI! DATE: p3/201a ® 9008.E,ODQENLgNE TYPICAL VALVE BOX AND COLLAR POaS.E.00DENLANE ^ITT/E 9DaS.E.000ENLpNE SANITARY SEWER CLEANOUT "Y� "^c PORT ST,LUCIE, FL 39953 SCALE: N.T.S. PORT ST, LUCIE, FL 34BS3 METER BANK ASSEMBLY SCALE: N.Tb. �� PORT ST. LUCIE, PL &MD3 SCALEe N.T.S,PHONE (]T2) BT3E9D0 FAX Q]Y) P]3A933 PN ]]2 ST9 8900 FqX TTZ) ST18933BNBET: 1OP t ( ) ( SNBET: 2 OF 2 PHONE (]]2) ST3�8900 FAX (]]2) 8i3d493 M ?' w II o. Z x ,yw Zi wu�. FILEN��0�r COPY SHEET NO.: V,Y nY•.aYI E,SG�I eY+p d.y J /� BEFORE YOUD16 OF " B� JOB No. 12-066 ENG 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. --------------- ---------- EX SHELLROCK I � PARKING AREA I I I I I I , ASPHALT PAVEMENT12________6.G' -------- ________. I I I I Ex. I I 'GONG. i I EXISTING 3 I ALUMINUM & STEEL POLEBARN ' Ex. CONC 1 i I , , I I I 1 126,6' { II L------------------------------------------------ OVE I GATr I - I RE VE I'I EX. SPHALT j AVEMENT I I I'•, \ .- EX, FIRE HYDRANT. v EX.ASPHALT -- _: i e.. a. ..... ...e......... ... ..X.6' w-N. ..tee.. ,e. .............,,w,e,,.e....,v,......"�..s.....w DRIVEWAY ___ _ ESB EX 6 CONC SIDEWALK A E58 APRON ---------------------------- ----- ----- _.___---_________-________-___-_z FM -- FM — FM FM FM FM FM — FM M _____ FM FM FM.,..-1.4';--=r�.-rtA-.=_-.F,�y__...__,_..,.s,��^,'-_-._ _ _ �'F_;_____________;�, 4 III IT11 EX. A-13 —'— --- --.-®. GRATE EL.12.89 N INV. EL. 6.49 ---------------- _____SINV. E_L._6._65 ���_______________ __ - ______________________________________________EX. 36' -' -y r « - _ _ _ .. __-__ _ EX. 36"RCP _ RGP __ WM-TINvI-�'---t141r11 � WM WM WM WM ,WM _ RIVEWA —_- WM WM .�__�_-Wes______-,-,-_ �,- _ EX. B' CONC. SIDEWALK EX. RAILROAD TIES (TYPJ EX, A41 GRATE EL. 11.89 E INV. EL. 8.94 EX, A-12 TOP EL. 12,14 N INV. EL, 922 S INV. EL, 6,48 E INV. EL, 8.74 W INV, EL. 8.49 15" OAK EX. DIRT PARKING AREA S FENCE I MFR F007 (TYP.) / EX. C.O. REMO CONC. I 24" OAK 20" OAK N 00'01'54" W 176.67' <C_�b EX. AS TO EX. Cl1tVE 48 OAK - _--- - ___-__ �tiix� ° fio wI RE VE E% SPHAL7 a o AVEMENT J ! REMO 12.0' 2a.o' EX PZ EX, - REMO SEX. LROAD n REM E Ex GRI ER R) STA N _REMCiV -------- ___ ,C ___.. ; RPZ._..... .__- �,. EX. 6' CONC. SIDEWALK N 00°DO 0 ' 0 E 37 2 7. 4 _____________.._____..___-_______.___ ____________ � _ Y 3 < F� .a(._-"__-_+P'r--+R4-"----Fi.4--___.cur__.__-_.�4--_--•--F_M - - \<JTr'1 Yxrrv)v)r)v777777,7771 .rtxi5 k-vC r)> v -o- rSp ri<�FWC_--CI � ;'Y v 'N' EX. 2"POLY WATER SERVICE ------------------------------- ----- - ----- ----------------------------------- -- J( p ----------- -------------------------- ,_ EX 6" WATER MAIN WM WM .y-!-,— WM WM WM —i-', WM WM WM ,- . WM — EX i —T�p♦'179yjjy -+"� EX. 6' CONC. SIDEWALK 32" OAK EX. ASPHALT PAVEMENT NOTE: ¢ w EROSION AND SEDIMENT CONTROL - CONTRACTOR I5 (n N RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION •-o AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. sn STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS O AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL O N GRASSING OR 500DING HAS BEEN COMPLETED OR UNTIL r SILTATION AND EROSION ARE NO LONGER A THREAT TO J AbJACENT PROPERTIES AND WATERWAYS. 4 z SIL£FENCESHALL BE IN PLACE PRIOR £OCLEARIAV LLJj WO Z d Q w sraaGE YARD PROJECT AREA: 53,689 S.F. (1,232 AC) Z Q a AREA TO BE CLEAREDJDEMOLISHEN 53,689 S.F. (1.232 AC) X DESIGNATES AREA TO BE CLEARED V 0) 7 L rn WWi EX. BLDG. EX, CONC. PARKING AREA Ex, BLDG, EX. CONC, PARKING AREA tSY {� FM FM _.—__ FM �"M - FM EX, A-9 s TOP EL. 12.73 N INV. EL. 9,44 m S INV. EL. 9.44 E INV. EL. 8.92 x w _____________� WM WM WM —1 WM —/ LEGEND _ HANDICAP STALL <r TRAFFIC FLOW DIRECTION RUNOFF FLOW DIRECTION O NUMBER OF PARKING SPACES EXISTING WATER MAIN vo -- — vw -- EXISTING FORCE MAIN - - EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT TO BE REMOVED )�C EXISTING LIGHT POLE PROPOSED CLEAN OUT Aimq�.c.119 L¢r.w5, d,. I� BEFORE YOU DIG a- v) o z rr m cc 0 ���0 Q W In N N LL __j rVr► z �LL Z w I- LL ® �(-) `t0 �� 0i ULr .J W cn 00 y� I V) i W N N 00 W W I- 0- vO Li t� ) .. 0 m o M m O 1i _ a II o Z Y w o 0 U Q 0 K I 9C.1 N O Q U U'- SHEET NO.: 7 OF JOB No. 12-066 ENG L r W U) [ V Q GENERAL NOTES EROSION CONTROL Section VII (SWPPP Narrative) 1.0 SITE DESCRIPTION La Nature of Construction Activities Construction activities consist of the construction of a new discount retail building, associated paved parking and a dry detention area that will serve the project site in St. Lucie County, Florida. 1.b Sequence of Major Soil Disturbing Activities The following sequence of major activities shall be followed unless the contractor can propose an alternative that is equal or exceeds the erosion and sediment control practices described in this document, and is approved by the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. The contractor is responsible for providing a detailed sequence of construction for all construction activities. 1. Placement of all erosion control devices. 2. Clearing and grubbing, earthwork, filling of the existing lake, and excavation of the dry detention area. 3 Storm sewer construction; on all storm sewer shall be constructed in theupstream direction. n. 4. Water d wastewater utility construction. F Ecrtinq,2n4 ne5n,•(n4nA . ;#k nnnr'hunv "nnk aiihnr•nrlo hnev n0,4 rvmmman+ 6. Final seed and mulch and landscaping and sodding of the unpaved project area as called for in plans. Lc Area Estimates Total site area: 1,23 acres Total Area to be Disturbed: 1.23 acres S.d Runoff Data Runoff Coefficients: Before: 0.81 During: 0.30-0.81 After: 0.81 Soils Data: The sails are silty fine sand to clean sands. The small sand particle size will make the potential for erosion high. Drainage Areas for Each Outfall; Le Site Map The construction plans will substitute as site maps. Locations of the required information are described below. Drainage Patterns: The drainage flow directions are shown on the Paving and Drainage Plan. Approximate Slopes: The slopes of the site can be seen on the Grading and Drainage plan and cross sections. Areas of Soil Disturbance: The areas to be disturbed are indicated on the plan. Any areas where permanent features are shown to be constructed above or below ground will be disturbed. Areas not to be disturbed: Those areas shown outside of the limits of the silt fence will not be disturbed. Locations of Controls. The erosion control devices and locations are shown on the Sediment & Erosion Control Plan. Areas to be stabilized: Temporary stabilization practices are also shown on the plans, if applicable. Areas of permanent stabilization are shown on the Paving and Drainage Plan. Surface Water: Surface water discharge is shown on the Paving and Drainage Plan. The surface waters of the project will discharge to the detention area on the west side of the site. 1.f Receiving Waters Currently, the project sheet flows to the east and west. After construction, runoff will be directed to the dry detention area located on the west side of the site. The dry detention area will discharge to the Lennard Road drainage system. Ultimate outfoll is the North Fork of the St. Lucie River. 2.0 CONTROLS 2.a Erosion and Sediment Controls The following defines general quantities for the sequence of construction and the use of stabilization and structural practices. The contractor is also responsible for documenting this portion of the SWPPP. The construction of this project is expected to last twelve months, Install stabilized construction entrances at all common areas where construction vehicles will be entering and exiting the construction site. The driveways shall be constructed per FOOT Index #106. Install silt fences, Type III, around all ditch bottom inlets on the project, and the project perimeter. Filter cloth under the grates on catch basins may be used in lieu of a silt fence. Install staked turbidity barriers at the locations as indicated in the Paving and Drainage Plan (discharge points). 2.a.1 Stabilized Practices Temporary: Seed and mulch, and sod in accordance with Specification Section 104. Permanent: All stabilization practices shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days of ter the construction activity in that portion of the site has temporarily ceased. The contractor is also responsible for documenting this portion of the SWPPP. 2.a.2 Structural Practices Temporary: Silt fence in accordance with FDOT Index 102 and Specification 104. Staked turbidity barrier in accordance with FDOT Index 103. Soil tracking prevention device in accordance with FDOT Index 106. A stabilized construction entrance to be constructed per FDOT Index 106. All sediment controls shall be in place prior to any soil disturbing activity upstream of the control. 2.b Stormwater Management Stormwater will be conveyed in storm sewer system, cross details, and swales to Stormwater retention/detention ponds. 2.c Other Controls 2.c.1 Waste Disposal The contractor is solely responsible for documenting this portion of the SWPPP. 2.c.2 Off -Site Vehicle Tracking The contractor is responsible for documenting this portion of the SWPPP. 2.c.3 State and Local Regulations (Waste, Sanitary, and Septic) I ne CUII!!'aalar IJ 5Uieiy re$pan5l Die TOrin daCurl1enlillg 'f rN5 par'YiUl1 OY I'YIe JYV rrr. 2.d State and Local Plans This project qualifies for a No Notice General Permit from the South Florida Water Management District (SFWMD). 3. MAINTENANCE ITEM MAINTENANCE POSED REPLACEMENT INTERVAL Silt Fence In accordance with specification 6 Months Section 104. Ponds Remove sediment when it becomes As Required 6" deep. Straw Boles Remove sediment when it reaches 3 Months 1/2 height of bales. The contractor shall maintain rain gauges on -site and record daily rainfall. The contractor is also responsible for documenting this portion of the SWPPP in the Section 104 Erosion Control Plan, 4. INSPECTION Qualified personnel shall inspect the following items at least once every seven calendar days and within 24 hours of the end of a storm that is 0.50 inches or greater. Where sites have been finally stabilized, inspections shall be conducted at least once every month. Points of discharge to waters in the United States. Points of discharge to municipal separate storm systems. Disturbed areas of the site that have not been finally stabilized. Areas used for storage of materials that are exposed to precipitation. Structural controls, Stormwater management systems. Locations where vehicles enter or exit the site. 5. NON-STORMWATER DISCHARGES The contractor is required to submit a dewatering plan to SWFWMD for approval prior to commencement of any construction activities that require dewatering. This plan shall include any stockpile areas and excavation areas. The contractor is responsible for documenting this portion of the SWPPP, If contaminated soil or groundwater is encountered, contact the District Hazardous Materials Coordinator. 6. RESPONSIBLE ENTITIES This SWPPP must clearly identify, for each measure identified within the SWPPP, the contractor(s) or subcontractor(s) that will implement each measure. All contractor(s) and subcontractor(s) that will be responsible for the implementation and maintenance of the measures identified in the SWPPP must sign the following certification: "I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared there under." NAME AND TITLE COMPANY NAME, ADDRESS, I RESPONSIBLE ITEMS AND PHONE NUMBER "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Name (Operator and/or Responsible Authority) Date DATE *AnN Sheathed "ISteel Cobb (g800 Lbe. Breakin° Strength) Mth dolvanlzed Conne0brs (Tool Free Disconnect) Slotted PVC Connector Pipe (Metal Collar Reinforced) e(85 Diu Plastic Flotodon Iba. Per Ft. Buoyant �18 Oz. Nylon Reinforced o �78 PVC Fabric (300 psi Test?. i2 Stress Plate 1{"Galvanized Chain Oz. Nylon Reinforced PVC Fabric (300 pet Test) Mth Lacing Grommet TYPE ,•,,•, D, =5' Std. (Single Panel Far Depths 5' or Less). TYPE ^' o Ds=5' Std. (Additional Panel For Depths 5). Curtain To Reach Bottom Up To Depths Of 10 Feet. Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called Far In The Plans Or As Determined By The Engineer. GENERAL NOTES NOTICE: COMPONENTS OF TYPES - AND -- MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS, ANY INFRINGEMENT ON THE PROPRIETARY 1. Floating turbidity barriers are to be paid for under the RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF contract unit price for Floating Turbidity Barrier, LF, THE USER, SUBSTITUTIONS FOR TYPES - AND -- SHALL BE AS APPROVED BY THE ENGINEER. 2. Staked turbidity barriers are to ar paid for under the contract unit price for Staked Turbidity eamiac LF. FLOATING TURBIDITY BARRIERS O Proposed Toe Of Slope tl Existing + in causeway Closed Cell Solid Plastic Foam Flotation (6" Dip. Equiv.) (12 Lbs. Per Ft. Buoyancy) -PaRro Rope (600 Ib. Breslin Strength) a'Galvanized Cho 2" x 4" 0, )d; Steel 15 Oz. Nylon Reinforced PVC Fabric (300 psi Test) J�f U LA ��"Line STAKED TURBIDITY BARRIER N w k l 6P • o a -- t"-ycr°p1-M- Shore Line � Limits Of Caret. Currant Limits Of Cons Shore Line LEGEND • Plie Locations Structure Alignment Turbidity ® Dredge Or FIII Area Barrier. • • • NOTE: a Mooring Buoy w/Anchor Turbidity barriers for flowing streams and tidal creeks may be either floating, or Stoked types or any combinations of types that will suit site conditions and -+ Anchor NOTES: meet erosion control and water quality requirements. The barrier type(s) will 1. Turbidity barriers are to be used In all permanent bodles of water be at the Contractors option unions otherwise specified In the plans, however Cy Barrier Movement Due regardless of water depth. To Current Action 2. Number and sopping of anchors dependent on current velocities. payment will be under the pay item(s) established In the plans for Floating Turbidity Barrier and/or Staked Turbidity Barrier. Posts In staked turbidity 3. Deployment of barrier around olio locations may vary to accommodate construction barriers to be Inutolled in vertical position unless otherwise directed by the Engineer. 4. Navigation mayy require segmenting borcier during construction operations, 5. For additional informallon sae Section 104 of the Standard Speciflcapons. TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS F.D.0.7. INDEX NUMBER 103 t of t SHEETFLOW f 1 BALES OF STRAW STAKED DOWN SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH GRADING. PLAN VIEW WIRE TIE 21Ix2" STAKES 1-112' TO 2' IN n 1 n _ THE GROUND BALE TIES �u + 4" SECURELY BOUND BALES ANCHORING BALES REQUIRED FOR DURABILITY ANCHORING BALES DETAIL NO. SCALE TYPE III SILT FENCE NOTE: DONOTDEPLOYINANYMANNERTHAT52LT FENCES WILL ACT AS A DAM ACROSS PERMANENTFLOWING WATERCOURSES. SIL T FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBITY BARRIERS USED AT PERMANENT BODIES OF WATER. EROSION & SEDIMENT CONTROL PER FDOT INDEX 102 FILTER FABRIC (IN --� 6'MAX POST'OPTIONS: WOOD 21/2"MINDIA. WOOD T X4" OPTIONAL OAK 11/2"Xd U2" POST STEEL 1.33 L85IFTMIN. n POSITIONS r ...--5ILTFLOW TYPE III SILT FENCE NOTE: SPACING FOR TYPE III FENCE TO REIN ACCORDANCE WITH CHART 1, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2OF3. 20s TYPE III SIL T FENCE PROTECTION AROUND DITCH BOTTOM INLET PRINCIPAL POST POSITION (CANTED 20a TOWARD FLOW) TER FABRIC r snT FLOW CONFORMANCE WITH ELEVATION SECTION SEC.985 FOOT SPEC,) F I NOTE, SILTFENCE TO 8EPAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.) TYPE III SIL 7-FENCE BEFOREYODUIG NNW RI aVeWEB3 No o� o 00 Q0 ozLLJ ° z0 ¢w �L z a- a `. LlL U W N ZEn 0) n I Ln J 0 O ®O m"' �� y r W in N N Ld 6L. to �O r•11, _ (A F J < r Z � ®�U `t0 U) 03 O UL0 6I- J W '00010 W Z V �W - N > (\ LLI O� 0_ . U W L2 1 1n Z O_ _N W iY m } m rY G1 >> '1 On I'' rj Z C 6J a y W w ,ma o 0 Q U N 0 O U SHEET NO.: OF ; JOB No. 12-066 ENG U LOCATION MAP N.T.S. LEGAL DESCRIPTION: A PARCEL OF LAND LYING IN A PORTION OF SECTION 12, TOWNSHIP 37 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. ALSO LYING IN A PORTION OF THE EAST HALF OF LOT 2, BLOCK 1, ST. LUCIE GARDENS ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 1, LENNARD ROAD SQUARE, AS RECORDED IN PLAT BOOK 34, PAGE 7, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER ALSO BEING ON THE WESTERLY RIGHT-OF-WAY OF LENNARD ROAD; THENCE NORTH ALONG SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A DISTANCE OF 446.23 FEET TO THE POINT OF BEGINNING; THENCE N 90"00'00" W DEPARTING SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 270.85 FEET; THENCE NORTH 00001'54" WEST, A DISTANCE OF 176.67 FEET; THENCE NORTH 89"52'49" EAST, A DISTANCE OF 270.94 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF LENNARD ROAD: THENCE S 00000'00" W ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 47,937 SQUARE FEET (1.10 ACRES)x MORE OR LESS. AIM AfwyvevT8uv.Mdle y¢., "," BEFgiE YWOKi ..., _.. GH4 N.YII�BUe'N:99 MYB NWIFM INf BIiEMBE N4u� f��1L�A� SECTION 12, TOWNSHIP 37 S, RANGE 40 E ST. LUCIE COUNTY, FLORIDA VAZ, INC. 702 SW PORT ST. LUCIE BOULEVARD PORT ST. LUCIE, FL 34953 PHONE: 772-879-0477 VELC®N Cxl L ®UP' ENGINEERS & SURVEYORS 702 SW PORT ST. LUCIE BOULEVARD PORT ST. LUCIE, FL 34953 PHONE: 772-879-0477 EMAIL: info@velcongroup.com ARCHITECT INC. LARRY L. CHRISTIAN A.I.A. 3801 KIRBY DRIVE SUITE 600 HOUSTON, TX 77096 PHONE: 713-664-7974 LANDSCAPE ARCHITECT LANDSCAPE DESIGN ASSOCIATES 10194 NE HIGHWAY 351 OLD TOWN, FL 32680 PHONE: 352-542-4996 ENGINEERS PROJECT NO. 12-066 ENG O Z M O INDEX OF DRAWINGS COVER SHEET 0 1. MINOR SITE PLAN < 2. PAVING, GRADING, & DRAINAGE PLAN AND SPECIFICATIONS 0� 3. PAVING, GRADING, & DRAINAGE DETAILS p 4. WATER & WASTEWATER PLAN C� 5. WATER & WASTEWATER DETAILS AND SPECIFICATIONS Z Q 6. GRINDER STATION DETAILS & SPECIFICATIONS Z 7. DEMOLITION AND SEDIMENT & EROSION CONTROL PLAN J 8. STORMWATER POLLUTION PREVENTION PLAN Q J J O r 1 r) Q U. OF PORT ST. LUCIE UTILITY PSLUSO frarehy releases tt w construction plans. PSLUSD me no representations that the plans are accurate nor does PSLI represent that the plans will meet the needs of the protect. Engineer of Record and utility contractor are hereby noh6ed that pmductor wodi that fails tomeet the specifications and policies of PSLSUD as well as other applicable agencies owil riot be occep PSLUSD is nor respor>srble for additional project costs or lime del due to the inability of project personnel to meet said raqu reline ts. REVIEWED - NO COMMENTS Ely: DS fl S REVIEWED - X sEE COMMENTS Data: 6/26/2015 See Comments Sheet #4 and #6. 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. PORTION OF LOT 2, BLOCK 1 ST LUCIE GARDENS CITY OF PORT ST. LUCIE ZONING• 6U/SEU - GENERAL USE/SPECIAL EXCEPTION FUTURE LAND USE: UTILITIES CURRENT USE: RADIO STATION & TOWER PORTION OF LOT 2, BLOCK 1 ST LUCIE GARDENS CITY OF PORT ST, LUCIE ZONING: GU/SEU -GENERAL U5E/SPECIAL EXCEPTION FUTURE LAND USE: UTILITIES CURRENT USE: UTILITY TOWER -OHS OHE--Ot 0 15" OAK p 24" OAK 20" OAK I' I I I I ' I I I I I , I I ' I I j I ' I ' I I I I I I I I I I i , I I � ; li I I I I &F� 2 fLL�k i I N OO'01' 54" W 176.67' k�-:L Q -- -I - - ' - - DRY DETENTION AREA $ r- -_ m PROP. .,, EX: `:..;: I m 12'xl2' CONIC. bUMPSTER PAD coo��•ae, �I 1 ,r _. > (#O REMAN I 'O W/ 5' HIGH MASONRY WALLS & OPAQUE GATES I I - _ (SEE DETAIL) ' I ' ( I - - - - - - - - - - - - - - - - - - - - - - - -� 0.00' in j 81.92' - ! ---- --___ - WALL PACK LOADING ---- I ----i _ ___ ___ __ _______ ______ -- MOUNTED AT ZONE a- _ _ � 11.5' ABOVE FFE (TYP J j PROP. CONC, J. PAVEMENT PROP. (TYP.) o ' EX. SHELLROCK m 0Z' 5 W O > I PARKING AREA 1-STORY (TO REMAIN) o N' DISCOUNT zz GROSS FLOOR A EA STORE88, 93 S.F. g a w , y zz LL <� � I C o I w F.F.E, = 15.25 N.A.V.0.1988 s 1 I I � I JI wl I , I ; I ' I I I I I I I I ' I I I I I I I I I I � I I � I , I , , I , I i I I I I I ' I I I I I I I I % I i I I , ; I I ' I I I I LEGEND " HANDICAP STALL TRAFFIC FLOW DIRECTION O NUMBER OF PARKING SPACES -- wM - EXISTING WATER MAIN EXISTING FORCE MAIN FN - EXISTING EDGE OF PAVEMENT r--T L�1 PROPOSED CATCH BASIN Qp- PROPOSED CLEAN OUT PROPOSED ASPHALT PAVEMENT 0 PROPOSED SITE LIGHTING W/ 25' MOUNTING HEIGHT I g Ex. ALT.- - -�--_ -�_- -----PAVEMENT-(TO REMAIN) ---------- 126m EX. EXISTING PROP. --=--_:-.�] ALUMINUM & STEEL WATER i` i I POLE BARN EX I 0.00' SERVICE coNc ,_-1 I I m I PROP. (6) BIKE ^' , j I SPACES n PROP. I BLDG, I P 1--6 _ r' ___ _ SEWER Y" 4� ri r F t L {S 3L d a i h t T erh Y i tfit a r E s i 't 7' sr 2 e_ k`tt- f ',, PROP. B •,16 `, u" . 5` ` k �- GRINDER t s 4- m STATION >> W v a• PROP. PROP. PROP. HYbPA NIT r 3, ' EX. ASPHALT I FORCE MAIN OUTFACE 20'x2O' UTILITY a v �' / —I- LOCATION DRIVEWAY EASEMENT APRON ESB EX, 6' CONIC. SIDEWALK ❑ EX. 6' CONG, SIDEWALK I ESB EX. A T PROP. BRATS EL 1189 \ \.\ PORTION LOT 1, BLOCK t \ ST. LUCIE GARDENS CITY OF PORT ST. LUCIE ZONING: CG - GENERAL COMMERCIAL I FUTURE LAND USE: COMMERCIAL LIMITED CURRENT USE: rD BST VACANT HE: OHE - �O 19 -- 32" OAK Ex — STORAGE YARD 1 I I PORTION OF LOT 1, BLOCK 1 '7' I ST. LUCIE GARDENS I ST. LUCIE COUNTY ZONING: IL- INDUSTRIAL LIGHT FUTURE LAND USE: - ^� IND- INDUSTRIAL 16.34' p CURRENTUSE. I m FLEX OFFICE/SHOPS/ I SERVICES 1' 16.47' 0 R20' ASPHALT PAVEMENT ( I n 35' I i f e -�.,'� +•� }� 1- INGRESS/EGRESS EASEMENT L' t T a ?5i 4` Y m or.21 a d x. T ry m I e M m EX. R-O-W - EASEMENT N 00-00'00" E 177.24' I 1 PROP. SIGN EX. BLDG. EX. CONC. PARKING AREA EX. BLDG. EX. CONC. PARKING AREA 0 UTILITY x -- -a® iyN --„- �� EINV. EL. 8.94 1 lEASEMENT-,-- J__ '�>•• ',<Y><: EX. 16" FORCE N,AIN " -' 'y>'> ^ v F ; FM FM FN FM FM FM FM ELI - F - F M FM FM FM--------Gt}--_--{-N--------F# {yy----4-F#---++-'-F#-----i=P/--_—F#--------F44----6=M4-----F-------FpF------ GAF•------�L'4--'( FI".----- FM FM --�M FM ` < - - =s = ===mm- _.m -- z- r- '----- ____--------mm--�,== mms----m i. >, >, >,-S'T-x r�s=r, ��y-''___—S^Y7-'-m^ <1 (, "' ���•�� LENNARD ROAD - r''>J'r r r'Y o r r r r r r >' �' fY r , I 11 `C C �' `( `( C < 'G `( `( `( < `< 'C( '( �' ,C <C `( < �' `c < \ (t., ). >. >. 1\ >. :. >. I. '>, >. \ ). J• ; . %, >. ; ..,`.. >.�)<y >.y l; . <�.> v.� A); > Y>( ).Y (>, (x ^) Ty ?'.CYF, <Y (> ),' />.> -: m >'�Y>•� (CITY OF PORT ST. LUCIE OWNED $ MAINTAINED PAVED 100 R/W) _ _ _ — -- —__--_----__�---___1L,- r`P.L3L1!��__`/�` - _-___�sl�_e 11 --`S ^ ------ = o-_o— c_.v-_ qq ---•- m_ _was__-- F - - = _ =-�- I _ TOP EL. 12.14 a EX. 2" POLY L - (,(^., s w >, EX. A-13 N INV. EL. 9.22 lm WATER SERVICE >, >, E%. A-9 ' <Y t' ® GRATE EL. 12.89 -- -- -�- ..— -®... S INV. EL. 6,448 i t z >' (y : TOP EL. 12.73 Q p `C < E INV. EL. 8.74 j °1 > Y><> S INV. EL. 9NV. EL .44 � m :\Y N INV. EL. 6.49 I _ _ ______ S INV. EL, 6b5 r =p W INV. EL. 6.49 �y` ^-_ " ✓(ti ``< ______________________________________________________ _____--_ __________________ -. _____ ,f` EINV. EL. 8.92 --- ________ __ EX, 36"RCP ____--__-....,,..«...,,...,............y. _ mpy ______________ _______________________________ __ _ -Y � _ __3________ _ EX. 6" WATER MAIN L J1 ___ _ -���`1 -�-.a -i L EX 6" WATER MAIN •-T `( R '< WM "--VOA7f-- ._IB(plE_3_ Wpq WM WM WM — AIM - WM WM yyLyL- VOIVI"--�'WM WM �l /M ---- W�/i-------VVf41-s-----SN➢1_--- WM - WM—�M1'i8:'� VJM -- WM --- WM �;�---- WM -- WM WM �L- WM WM ATA WM '• ]ti7 ----- WM WM VVM WM Nk ^_ RIVEWA EX. W CONC. SIDEWALK -_"'____-- z°'___1 .. mm_ -mz _ __ _ �< M ALEUCA BL D. r ____-_ ----____-_-_ _ Y �___- - EX' EX. b' CONIC. SIDEWALK �� \. ') DGIV�Wav __- .� s PAVED 80' R/W NO, SIGN TP- 2-06 -06 ' 7" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI) 1.25 TYPE SP 9.5 AND FTP-22-06 (Na) Z 16 8"I•�• II PRIMECOAT SEALANT TO BE APPLIED PROJECT STATEMENT: FINE ASPHALTIC ON TOP OF BASE COURSE THE PROJECT CONSISTS OF THE DEMOLITION OF THE EXISTING OFFICE BUILDING AND N 6" WHITE !' '� •. `• , { . ••;�. •n CONCRETE EXISTING PAVED PARKING AREA AND THE CONSTRUCTION OF A NEW 8,593 SQ. FT. DISCOUNT ® . "a : • • ', , ° • ' • ' _ TRAFFIC LEVEL 8 CONSTRUCT 6" LIMEROCK OR STORE AND ASSOCIATED PAVED PARKING AREA. ACCESS TO THE PROJECT WILL BE AT THE =I � WHITE RETRO-REFLECTIVE ° COQUINA BASE COMPACTED TO CURRENT DRIVEWAYS ON LENNARD ROAD. THERE ARE NO WETLANDS ON OR IMMEDIATELY H m FTP-2L06 TOP TRAFFIC PAINT(TYP.) - II w w m %O -' 8 6 98 A MAX. DRY DENSITY PER AASHTO SURROUNDING THE PROJECT SITE. THE PROJECT LIES WITHIN FLOOD ZONE 'X' AS 3 3 z T 180 METHOD, LBR 100 INDICATED ON THE SURVEY. THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THIS 3 3 3 Z ,"-;� PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USE OF THE NEIGHBORING 60> �m CAR sroP PROPERTIES AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN MET IN THE PROJECT (TYP.1 .-1 STABILIZED SUBGRADE MIN. DEPTH DESIGN. w+ OF 12", COMPACTED TO 98% MAX. DRY DENSITY MOD. 4" WHITE = PARKING BY 3 PROCTOR PER AASHTO T-180 METHOD, MIN. LBR40, DISABLED THE PROJECT IS ZONED CG - COMMERCIAL, GENERAL WITH A FUTURE LAND USE OF IND - (3WITS PONMYT NOTE: INDUSTRIAL. THE SITE TO THE NORTH LIES WITHIN ST. LUCIE COUNTY AND I5 CURRENTLY A CHEVERONS - COMMERCIAL/INDUTRIAL STRIP PLAZA COMPRISED OF VARIOUS BUSINESS TYPES AND I5 $250 FINE EVENLY F.S.318.18 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE STABILIZED SUBGRADE MIN. DEPTH OF ZONED IL - LIGHT INDUS'fRTAL WITH A FUTURE LAND USE OF IND. THE SITE TO THE NW LIES SPACED CONSTRUCTED OF FDOT APPROVED CLA55 IT CONCRETE. , WITHIN THE CITY OF PORT ST. LUCIE AND IS VACANT WITH A ZONING OF CG - COMMERCIAL FTP-22-OSBOT I NOTE: 12' COMPACTED TO 98%MAX DRY I. 12' 615� NOTES: 1. HANDICAP STALL I5 BASED FROM FOOT STANDARD INDEX #17346, SHEET 12 OF 14, 2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595a. 4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. 5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFERENCE FOOT STANDARD INDEX #17346, SHEET 12 OF 14. 6. FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FOOT STANDARD INDEX #17355, SHEET 4 OF 11. HANDICAP SPACE DETAIL N.T.S. Airy<Yr 118 b.L,eve6 JFg EEFOHE YOU Da cuLTwo nl euswess aays W,1rtPoRTNESRETO BEMARkEO RC3P£CT NNE N/N.M OIO SiFELY 18' TYPICAL PARKING STALL ill =5' LIGHTING FIXTURE POLE MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS VERIFYING THAT WIND LOADING AND OVERTURN MOMENT FOR THE LIGHT FIXTURE AND POLE INSTALLATION MEETS THE REQUIREMENTS OF THE FLORIDA y BUILDING CODE. N NOTE: LI&IT5 LOCATED ALONG PERIMETER OF THE PROPERTY SHALL BE SUPPLIED WITH'•HOUSESIDE" SHIELD TO ELIMINATE LIGHTING SPILLOVER ONTO ADJACENT PROPERTIES. FINISHED Li PARKING AREA LIGHTING FIXTURE NTS SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS PAVEMENT SHALL HAVE MARSHALL DENSITY PER AA5HT0 T-180 METHOD, GENERAL AND A FUTURE LAND USE OF COMMERCIAL LIMITED. THE SITE TO THE WEST LIES OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING STABILITY OF 1,000 LB5, MIN. LBR40, MIXED AND HOMOGENEOUS WITHIN THE CITY OF PORT ST. LUCIE AND I5 A UTILITY TOWER SITE WITH A ZONING OF GU - RATIO OF 40. MATERIAL GENERAL USE AND A FUTURE LAND USE OF UTILITIES. THE SITE IS BORDERED ON THE EAST BY LENNARD ROAD, WHICH I5 A CITY OF PORT ST. LUCIE OWNED AND MAINTAINED 100' PUBLIC 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH R-O-W, AND LAND THAT THAT LIES WITHIN THE CITY OF PORT ST. LUCIE AND I5 ZONED RM-11 ADDITIVE OR WITH 6x6 #10/#10 W.W.M. TYPICAL ONSITE ASPHALT PAVEMENT DETAILS WITH A FUTURE LAND USE: OF ROI - RESIDENTIAL/OFFICE/INSTITUTIONAL. 3. 5A W-CUT JOINTS @ 15' O.C. N.T.S. FILL MAY BE REQUIRED IN LIMITED QUANTITIES IN ORDER TO ACHIEVE THE REQUIRED EXPANSION JOINTS @ 40' O.C. DESIGN ELEVATIONS. ANY REQUIRED FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FOR TYPICAL ONSITE CONCRETE PAVEMENT DETAILS COMMERCIAL SITE DEVELOPMENT AND WILL BE OBTAINED FROM AN APPROVED BORROW PIT. N.T.S. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS USING THE LATEST FOOT STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL HINGES SHALL BE OUTSIDE OF BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC 10'-B•' CLEAR AREA R-O-W, WETLANDS, AND WATERWAYS, THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A 10'-B" CLEAR p THREAT TO THE ADJACENT PROPERTIES OR WATERWAYS. 100%OPAQUE 12" x IB" CONCRETE FOOTING W/ 3 #5 I GATES BARS CONT. tt _;i I,___________ - `` I � I V I z 8" CONCRETE BLOCK WALL W/ STUCCO (BOTH SIDES) R N FILLED DELLS & 1 #5 BAR AT AT NOTE: LOCATIONS SHOWN I OPENING MUST PERPENDICULAR TOO I LINE OF FLIGHT OF V. BAND I SERVICE VEHICLE. 4" DIA, x 42" HIGH 8" x 8 BOND BEAM^ W/ 2 #5 BARS CONT. O STUCCO STEEL 'O BOLLARD I L-------------- _ 12'-0" -�- 1 I -I STEEL BOLLARD W/18, 1 - J EMBEDDEDINTO CONCRETE - 121 8" CONCRETE BLOCK WALLS WY STUCCO 124 x 12' DUMPSTER DETAIL 1"=5' DRIVEWAY LOCATION MAP SCALE: 1" =100' PROJECT SITE f np tom' ® 0' _ CCD N rCa ON CO J O o C Z ,.Jo. d' Q ^o ,.n ..-. z Of LLJ F-) 0- a Z o_ X u'- Q LL IN IN 7 �.- Z LD v) >> z 0] 000 W W N _N J �O (/) f- LLL n N Q LOCATION MAP Q 0 o 5 o° N.T.S. U J rn � LEGAL DESCRIPTION: J000 z ui A PARCEL OF LAND LYING IN A PORTION OF SECTION 12, TOWNSHIP 37 SOUTH, , Z N O W RANGE 40 EAST, ST, LUCIE COUNTY, FLORIDA. ALSO LYING IN A PORTION OF LJ W r d �U THE EAST HALF OF LOT 2, BLOCK 1, ST. LUCIE GARDENS ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST. IZ LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE PARTICULARLY v DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 1, LENNARD ROAD SQUARE, AS RECORDED IN PLAT BOOK 34, PAGE 7, PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER ALSO BEING ON THE w WESTERLY RIGHT-OF-WAY OF LENNARD ROAD; THENCE NORTH ALONG z SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A DISTANCE OF 446.23 FEET TO THE POINT OF BEGINNING; THENCE N 90°00'00" W DEPARTING 40 SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 270.85 FEET; THENCE NORTH 00001'54" WEST, A DISTANCE OF 176.67 FEET; THENCE NORTH £ £ 89m52'49" EAST, A DISTANCE OF 270.94 FEET TO A POINT ON THE (n Z S a WESTERLY RIGHT OF WAY LINE OF LENNARD ROAD; THENCE 5 00°00'00" W Z o a y a ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET O a w o D J YJ TOTHE POINT OFB BEGINNING. n U UN V) K ❑K W CI W RW SAID PARCEL OF LA r� a ¢a ND CONTAINING WITHIN SAID BOUNDS 47,937 LJ SQUARE FEET (1.f0 ACRES)-, MORE OR LESS. a Lu OWNER: W VAZ, INC. ° m 702 SW PORT ST. LUCIE BOULEVARD } PORT ST. LUCIE, FL 34953 m PH:772/879-0477 PARCEL IDENTIFICATION NUMBER: 3414-501-4702-000-7 PROPERTY CLASSIFICATIONS: Z ZONING: CG- COMMERCIAL,GENERAL FUTURE LAND USE: IND- INDUSTRIAL J MINIMUM BUILDING SETBACKS: W FRONT: 25 FEET REAR: 20 FEET SIDE: 10 FEET PROP. BUILDING DATA: DISCOUNT RETAIL = 8,593 S.F. BUILDING HEIGHT - ONE STORY = 25 FEET 0 PARKING CALCULATIONS: Z 4.49 SPACES PER 1,000 S.F. GROSS FLOOR AREA G 8,593 S.F. * 4.49 SPACES / 1,000 S,F, = 39 SPACES G SPACES REQUIRED = 39 SPACES (2 HANDICAP, 37 REGULAR) SPACED PROVIDED = 42 SPACES (2 HANDICAP, 40 REGULAR) LOADING ZONE REQUIRED = 1 (12'00') LOADING ZONE PROVIDED = I (24'x3O') DRAINAGE STATEMENT: THE PROJECT IS SERVED BY SITE GRADING, INLETS, AND CULVERTS THAT DIRECT 5TORMWATER TO THE DRY DETENTION AREA. DISCHARGE WILL BE TO THE LENNARD ROAD DRAINAGE SYSTEM. SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. UTILITY PROVIDERS: L� Q POTABLE WATER = CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT Q WASTEWATER = CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT I IRRIGATION = EXISTING WELL O O TRESS PLANS AND ALL RROPOSM LYOFjIt � J LL PERMITS REQUIRED: ARE SUBJECT TO ANY CORRECTIONS SLC STORMWATER PERMIT REOUIRL"D BY FIELD INSIPECXAS THAT ry�N/ CITY OF PORT ST. LUCIE RIGHT -OF --`MAY PERMIT FOR NOI Y HE NECINAlAY I11 Oi4D" TO > Li. 0 CC'„ PLY WITH ALL APPLICABLE CODES" CONSTRUCTION SCHEDULE: Z Lu U CONSTRUCTION START: NOVEMBER 2014 RINI CONSTRUCTION COMPLETION: 180 DAYS Z J SITE DATA: W TOTAL PROJECT AREA 47,937 S.F. 1.100 AC 100,00% J IMPERVIOUS AREA PROP. BUILDING 8,593 S.F. 0.197 AC 17.93 % PROP. PAVEMENT/ WALKS 21926 S.F. 0.503 AC 45.74% TOTAL IMPERVIOUS 30,519 S.F. 0,701 AC 63.66% TOTAL PERVIOUS (OPEN) 17,418 S.F. 0.400 AC 36.34% ........................ oov.............. a..vvv.....�r•• DRhVY�m..vo..vv..uvo.vv.o..�.ov...........�..vvos W.$Y O�.o.v..srd DRIVEWA evivo..vvuvay....-- 660' _ �660' ..�............ um .....v.........w•••••�N..............LENNARD RD.-•--....._................................ _.........................."s..r••••••,............ •.ovpo.v.v..vvo.v0000..v..sorr•rn ..............I........ UERX. ���ooEoE_.o.o.o.oui�Tiiwvr•!___-_-------------- __."oo•o.+.pmp..Ju,00 DRIVEWAY oa.o. ••a�oo...voor...o� EESt� I... .......... ....................... LSE ____________} __-. - o .. evv.00. wow_ _ _______________ EuE r m.. AR MELALEUCA •• ___ R AVE. y _. f1 / _'e14 ]u �� 'I ICI e f m m M m Oy o _Ja II O Z Z N 3 w a 0 O o 1 a V) O U SHEET NO.: OF JOB No. 12-066 ENG NEW m 11111 mml 30 0 15 30 60 Ar Milli ( IN FEET) 1 inch = 30 ft. �r 149{ 0 15" OAK , I I I I �gi I , I I I I � I 3 I I aN< I I i,oM ' Caw z� u , I � i , I y+ I ly9 i I I � , I I , i i I, p i r I b' , m + -- ,A} v I ly. +__-__ - I F r ly3 + y+S 4 by. i 22 L.F.15"- 1 - l A4r------ - i RCP a 0.0% y� 1 I - - mli C.S. #1 �"'-+ (CONTROL STRUCTURE) ++y° TOP EL. 14.85 j NW INV. EL. 10.50 E INV. EL. 10.00 BENCHMARK#2 BLEEDER EL. 10.50 5/8" IRON ROD I EL. 15.31 9 ••--_____ `V -' --- -___ OVERFLOW EL. 13.85 N.A.V.D. 1988 ; -_ +-______ ----------------------------------- 1 -- _______ y, BENCHMARK 5/8" IRON ROD I EL. 16.17 t- `- N.Ill 1988 +lyg ' % 5 +1y f I i EX. SHELLROLK i I PARKING AREA i i --'----- `{1l EX. ASPHALT -------_-'--- A �1 f PAVEMENT Vy ' 121 I � i EXISTING SO #7 I ALUMINUM 4 STEEL I ' I ' POLE BARN TOP EL. 16.00 I ex. j I N,E INV. EL. 9.35 I i CONC. Yyp I m m I kq Ii I N C a z I �WvZ2 1420 1 L 1266 1460 I ep � � ti � +YA4 1 - - 10' 4 NV 74 ,ENV OTa76 S 4 i 95LF 15" LEGEND ti + EXISTING GRADE ELEVATION T/CURB 2150 1 21.00 B/CURB PROPOSED ELEVATION (H.P. - HIGH POINT) �"Z-- RUNOFF FLOW DIRECTION O PIPE INTERFERENCE POINTS - u --- EXISTING WATER MAIN -- rn - - EXISTING FORCE MAIN -------- EXISTING EDGE OF PAVEMENT ` EXISTING LIGHT POLE PROPOSED CATCH BASIN O PROPOSED CLEAN OUT Yy l !�-OHE OHE OI'{E OHE OHE T 24" OAK ... 20" OAK -- --- a N00°OS'S4" W 176.67' 44 ___»_______________14_0-_____ __________-________14-0� rr!____________________13.5 _-_-_______-____---__-___13.5 ____________________ 12.g __-----_--_-- 14.� 11.5--___-05 / A^___________________ ( DRY DETENTION AREA ��_.-_J =�, j TOP EL. 14.0 (0.14 AC) I- 11.5 I BOT. EL. 11.5 (0.05 AC) 31.5 w _ 205-I '1b r 10.5 ( r I F MES INV. MES INV. i I 1 - 13.150 --EQ ..... E --0/ 111 „•a .,,y g+ g �8A @Ol N � 2 ti +lb LL 5D #6 N TOP EL. 15.00 5,W INV. EL. 9.40 11 o•laJ ., 81.92, 14.5 3 PROP. 1521 1-STORY ° DISCOUNT STORE 1631 14.95 G.F.A. = 8,593 S.F. v 14.35 F.F.E.= 15.25 N.A.V.D. y +Yb c Yb�+ FIE F.15"E0115.357,1 14.65NAGEMENT j +ly SAWCUT EX. 14.20 14.60 RCP p PAVT. AND +9 MATCH EL I ' EX. FIRE +14 HYDRANT 'Al i yy 61 ,1.yb �.c EX. ASPHALT 12gS 5 ti9 d-w...,.......�..�..........�.�.�.�..� ..... �,............ y�{' - -_ _ '"` DRIVEWAY b1' 9 ........�....." 'c""`�.w.....�`.. APRON .'c`�..�..'.."� 6 ESB __. ESB EX. 6' CONC. SIDEWALK 12. ., a __N-:c::- Vb''ry •. :a-v= --c_- ----a seccvc Svc = _ av-= cav�v___»_»__-__ a�__essc-e=c--__=--_-___-_ -.- _�_ eaevxcescesae:er______»-____-__-_��aa-___vavr hry N- _ EX.A-11 Ir Y __' GRATE EL. 11,89 I E INV. EL. 8.94 w h73M1t1/. EL. 9.25 (C 3 . > ORE I � 311' •--' �9 �qY lye ,yy+' � ,y2� _ EX. 16" FORCE MAIN 2Ad I I FM -- FM F FM F FM F -- FM -- FM FM FMc__...y..�-_pq........... .. . .y_pq_+ +a- -�ecsaaa; -LENNARD RD.- {------------'--------------------------""-"+'------'----------------- ------ -'---------- (CITY OF PORT ST. LUCIE OWNED & MAINTIANED PAVED 100' R/W)� ' es-eese ==-cccc_ c== --r^ _-_ :--�::.nrr-:=--r»=:�-�- ---------- -_'"ace --e_ -- a �eaec_ _:c:cv=:c- .c :ecrs-uses______--- �o�r". c�--_-------- ----aevc� --- - --- ---- - -_ceo: TOP EL. 12.14- EX A-13 N INV. EL. 9.2 -- -- GRATE EL. 12.89 52NV. EL. 6.4 „a E INV. EL. 8.74 „N N INV. EL 6.65 - W INV. EL. 8.49 , ' 52NV EL. 6.65 r-� 1 r-, 1 E%. 36'RCP______________________________I(plr-' c__ F - �cae-_--- e:c__a--___--____c__-__-__ --c-c_ _-c___c _a_____-___v_-____»_z-__caves___-______-oaa-- --- -- ER MAIN 4��..-� . --_-_---_---_»_ -__ ;»AY'� WM WM WM WM -. _ __- {yy1 WM WM - 1MflE---------tMNt-_-_'_-�Jh1 - WfiA VTjiLj-T__- W�(' -- ^-WM'_�----_LYICA_ WM __.- VJM --:-5^-°- WM - CATCH BASIN SCHEDULE STRUCTURE ELEVATION - FT. N.A.V.D. NORTH EAST SOUTH WEST WEIR BLEEI 14.85 NW10.50 10.00 -13.50 WNO.TOP - 10.95 10.9513.5D - - 11.15 11.1513,95 11.35 - 11.35 -1395 11.35 - -15,00 - - 9.40 9.40 - - SD#7 16,00 9.35 9.35 - - - - AAT " f4 d d eaa. 13.00 13.40 13.50 13.90 65�O ;0 7$ 1N 0 12.1 ;n LAND. SL E AND. SgOPE LAND. 0 5' 5' 5' N ��[� 12.90I 13.30I 40 �+ p U) - LMA-W-13.80 H EX. EX s CONC. SIDEWALK EL. 12.51 SIDEWALK SIDEWALK CONNECTION DETAIL SCALE: V = 10' Ww.y. aalt8ae l:. i..evua Jy BEFUREYOU DIG _. WMRW IIES/!E NBEINFI:® AE7SfCTl1EMNX3 0.VSYFIY EX. W CONC. SIDEWALK N WOO'00" E 177,24' -SAWCUT, REMOVE, IV SEE SIDEWALK -\ � & REPLACE CONC. CONNECTION SIDEWALK AT EX. - DETAZL _ JOINTS AS REQD. Al 1g26 A;l r _ .- EX. 2" POLY I{ WATER SERVICE �rt EX. b" WATER MAIpI WM ---- WM 'r`-'-- WM --..._ WM WM --`- WN1 -_- WM -- WM�-< WM _._. - =---------------------------------- ---- _'. __--___________________ -___ _ Feses-a acaavaac c:_acesesc::cccacvc _-- ___ __esesa:a�a:-vv E%. �'�,-_ _ __a:::: --a;.-ra:7:c-T'� EX. 6' CONC. SIDEWALK NOTE: SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED BOX TYPE UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT PER F.D.O.T. FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO INDEX #232 COVER ITEMS TO BE TESTED F.B.V. DENSITY L.B.R. THICKNESS GET N.G.V.D. ELEVATIONS. TYPE'E' USF 6300 NOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE TYPE 10, USF 6212 MAX. MAX.LIl. NG SPACING MAX.. MAX. SPACING MAX. SPACING MAX..Si MAX. sPACING MAX.LIN.FT. A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC TYPE'C' USF6212 S .FT. 5 ,FT. DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION SHALL HAVE TYPE'C' USF 6212 COMPACTED OR STABILIZEDSUBGRADE 300 10,000 300 10,000 300 10,000 SLOTS, IN ACCORDANCE TO FOOT INDEX #285.2 OPTION W. TYPE'C' USF6212 4' 0 M.H. USF 170-E LIMEROCK BASE 300 10,000 300 10,000 SIDEWALK SLOPES PER All 4'OM.H. USF 17" SHELLROCK BASE _ 300 10,000 _ 300 10,000 LENGTH MAX. SLOPE LONGITUDINAL ASPHALT _ _ _ - - - PER INSP. PER INSP. L, 6' 1:12 NO HANDRAILS 6'< L < 30' 1:12 HANDRAILS BOTH SIDES NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" 6'< L < 50' 1:20 NO HANDRAILS INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. VC 13.00 z GROUT 8" LL 12,00 mP'1 , 2,25' 0 LU 11.00 INV E�.50 F- �' BLEEDER W .w+ EL. 10.50 10,00 EL. 10.00 2.Z5' I BOTTOM 15" RCP INV. EL 10.00 z�. C.S. #1 SCALE. V 3' V C.S. #1 CONTROL STRUCTURE WEIR PLATE TYPE IF BOX CROSS SECTION LOOKING NORTH 14.00 PROP. PAVT. EL. 14.01 13.00 12.00 PROP. 15" RCP q INV. EL.11.31 Z u.00 6" MIN. W 10.00 PROP.151, W RCP INV. EL. 9.31 9.00 INTERFERENCE POINT #4 SCALE: V = 3' H V=3'V "aD i _- 3Y' OAK SAWCUT EX. PAVT. AND MATCH EL. lA A� EX. ASPHALT PAVEMENT a N 3 'l EX. STORAGE YARD EX. BLDG. EX. CONC. PARKING AREA EX, BLDG. EX LONL. PARKING AREA sv M - FM FM -'"M - FM - 1 > � � O 3V I3 EX. A-9 TOP EL. 12.73 N INV. EL 9.44 - m E 8,92 ININV. EL.9.44 E V. EL. 8.92 x �M Y_ - ---- WIN WM WM WM • MEICALEUCA BLVD.�� '`�::•. 2 (PAVED 80' R/W1 3 1/2" CHAMFER SEE SITE PLAN 3,000 PSI CONCRETE - o PAVEMENT A s� ye'd BASE COMPACTED SUBGRADE SIDEWALK/PAV'EMENT DETAIL N.1'.S. I`1�aa V , THESw PLANS AND ALL PROPOSED WORK HANDICAP RAMP DETAIL ARE SUBJECT TO ANY COIFAX 'IONS N.T.S. REQUIRLID BY FIELD INSPECTORS THAT MAY BE NECe%A%Y IN OADM TO COa?LY WITH ALL APPLICABLE CODES., GENERAL CONSTRUCTION NOTES: QLij EJ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO 01 N Q BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, n UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF o PAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT 0 Llj N ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES Q N OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OFDO RECORD. Z. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE N Q Z CITY, COUNTY, STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES, OSHA AND FDCT SPECIFICAIONS, LASTEST EDITION UNLESS Ld z Of CDINCLUDING Q w OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. 0 a_ ZQ a 3. LOCATION AND SIZES OF ALL EX. UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS w RESPONSIBLE FOR EXACT F1.ELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF X ANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THE Q CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 4B HOURS IN \ LL N ADVANCE OF CONSTRUCTION OPERATIONS. V O) � 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF D7 z (D d THE ENGINEER PRIOR TO COMMENCING WORK. - (0 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHAM BE MADE WITHOUT PRIOR 1.L. 0 N Z WRITTEN APPROVAL OF THE ENGINEER OF RECORD. W' J CO O 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TO CO o � ^N N COMMENCING WORK. ; U r 7. THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONS Loy _ 1� J N7 0 ON SITE DURING CONSTRUCTION. •' v fn I- LL 8. THE CONTRACTOR SHALL BE: RESPONSIBLE FOR ALL REQUIRED TESTING TO BE (n Q PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER Z qS _. W r Li OF RECORD. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF C_ O `f to O O ON ALL SUB GRADE AND BASE. TESTS SHALL BE PREPARED IN ACCORDANCE (n d J WITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPE UJ / 1 TRENCHING. V W li Q J LLI 3 CO d 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, z(n LL 3 SWALES, ETC. \W N � N � 10. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF / Z O O W W r0-O ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY W CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL BE CORRECTED AT THE CON "PRACTORS' S EXPENSE AND IN A TIMELY MANNER. T 11, THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, I� COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF r V PUBLIC STREETS OR HIGHWAYS. 12, THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING FACILITIES. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR V) INSPECTIONS AND/OR TESTING. Z o 14, THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY A LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL In INSPECTION WITH THE ENGINEER OF RECORD. o 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE LLJ PROTECTED. IF A CORNER k10NUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY W SURVEYOR WITHOUT DELAYBYTELEPHONE. O 16, IF HARDPAN I5 ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL.m 17. IF MUCK OR ANY OTHER UNSUITABLE MATERIAL I5 ENCOUNTERED, THE MATERIAL SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. 06 18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED T A T DJ ED O C CO P I M L SF CONSTRUCTION AS SHOWN ON THESEPLANS. L N5. 19. RCP INDICATES REINFORCEI) CONCRETE PIPE. CMP INDICATES GALVANIZED CORRUGATED METAL BCCMP 7 ^ Q t ' v- PIPE. INDICATES BITUMINOUS COATED CORRUGATED L J METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. Cl INDICATES POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE 0.CORRUGATED SYSTEMS, INC. (ADS). 20. MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH W U FOOT STANDARD INDEX 2 Z . 21. COMPACTION REQUIREMENrS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY V ,� LL DENSITY. 7 22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE - 1 1 1 ANY FLOODING OF PRIVATE PROPERTY, Z LLI 23. ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED THE - r^ MATERIALS DURING FINAL STAGES OF CONSTRUCTION. , V J 24. AN DRAINAGE Y DR IN GE PROBLEMS CREATED BY CONSTRUCTION, OR N EXISTING BEFORE 06 CONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE ENGINEER OF RECORD. 25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO REMOVING SAID TREES. 26. IF EXCAVATED FILL MATERIAL I5 REUSABLE, STOCKPILE EXCESS FOR USE IN LANDSCAPED AREAS. 27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER. Q 28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO Q PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENT MARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND. p' o O 29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE LL lL TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. O 30. ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI O UNLESS OTHERWISE NOTED. U W 31. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILE U STRENGTH J OF 60,000 PSI UNLESS OTHERWISE NOTED. W 32. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER (A J OF RECORD. 33. NO WATER OR SEWER SERVICE I5 TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS RECEIVED FROM FOEP, IF APPLICABLE. 34. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600", LATEST EDITIONS. 35. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND } WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN n y m w o COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAYS. w 0 36. ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE o Q N Q W 0 l WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. SHEET NO.: 37. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY VELCON GROUP, INC. DRAWING NO. 12-066. ALL ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY. OF JOB No.: 12-066 ENO p 14.W Q Z 1- 13.00 EX. CONIC. LL" SIDEWALK w W 12.00 �--- 11,00 10.00 9.00 15' 50D/LANDSCAPE `MATCH EX. GRADE EL. 12.7± 31' PROP. PAVT. - EL.14.30 INVERTED CROWN EL. VARIES 13.50 - 14.15� CROSS SECTION 0 PROP. 15" RCP INV. EL. 11.2+ 42' PROP. PAVT. 1"=1O'H 1" = 2' V 6' 6' CONC, LANDSCAPE SIDEWALK EL. EL. EL, 15.00 15.10 15.15 14.50 � FFE = 15.25 17.00 6' 4' SOD / 1. SCA 16.00 MATCH EX. I EL- 15.00 GRADE 16.0± ( 15.0 4 a p 14.00 > I Z LL 13.00 3' LU W 12.00 I PROP. FFE = 15.25 EL.14.5 44r� 1 0 10.00 PROP. 15" RCP INV. EL. 9.7+ 9.00 CROSS SECTION 17.00 5' 35 1 10, SOD SOD SOD 29.9' 10. 7' SOD SOD/ 17.00 ' PROP. PAVT. 10, 50D 16.00 LANDSCAPE 16.00 SOD / LANDSCAPE PROP. FFE = 15.25 15.00 15.00 EL. VARIES 14.10 - 14.50 EL. EL, T/BANK �Ex. PAVT 14.00 p 14.00 14.7 EL. 14.0 --------� p ................._. I > I MATCH EX, Z MATCH EX. Z GRADE 14.5+_ LL 13.00 GRADE 14.0± � 13.00 ( W tL Jt W W 12.00 4 ^BOT.- a I I UJ 12.00 I I • ee ■ CROSS SECTION 8" 7" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI) =111 III I ° TIC STABILIZED SUBGRADE MIN. DEPTH OF 12", COMPACTED TO 98% MAX. DRY DENSITY MOD. PROCTOR PER AASHTO T-180 METHOD, MIN. LBR40. NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FOOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40, 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/#10 W.W.M. 3. SAW -CUT JOINTS @ 15' O.C. EXPANSION JOINTS @ 40' O.C. TYPICAL ONSITE CONCRETE PAVEMENT DETAILS N.T.S. 11.00 9.00 CROSS SECTION 1"=10'H 1" = 2' V 1.25" TYPE SP 9.5 PRIMECOAT SEALANT TO BE APPLIED FINE ASPHALTIC ON TOP OF BASE COURSE CONCRETE TRAFFIC LEVEL B ///''' CONSTRUCT 6" LIMEROCK OR ,,,, 6" / COQUINA BASE COMPACTED TO °���� / 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, LBR 100 `STABILIZED SUBGRADE MIN. DEPTH OF NOTE: 12", COMPACTED TO 98% MAX. DRY PAVEMENT SHALL HAVE MARSHALL DENSITY PER AASHTO T-180 METHOD, STABILITY OF 1,000 LBS, MIN. LBR40, MIXED AND HOMOGENEOUS MATERIAL TYPICAL ONSITE ASPHALT PAVEMENT DETAILS N.T.5 FN ECTION 'ONCRETE PIPE 272 5CALL: 1" a 1UH 1" = 2' V SAW -CUT AND TACK COAT 1'-011 EXISTING EDGE EXISTING ASPHALT PROPOSED ASPHALT PAVEMENT EXISTING BASE � PROPOSED BASE EXISTING SUB -GRADE PROPOSED SUB -GRADE ASPHALT PAVEMENT SAWCUT & BUTTJOINT DETAIL N.T.S. 'm 7}' Sta. 6" Min! 6" 2'-0" - When used on high side of roadways, the cross elope of the gutter shall match the cross slope of the adjacent povemeaLce On Low Side Of Pavement be 6", TYPE F The thickness of the lip shall on plans. unless otherwise shoWWWW To Be } Above Lip Of Gutter. Surface Note: For use adjacent to concrete or flexible pavement, concrete shown. For details depicting usage adjacent to flexible pavement, see diagram On High Side To Be Flush With Lip Of right. Curb Or Curb & Gutter. Expansion joint, preformed joint filler and joint seal are required between curb & gutter and concrete pavement only, see diagram right. Sio Varies CONCRET-9-yCURB AND GUTTER 9` P--� flexible PaN. /Joint Seal I u V, a -- Applies to both high and low sides of pavement, low side shown. Cane. PoVt. pi,p, CURB AND GUTTER AND TYPE A CURB ADJACENT TO FLEXIBLE PAVEMENT Joint And Preformed Joint Flller TYPE D Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint flier and joint seal are required between and concrete pavement only, see diagram right. curb'jl � �EV CONCRETE CURB ! 3 "Max. Depth Of Sowcut +} nd Preformed Joint FiIIEA 0" Min. •'.' "' -r 5" Max. r ❑Applies to both high and low aides of pavement, low side shown. } 0" Max. EXPANSION JOINT BETWEEN GUTTER TYPE AND CONCRETE PAVEMENT Sawcuts should be avoided within volley gutter and within curb and gutter endings. CONTRACTION JOINT IN CURB AND GUTTER GENERAL NOTES 1. For curb,gutterand curb and gutter proade }' contraction joints at 10' centers (mox.). Contraction joints adjacent to caner pavement an tangents and flat curves are to match the pavemenl Joints, with Intermediate Joints not to exceed 10' centers. b Cu.gutter and curb & gutter expansion joints shall be located In accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types B and D shall transition from full to zero 4" Min. heights In 3 feet. 4" Min., 5" Mox. 2" Min. 3" Max. th Of Sowcut 3 Mir. TYPE D CONTRACTION JOINT IN CURB -J Pitch Optional - No. 4 Bars, 18" Lan R=2" (Two Per Guard) Cast Or Rubbed CONCRETE BUMPER GUARD CURB & GUTTER DETAIL F.D.O.T. INDEX NUMBER 300 1 Of . SCALE: 1" = 1O' H 1" = 2' V CONSTRUCTION FIELD OBSERVATIONS o w cm� F- o I. DRAINAGE era A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. F- U) C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND U ® Of SWALES. L N D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS p N EVIDENT. to II. UTILITIES (PERMITS) _J � o A. PIPE LAYING IN RIGHTS -OF -WAYS, W < Z B. JACK AND BORING / DIRECTIONAL BORING. z 0 zQ w C. WE', TAPS. O W a W D. ABOVE GROUND MANHOLE INSPECTIONS AND INSTALLATIONS. Z CL W g III. CONCRETE Q A. CONSTRUCTION OF CURBING, SIDEWALK, NON -BUILDING SLABS, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. W N IV. PAVEMENT O)'I- A. LINE AND GRADE (CERTIFICATION). Z B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ^ L.L. W > Z ASPHALT) N O E. ASPHALT OR CONCRETE (WHILE PAVING 15 IN PROCESS). = 0 m F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). O w w LO N N G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT, LL > U O H. FINAL PROJECT OBSERVATION. . PROJECT CERTIFICATION REQUIREMENTS V N i.- L D I. PAVEMENTTESTING Z �j W A. FLORIDA BEARING VALUE (FBV) OR LIMEROCK BEARING RATIO i. U rt O (LBR) TEST RESULTS. o N 0 5 0 S. COMPACTION TEST RESULTS. C. BASE MATERIAL TEST RESULTS. V Ld Q D. ASPHALT TEST RESULTS. J W 0 Do(-) II. WATER AND SEWER W Z U F- -- A. DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATION \ Z W FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), / O O r IF APPLICABLE. W c d U B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. W C. BACTERIOLOGICAL AND PRESSURE TESTING FOR WATER MAINS. D. VIDEO AND EXFILTRATION TESTING FOR GRAVITY SEWER MAINS, IF APPLICABLE. 1_ E. PRESSURE TESTING FOR FORCE MAINS, IF APPLICABLE. 1� F. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III. CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. f W o U Z2 3 O0 V) U n w W a Ld c N i N W F m o Q O 1fr j[l F-, _I THE,",: GLANS AND ALL PROPOSGD WORK ARE SUBJECT TO ANY CORRECTIvis REQUIRE"] BY FIELD fNSP€CT+URS TI4W MI Y BE NECENARY IN OADeA TO CC,:ir LY WITH ALL APPLICADLE CODES" NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D ). TO CONVERT FROM N.A.V.O. '88 TO N.GN.O. ' 09, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. 31111 dual. iJual aullta BEFORE YOUOIO aW. �IVI eueM'E39 aar3 wu�rav rwBs,re rossewavm sesescrneww"s alO3VFSLV 06 J_ _ZQ ®W �® /n Q ZZ Q9 rL 0 w 0 m 8 O Z tt y b U Q Q O K 2 N N O O U U SHEET NO.: 3 OF i JOB No. 12-066 ENG N I I + i + i i 1 ' I i i i i i i I i I ' i 30 0 15 30 60 ( IN FEET) P� 1 inch = 30 ft. m 8 D �OkFF� I i m m Do� -- -- -- -- -_ -- -- -- -- -- � `�Y- -S' ------- --- a 15" OAK ma�K�yI,, WOAK 20` OAK 92' OAK 3 ecvlh n, N OOM'54" W 176.67' G V2' LEGEND + EXISTING 6RADE ELEVATION T/CURB 21.50 21.00 B/CURB PROPOSED ELEVATION (HIP. = HIGH POINT) RUNOFF FLOW DIRECTION O PIPE INTERFERENCE POINTS - wm - EXISTING WATER MAIN - EXISTING FORCE MAIN vm ----"'"-- EXISTING EDGE OF PAVEMENT EXISTING LIGHT POLE C[ PROPOSED CATCH BASIN pO PROPOSED CLEAN OUT EX, EX. EX.SHELLROCK PARKING AREA EX ASPHALT PAVEMENT EXISTING ALUMINUM 6 STEEL POLE BARN 2" 90" ELL 2" CHECK VALVE .----------------T1.5--------7 DRY DETENTION AREA BOT. EL. 11.5 (0.05 AC) TOP EL. 14.0 (0.14 AC) us I (f771--- rms� t e r PROP. m 1-STORY "M DISCOUNT STORE G.F.A.= 8,593 S.F. F.F.E. = 15.25 N.A.V.D. g w a r 53 �91 $ fEX C.O. ---- - --- -----'- � I (REMOVE) q 126.E - I i r 96 L.F. V DR9 1 POLY WATE C.O. INV. R + EL.1o.o0 SERVICE n - r < 6" PVC' f7- " + + ` BLDG. SEWER @ 1.0% MIN. + -------------7 I +K w ' 25 LIE6PVC (Prime g r" t+ ,p 52 PROP. GRINDER STATION 0 TOP EL. 15.25 191 L.F. 2" OR11 POLY INV. EL. 7.25 FORCE MAIN PROP, r I FIRE r ' 1 f Ex. ASPHALT ` < `` (DIRECTIONAL BORE) 20'X2O' UTILITY (R MOVE IV c Rp r 10'W UTILITY HYEX. DRANT �" I� DRIVEWAY a EASEMENT EASEMENT E9B EX. 6' CONC. SIDEWALK EX 6'CONC. SIDEWALK N 00°00'00' E 177.24' N _ - - -� - ------^--�------ ---" SAWCUT, REMOVE, di REPLACE ASPHALT .�_'--_----- � ., o -_-----__:--c--'--_ - Ex. A-u � i 60 L.F. 1" DR9 POLY GRATE EL.33.89 I I SAWCUT, REMOVE, CONC. CURB AS READ. f = E INV. EL. WATER SERVICE " 6 REPLACE CONC SEE DETAIL 'A' .-._._ w "-"""® 3 "'-' -� ___m__ .,-......_. w o _ _.-,_. ,_,_,_, ;' SIDEWALK AT EX. _ 3/4" HOSE 8I6WATER JOINTS AS�REQD THIS SHEET fOR -�- FM - FM - F --- F" FM - FM - FM FM�446=-F>ORcMAIN `�SERVICEESI6N I FM -�_ _ �L�NN A R D R D - r =-------------------_-------- �---' --`----- 1 (CITY OF PORT ST. LUCIE OWNED 6 MAINTAINED PAVED 300' R/W) TOP EL 12.14 I j r EX. 2" POLY -77 WATER SERVICE EL «--= E%. A-t3 GRATE EL..9 N INV. 922 i z SINV. EL6A8 ii° N INV. EL.. 6.49 E INV. EL. .i 1^ WINV.EL. 849 _____ _________________-.__________________y+ � _____ EX. 36"RCP _ _ ___ _ _ _ _ __ --- ~�fl 3 EX 6 WATER MAIN WM WM - WM --� " EX ' WM VINt ,,.,,...,.. Vvivl WM _�---+A1M-------TvT�---_C WM-'®----iNCI_.- EX. 6" WATER MAIN ° -' + +'� VIM - W M W M -:+- WM WM -i `WM --1{N- - VuM WM < M W M W M W M- EX. 8' COW, SIDEWALK --- _______------- __-_--_____ _ r� _ --- cxrE...x'.i :r- E%. 6' CGNC. SIDEWALK 14.00 14.00 PROP, PAVT. EL. 14.01 14.00 PROP. PAVT. EL. 13.7± 13.00 13.00 13.00 PROP. PAVT. EL, 12.3± Q 12.00 in12.00 PROP. 15" RCP goIZOO > ! PROP. 15" RCP INV. EL. 11.3± Z INV. EL. 11.21 Ic Z 11.00 11.00 11.00 U- 6" MIN. U- 18" MIN. PROP. 6" PVC W 10.00 W 10.00 SANITARY INV. EL. 9.8± LU W 10.00 W W LATERAL PROP. V DR9 POLY INV. EL. 9.3± 9.00 WATER SERVICE 9.00 9 � T18" IN. 8.00 8.00 8.00 INTERFERENCE POINT #1 SCALE: 1" = 2' H 1"=2'V PEFORFYDUDID rug (�#'DRl6+m'x�¢6aa WN�FOFTNE 91E �O fiE M9M0 REH£L'I1llE.1N.W9 p66Y£LY INTERFERENCE POINT #2 SCALE: 1" = 2' H V=2'V PROP. 2" Dell POLY FORCE MAIN INTERFERENCE POINT #3 SCALE: 1" = 2' H V=2'V EX. ASPHALT PAVEMENT i Ik I EX STORAGE YARD EX. BLDG. EX. CONC. PARKING AREA EX. RUDE. EX, CONC PARKING AREA sv FNI - FM - FM --,km FM ) > '# m 3 0 w EX. A-!i a � TOP EL. 12.73 O w 1 N INV. EL. 9.44 m S INV. EL 9.40 _E_2N_V. EL_ 8.92 w I----------------- J-91w _____________3________. -- WM VIM - VIM VIM - MECAALEUCA BLVV©. ��'• GENERAL UTILITY CONSTRUC rION NOTES: 1.) LOCATION OF UTILITIES AND SERVICE POINTS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES. 2.) WATER 4 FORCE MAIN PRESSURE TESTING: 150 PSI. 3.) HYDROSTATIC TESTS CONSISTING OF PRESSURES TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH AW WA C-600 OR M-23 AS APPLICABLE. 4.) DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C-651, DISINFECTING WATER MAINS. 5.) ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE PSLUSD. 6.) FOR ITEMS NOT' ADDRESSED IN PSLUSD SPECIFICATIONS, FOLLOW FOOT STANDARD SPECIFICATIONS, LATEST EDITION. 7.) BACKFLOW PREVENTER SHALL BE REDUCED PRESSURE ZONE UNIT IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION AND PSLUSD STANDARDS. 8.) SLOPES FOR 4" SEWER SERVICES TO BE MINIMUM 2% AND SLOPES FOR 6" SEWER SERVICES TO BE MINIMUM 1 %, UNLESS OTHERWISE SHOWN ON PLAN. 9.) SPACE CLEANOU TS NOT MORE THAN 75' APART, 10.) POTHOLE TO VERIFY ELEVATION OF EXISTING UTILITY LINES. 11.) SEE GENERAL CONSTRUCTION NOTES SHEET 3 FOR ADDITIONAL SPECIFICATIONS. EASEMENTI GRINDER OLOG. WATER WATER SERVICE I I SERVICE (1) 1" Water Meter PSLUSD (1) 1" RPZ P.0.5. Per PSLUSD s CONST. Detail PS- 05 ,�I EX. 2° WATER-- I "DER COW v 2"x2" TEE (2) 2" 90- ELLs a -_ SERVICE - SIDEWALK' --_---_= tz______= 42h5/8"x3/4" WATER METERS --------1-------- 1,(�'j3/4" RPZs EX. TYPE T' CURB (2) 1" DR9 POLY WATER SERVICES DETAIL 'A' SCALE: 1" = )0' J THESw P�,�1S AND ALL RROPO,M WORK ARE SUBJECT TO ANY C0nRECT{CP95 REOUIREiD BY PIELD INSPECTORS THAT MAY BE NdECENA'AY IIn ORDIR TO MiPLY WITH ALL APPLICADLE CODES, CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPAR"I:MENT PSLUSD hereby releases these construction plans PSLUSD ma no representations that the plans are accurate nor does PSLL represent that the plans Will meet the Reeds of the project €nginear of Fdecord and utility contractor are hereby not tied that product or Work that falls to met ft specifications and policies of ?SLSUD as Wall as applicable agenotes Will not he accep PSLUSD is not responsible for additional project costs o:' time do] due b the Inability Of project personnei'to meet said requirements. RMEWED - NO COMMENTS By: DS26ggs REVIEWED ` IX a SEE COMMENTS Date: 6/26/2015 NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48- TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. J Ln w N N p o (n G' U w O N ON DO �J LL1 w0 Oz zW QW 5a a za w x IN �0) Z �� �d I DIY -J 00 O 0 M ®// LIJ W f0 N _N LL > U� V V) i Q Z 411 O ��) `tO O JOK IL J I Lu w En 00C) W Z 0 LLJ W r� OL U L2 � O Ci i a a a N N tt tt Z J Z W W O �W�a WQQU Q�F-U. ��--0w W arn QvI M m 3 0 O I m p J n .. 1 00 Z X y W 1L J W C1 Q W Op 0 O tt S ¢ N SHEET NO.: 4 OF JOB No. 12-06B ENG i& •a j 6b a D fl 3 z b z D: �I �. z to z LLgg 3 to s to51 g sF 2 I� < .T� i b 6 ,-f1 s -O M 1y■y �C OL.� a �s' E�� yt l■■�I,� 8E�I1 �41 OLTIG> Fs 7� �i� pCe q� m w - -z EXCAVATED TRENCH WIDTH C BASE REPLACEMENT TRENCH UNITS OF NEW 0 w � SOLID COPPER LOCATOR WIRE WIDTH I PAVEMENT SHALL BE PLACED ON TOP OF PIPE AND LOOPED AT EACH BELL FOR FINISHED GRADE oil' ALL WATER AND FORCE MAINS I TRENCH WIDTH ___--- g 5g8 OTE 1 I I I (SAWSCUTEE NAND \ REMOVED EXISTING FINAL I �\ I ASPHALT) I MECHANICAL SAW CUT BACKFILL EXISTING PAVEMENT IN A NEAT STRAIGHT LINE (TYPICAL) SEE NOTE #4 TACK COAT PLAN VIEW $/ ALL SURFACES I 12" TAMP) 3�s & EDGES OF 12" 12" 6" 6" 12" 12" ASPHALTIC CONCRETE OFPEXISTIN 6" MIN. 6" MIN. f� (FLAT MIN. MIN. TYPE & THICKNESS TO r -I \/ 12" MAXI 12 MAX.' AVEMENT MATCH THE ADJACENT ROAD qC3 wN o� \ /\ PIPE ZONE (MIN. 1" THICKNESS) APPLYTACK TTOK M BACKFILL PIPE (S DETAMP :) EXISTINGMECHANICAL SAW CUT PAVEMENT <PVEM ik a : \ : : CONCRETE EXISTING A (TYPICAL) w :' E%ISTING BASE BEDDING \/ fu C FOUNDATION (REQUIRED WHEN UNSUITABLE- � UNDISTURBED SOIL ISCOUNTER FINAL BACKFILL CONCRETE ENMATERIAL D) \ (SEE NOTE 5) a BACKFILL uuyg{{ g] IY NOTES: 12" 12" alW 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH TRENCH �i3Lg BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. WIDTH SECTION VIEW iL TT yg] 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM NOTES . w EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS N INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND 1. PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH, m<O COMPACTED TO 12" MIN. COVER BEFORE INSTALLATION OF PIPE. WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS OF THE CUT. 2. WHEN AN ARTERIAL OR MAJOR COLLECTOR STREET IS OPEN CUT WITHIN THE LIMITS OF THE Y' 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM ROADWAY INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH 3. WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO t $ OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CO NCRETE. '7aa$ TWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN t3 sss g 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. THE OPEN CUT AREA, LLIY qq 4. THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT All PAVEMENT MARKINGS PRIOR TO OVERLAY. 0 m T ST. PER THE QUALIFIED PRODUCTS U 5. AN APPROVED LOCATOR WIRE SHALL BE USED E Q MARKINGS AT THE SAME LOCATIONS. PAVEMENT THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MA KI S -y MARKINGS SHALL BE IN ACCORDANCE TO F.D.O.T. STANDARDS. 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD 5.3,000 PSI CONCRETE WITH FIBER (8" MIN.) ER S2Y12 STANDARDS. 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS. ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OFl1009. T-180. OETAW O-03 DETAIL: O-0 MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: "S MINIMUM CONSTRUCTION STANDARDS FOR MINIMUM CONSTRUCTION STANDARDS lOR id TM OF PORT n. wcic NE STANDARD SEPARATION awn:o3rsoTO ,Y cITr OP PDAT SP. LUCIE STANDARD PIPE TRENCH CROSS DATE: o>rYD+a cIn DP FORr ar.waE ROAD CUT PAVEMENT DAT603IYOT0 8Do &L OGDEN LANE -4S^.! 90D 8.R ODDEN LANE SCALE: N.T.B. PoRT;r. ON 11. LUCIE, DEN FL S,,903 RESTORATIONPORT ST. LUCIE, FL 3416Y REQUIREMENTS $CUE, N.T.B. FORT ST, LUCIE, FL 3°$E3 SECTION PHONE Oa) 0]Y8000 PAB O11) 0T3.M33 SHEET: 3 OF 1 '"'w❑"""" PHONE 1]TR) ST38400 FA% IH]I8TYS4a3 SHEEN + OF 1 PHONE PTII OYB800 FAA (]TY) WY-0433 SHEET- + Of 1 -24' WATER, SEWER OR REUSE UTILITY I CUSTOMER �{4 CAST IN COVER AS APPLICABLE PLAN MAINTAINED MAINTAINED I FINISH COVER MARKED "SEWER" MATCH WIRE PORT 3.0 X t" THICK BRONZE DISC ANCHORED IN O GRADE AND PAINTED GREEN FINISH GRADE CONCRETE PAD WITH HOOK DISPLAYING I- DEEP A 6"GV A LETTERS CAST INTO DISC STATING NUMBER OF 24' ° TURNS TO OPERATE & SCHEMATICALLY IDENTIFIED I ° d D XX, iIJRN$ MAIN & VALVE LOCATION ? k TEE 0o ° 4" *LDCKIV CURB 90• BEND ° CONCRETE COLLAR • STOP I(TYP) (TYPICAL) 6"MIN. PIN FOR i L12" 4- }" * METER VALVE W/ (1) #4 REBAR CONCR�E VALVE COL�RVALVE COLOR ANCHOR-T PACK J0(BRASS) *TEE X6 Q SECTION A -A 0 I BALL VALVE SCREW CAP/PLUG tom (TYPICAL) ACCESS BOX 90• BEND tO AND COVER #4 REBAR 24" X 24" X 6" THICK IQ 6" RISER CONCRETE COLLAR Z tWr FINISH GRADE MATCH EXISTING SURFACE ALL VALVE g > METER BY PSLUSD (TYP) I (TYPICAL) .0 M ROAD MATERIAL BACKFREDUCED PRESSURE PRESENTER ZONE NE(RPZ) WIRE PORT PROFILE IK " 45' PVC ELBOW CAST IRON VALVE BOX VALVE BOX ALIGNMENT DEVICE TEES AND n LOCATOR (SEE NOTE #2) BENDS FOR MULTIPLE BALL VALVE WIRE VALVE CONNECTIONS (TYPICAL) RISER PIPE MARKER BALL 45' PVC W'YE PIPE PER APPROVED PLANS (SEE NOTE #3) * ANGLE VALVE * LOCKING METER VALVE J CURB * METER x ? :`' • BAG OF CONCRETE MIX WAOCK (BRASS) STOP s "....:..., PACK JOINT FINISH GRADE N 'r NOTES: N 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE , REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED N TO THE EXTENSION, IS ALSO REQUIRED. IfT* TYPE 'K" COPPER OR BRASS SEE DETAIL W-2A FORD PVC CAP AT 2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX CONNECTION TO MAIN TERMINUS AGAINST THE OPERATING NUT. �- TO BUILDING NOTES: 3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS. NOTES- 1. AN ACCESS BOX AND COVER ON THE QUALIFIED PRODUCT LIST SHALL BE USED. 4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED. 1. SEE DETAIL W-02A FOR ADDITIONAL NOTES. 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL S. RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS. 2. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE 6. THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. PSLUSD UTILITY STANDARDS. BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAJNS AND PURPLE FOR RECLAIMED WATER MAINS. * 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW. ENGINEER -OF -RECORD TO CALCULATE PIPE AND FITTING SIZES TO ACCOMMODATE 7. VALVE SHALL BE INSTALLED SO THAT OPERATING NUT AND VALVE BOX ARE LOCATED ON THE NUMBER OF & SIZE OF METER PROPOSED. THE NUMBER OF METERS SHALL BE A MAXIMUM RIGHT-OF-WAY SIDE OF THE MAIN. OF 4 AND THE MINIMUM SIZE SERVICE SHALL BE 2'. MINIMUM CONSTRUCTIONSTANDARDSFOR DETAILS LYD] MINIMUM CONSTRUCTION STANDARDS FOR OETAILI W-0YB MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: W010 of PER DArE: D3rzom CITY OF PORT M. LUCR COMMERCIAL MULTI''SERVICE DAre:+azo++ CITY OF PONT ST. LUCIE DAre,omzow elD s.e. ooDEx uHe Em a.e. DODeN uee ,l'" FORTILE. AT. LANE SANITARY SEWER CLEANOUT 3� TYPICAL VALVE BOX AND COLLAR SCALE: N.T.S. AT Fl 30119 METER BANK ASSEMBLY BCUF N.T.B. PoRTST. LUCIE, NW3 BCLLeIH.T.6. TORT ST. WCIE, PL 38183 SHEET 2 OF E PHONE DTI) 0]3-0M0 FAN (]]Y) 8T3dAa3 SNEET:1 OF 1 ., r" (HONE lml B]3 6/00 PAR THY) e]3 3 $HEFT: I OF 1 PHONE (TH) BT3.B4W FA%IHY) 813-0.133 eEFORE rouws GILTVO PI a"YNF%M.9 warPov mF3�taeeNw,E� usvzcrme w.exe PI3P av00 WATER DISTRIBUTION NOTES: 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE PSLUSD. 2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC), SHALL CONFORM TO AWWA C-900 OR C-905, PRESSURE CLASS 150, DR (18). WATER MAIN WHERE SPECIFIED AS POLYETHYLENE (PE), SHALL CONFORM TO AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO, DR (9). 3. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR. 4. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED. 5. GATE VALVES SHALL BE RESILIENT SEAT TYPE BY AN APPROVED MANUFACTURER AS DETERMINED BY THE PSLUSD. VALVES SHALL CONFORM TO AWWA C-509. 6. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH PSLUSD DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY THE CITY, COUNTY, OR FOOT, AS APPLICABLE. INCASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 7. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE PSLUSD AND THE ENGINEER OF RECORD. B. THE CONTRACTOR SHALL NOTIFY THE PSLUSD AND CITY/COUNTY/ FDOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND PRIOR TO ALL INSPECTIONS. 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, P5LUSD, AND CITY/COUNTY/FDOT REPRESENTATIVES SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEERING SECTION. 11. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND PSLUSD. 12. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. NTS. 13. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR. 14. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. 16. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED BY THE ENGINEER AND PSLUSD STANDARDS. 17. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE PSLUSD ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE. 18. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 14 GAUGE INSULATED SOLID COPPER WIRE (BLUE IN COLOR) AND IDENTIFICATION TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE PSLUSD SPECIFICATIONS. 19. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PSLUSO REQUIREMENTS. 20. ALL WATER MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 HR MINIMUM TEST 21, PRIOR TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE: SWAB SHOULD BE PLACED IN 1st JOINT OF NEW LINE. END OF MAIN SHOULD BE "TURNED UP" AT 45% AND EXTENDED 50 THAT SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSEMBLY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. 22. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. STANDARD POTABLE WATER SEPARATION STATEMENT: S LLJ 1. SANITARY SEWERS (INCLUDING LATERALS), FORCE MAINS, GAS MAINS ,AND (A N p I TO N R R AINS WHENEVER POSSIBLE. S RM SEWERS SHOULD CROSS U DE WATE M cry SANITARY SEWERS, FORCE MAINS, GAS MAINS, AND 5TORIN SEWERS CROSSING o V) WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF H 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE w N LOWER PIPE WHENEVER POSSIBLE. p N oOD ALL CROSSINGS SHALL BE ARRANGED 50 THAT THE SEWER PIPE JOINTS AND THE ID WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (n (PIPES CENTERED ON THE CROSSING) w o z 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED z Of Z Lti BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS 50- WHENEVER POSSIBLE. I? IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE / \ I cV MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT \.J LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. `9 Uj 0) L rp 3. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND e_ O DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL ^^ 0 SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO LL V) > Z OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND OL _J DO O EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. A MINIMUM O M M Q ^ VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED o )- N WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AT LLI U CROSSINGS, PROVISIONS OF FAC RULE 62- 604 AND "RECOMMENDED STANDARDS > J M v0 FOR WASTEWATER FACILITIES" (10 STATES STANDARDS) LATEST EDITION SHALL APPLY. J H V) 1- 1.1_ 5. HORIZONTAL SEPARATION OF 15 FEET TO BUILDING, TOP OF BANKS OF LAKES r C AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED, IF POSSIBLE, AN Z 4S LLJ d O ALLOWED ONLY WHEN UNADVOIDABLE. ABSOLUTE MINIMUM OF 10 FEET MAYBE LL ED O 0 J 6. ALL UTILITY SEPARATIONS S CLEARANCES SHALL BE IN ACCORDANCE WITH P \ 0- LLJ �1 PSLUSD STANDARD TECHNICAL SPECIFICATIONS, LASTEST EDITION. J W U W Z��^I N > Z00�Lu Ld r 0- �O HYDROSTATIC A S LEAKAGE TESTING TIC AND W A. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT SUCH AS V PUMPS, GAUGES AND WATER MEASURING TANKS AND SHALL PERFORM ALL WORK LL REQUIRED FOR PIPE PRESSURE AND LEAKAGE TEST. HYDROSTATIC AND LEAKAGE r TESTS E ADE BETWEEN VALVES AND/OR CONNECTORS FOR EACH HALL B M SECTION TESTED USING THE PROCEDURE OUTLINE IN ANSI/AWWA C600. S. HYDROSTATIC TESTING SHALL BE PERFORMED AT 150 AND 100 POUNDS PER SQUARE INCH PRESSURE, FOR A PERIOD OF NOT LESS THAN TWO HOURS FOR WATER/FORCE MAINS AND LOW PRESSURE MAINS RESPECTIVELY. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: I L= SD (P)" 148,000 L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR. S = LENGTH OF PIPE TESTED, FEET. D = NOMINAL DIAMETER OF THE PIPE IN INCHES. P=AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE. C. THE TESTING PROCEDURE SHALL INCLUDE THE CONTINUED APPLICATION OF THE SPECIFIED PRESSURE TO THE TEST SYSTEM FOR THE TWO-HOUR PERIOD BY WAY OF A PUMP TAKING SUPPLY FROM A CONTAINER SUITABLE FOR MEASURING WATER LOSS. THE AMOUNT OF LOSS SHALL BE DETERMINED BY MEASURING THE VOLUME DISPLACED FROM SAYD CONTAINER. ANY EXPOSED PIPE, FITTINGS, VALVES, HYDRANTS, AND JOINTS SHALL BE EXAMINED DURING THE TEST. ANY DAMAGED OR DEFECTIVE PIPE FITTINGS, VALVES, OR HYDRANTS THAT ARE DISCOVERED FOLLOWING THE PRESSURE TEST SHALL BE REPAIRED OR REPLACED WITH SOUND MATERIAL, AND ALL TESTS SHALL BE REPEATED. D. THE PRESSURE SHALL NOT VARY BY MORE THAN f5 PSI FROM THE REQUIRED PRESSURE FOR THE DURATION OF THE TEST. IF AT ANY POINT DURING THE TEST THE PRESSURE LOSS EXCEEDS 5 PSI, THE TEST IS CONSIDERED FAILED. SHOULD THE TEST FAIL, NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE CONTRACTOR AND THE TEST REPEATED UNTIL WITHIN THE ESTABLISHED LIMITS. THSel. hLANS AND ALL PROPOSGD t'YORK An^E SUBJECT TO ANY CORRECIMPIS REQUfRIM BY FIELD INSPECTORS THAT CLAY BE N1IEC!%Afly IN OROM TO CWIPLY WITH ALL APPLICABLE CODES, CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT PSLUSD hereby releases these construction plans PSLUSD makes no representations that the plans are accurate nor does PSLUSD represent that the plans Will meet the needs of the project The Engineer of Record and utility contractor are hereby notified that any product or work that faits to meet the specifications and policies of the PSLUSD as well as other appLcable agencies will not be accepted PSLUSD is not responsible for additional project costs or time delays due to the inability of project personnel to inaet said requirements. REVIEWED - . • � ■ NO COMMENTS Bv, DS f 1 S IN REVIEWED - SEE COMMENTS Date' 6/26/2015 z J N az �0 0 W W LL Q U `Q / LLJ a. W (n Q Q Z Q O O J \� err 0 Z O U Z Z' _ J W� ANNJ V) 0 O J M O Z W Y 0 W m J� lil Q W p❑ O K S < N O O U U SHEET NO.: 5 OF JOB NO. 12-066 ENG 14 ELA3,,95 W EL: 11.35 "fi"'.PVC BASIN COVER W/HINGED, LONABLE ACCESS DOOR, Fw- BLDG• SEWER 1/4" ALUM. FLOOR PLATE W/ VENT CPLG. N N Q LeT O 2" PVC VENT 40"z50" FIBERGLASS W/ S.S. BUG REINFORCED VALVE VAULT WITH SCREEN S.S. TOP RAIL SUPPORT HINGED ALUMINUM ACCESS PRESSURE GAUGE (.-SOPSI) 1" REDUCED PRESSURE: ZONE (RPZ) ~ C0 (BOLTS TO COVER FRAME) DOOR �` YOHECK VPLVE W/ pIURE OE A 3/4" (yl S.S. FASTENERS P, SPRIWITH NG & OUTSIDE eeu VALVE 0 45 ANGLE BACKFLOW PREVENTION ASSEMBLY C? N oLEVER BALL VALVE ( ) :. "PROP. i15" RCP STORM SEWER 11" (3) 2" SLIP 00 DUCT L3 CAMLOCK CAP W/ `' __ _____cc I j- CONDUR FLAN G SEAL 36" 1/4" BALL VALVE " ---- - -mom-- o a o TYP PLUG HATC i SAFETY #-d VE 31 " LL____ _ _ ___________ WELL 1" FLOOR DRAINp,.6• NEMa 4X SQUARE �„ METER � Q Q Z (3) 2" ELEDTPoGA �( °M _HIGH LEVELALARM LIGHT LLJw Q CONDUITS (TO DEVICE FUSED DISCONNECT TEO VISIBLE FROM STREET z Q w / CONTROL PANEL 1/4" 5.5._ SERweEMETER 12" O- j IFTI G CHAIN ------ BE LOCATED AS SHOWN ! STAINLESS STEEL CONTROL Z Q ) ______ _ __!Ti01�_ DISCONNECT HANDLE SHOULD 1" ANGLE VALVE z"CHWET ❑ DlscoNNFcr METER VALVE w (ADAPT -A -FLEX FEEDERS S CONDUIT PANEL (SEE NOTE a61 GO INV, GASKET ELBOW UP /HOSE RIGID GALVANIZED W/ LOCK (BRASS) VARIES -•♦ I'-1" CONNECTION SHALL BE 3" o -CONDUIT AROUND SIDE $-MIN. CONDUIT SEAL OFFTOSE PAGKJOINT X X i OF PEDESTAL PLACED WIh11N 18"OF Z PROP, PAV j � ' 3" PLUG VALVE WIM 2" OPERATING NlR 3' SON aO PVC ELBOW (lYP) TRANSFORMER 1d61N CONDUIT -ELECTRICAL ENCLOSURE ¢ s ♦ LL Q C O. INV. HIGH WATER ALARM WWWYYYY 1}" SCH 80 PVC PIPE SUPPORT 1 • (SEE NOTE asI� s'GEENOTEMI a is-iy REQUIRED) FINISH GRADE ` 1 N 7.4C co" INV' GASKET r____ L IB N V EL9.65 LAG PUMP ON Ea2) NEMA4X-24'Lx6"WXST1 N (PSLUSD 2" DISCHARGE PIPING PVC SCH. 80 PLAN VIEW I , e"-.IuxcnoN Box wRH TERM ♦ `'/�'` y� LO P.Q.S.) I (PSLUSD. PROP. LEAD PUMP ON :� �- TEEL STRIP WITH BACK PLATE �`�•/•/� ��������/��,�\�\\/\���//\�T Z.� to UTILITY 2\\lB�i \ �,��,\ 6.68' I 316 S.S.5$GUIDE RAIL II I6' ECHANICAL EASEMENT PUMP OFF UMP II i.____J_ '� 1$"IMIN 1.- N I �- L.. - -- - - - - - - - OP 3. CONCRETEBASE1 VC FINISH -}-STAINLESS STEEL (SS) -BRASS OR TYPE ICCOPPER- V) > Z r -- II IB" II 111 1$' I$' B II I II n m 1 sD•ss M ^Q PUMP BASE ELBOW II _L a II III I ,i �I�IswEEP t" POLYETHYLENE 90' EL80W /BRASS TO HOSE BIB ® W _w N _N & HOSE BIB PROP, I` DR9 POLY WATERS - '�Ji ----- _ TO WET WELL 'wT' p� Nt g1�----2-(SEE NOTEpt) WATER SERVICE LINE PACK JOINT 1.,1.. O ("1 TO PON/ERJ I' II e• TO POWER I Li. Y SOURCE '* I SOURCE PROVIDE THREE II"SEPARATE _I14) 10 SEE NOTE n i' / I !'""' 1.50' -Yf- PROVIDE CONCRETE CONDUITS FOR MOTOR CABLESAND /n _ '.;j. A•� I=_PEDESTALWIa4 LIQUID LEVEL REGULATOR CABLES. V J I- 1 !L 0.ESAR IY OC 6E.W. CONDUIT 3HALL 8E SCH 80 PVC. V) � w - - - - - - - �1 (SEE NOTE AB) Q I I iT _____J rX IO' COPPER GROUND `I W r- PROP, NOTES: ROD c0 F, BEAN vim SICR view Q' O 0 O EASEMENT UTILITY 1. THE DESIGN SPECIFICATIONS FOR THE WET ) LL, PUMPS, CONTROL ELEVATIONS AND VALVE VAULT SHALL BE AS NOTES• NOTES: ® O SPECIFIED BY THE ENGINEER -OF -RECORD FOR IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. fY O J W 2. ONLY PUMPS AND APPURTENANCES APPROVED BY PSLUSD QUALIFIED PRODUCTS LIST QPL) SHALL BE PROVIDED. 1. BOTH RISERS SHALL BE BRASS OR TYPE 1C COPPER TUBING HARD DRAWN WITH W ~ 3. A MINIMUM 20'x20' EASEMENT SHALL BE PROVIDED FOR THE GRINDER SYSTEM SITE. A(SITE PLAN MUST BE THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL PS-04A. ( ) ` Q COPPER/BRASS THREADED FITTINGS AND ADAPTERS. FFJ W LO C) Zgy SUBMITTED FOR APPROVAL TO PSLUSD BY THE FOR AS REQUIRED IN THE UTILITY STANDARDS MANUAL. 2. ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL Z n IL BE 3° SCH 8Q FLANGED PVC. NOTES. 2. PROVIDE ADDITIONAL SUPPORT AS NECESSARY TO SECURELY SUPPORT BACKFLOW --- - - 4. FOR SHALL VERIFY AND SUBMIT BUOYANCY CALCULATIONS FOR THE ANTI -FLOTATION SLAB. THE WET WELL AND PREVENTION ASSEMBLY. N r O3 SAWCUT, REMOVE, VALVE VAULT BASE SHALL BE PROVIDED WITH SUITABLE SUPPORT DURING INSTALLATION TO ENSURE COMPLETE I. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6. / Z O LJJ d REPLACE CONC. ENCAPSULATION OF CONCRETE FOR ANTI -FLOTATION. 2. A SACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS 07, W 0 0 �U PROP. 191 LF. 2" DR11 POLY FORCE MAIN SIDEWALK AT EX. EX. CONC. SIDEWALK $.'SEALED WITH CHICO COMPOUND. 5. EXCAVATION, DEWATERING, BACKRLL AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PSLUSD 4. THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED. (DIRECTIONAL BORE) '' JOINTS AS RE D. UTILITY STANDARDS. DENSITY TESTS SHALL BE PERFORMED AND SUBMITTED AS REQUIRED. 5. A TMNSFORMER MAY BE ALLOWED ON A CASELBY-CASE BASIS WHEN REQUESTED IN ADVANCE BY THE ENGINEER-OF-RECORD(EOR) AND APPROVED IN --_ _ WRITING BY THE PSLUSD. `f -� 6. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE FOR. -L_-_----------------------------------��-------__---_-_ MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: PSo2a MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: Pa-02B DETAIL: Pa-0aR \ GRINDER PUMP STATION =CUM=OTRUcnOx STANDARDS FOR PPP •" asAl 900 SUE. OGDEN LANE LUCIE DATE: 0912014 CITY DEPORT ST.LUCIE THREE PHASE DUPLEX DATE: Oa12010 'Y • CITY OP PORT ST. LUCIE THREE PHASE DUPLEX GRINDER SYSTEM MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: PS09 SOD S.E OODFN LANE GATE: O3120f0 v^,. �1 CITY 'PONT ST. LUCIE GRINDER SYSTEM WATER METER SITE PLAN L ` ''1 PDRTST.LUCIS, FL U90s Scales x.T.a. PORT aT. LUCIE, FL s4Ses l' %L Soo S.E• OGDEN ENT: CONTROL PANEL -PEDESTAL DETAIL x - Soo S.E, oOOEx LANE AND DATE: 03120t0 aOALF. I--11w aPHONE(]72)".1 .6400 F" 1]]218Tafi933 COMMERCIAL GRINDER SYSTEM PHONE T]26]a,B000 FA%p]21 BT3fi43a COMMERCIAL GRINDER SYSTEM aCALE:x.r.5. PHOONE pis)873e 00 F�T72)87a -s ROL PANEL- CITY LIMITS SCALE: X,T.E ❑PORT aT. LUCIE, FL 34PS3 SCALE: µT.a. aNEET:f oFa ( ) SHERT:2OF2 > ( axRRr,zoFx Pxoxa 1772) 0730400 FAX (7Tz) 873c433 BACKFLOW PREVENTION ASSEMBLY SXEET:1 OF f 15 L.F. 6" PVC SANITARY LATERAL N W/ 6" CAP PROP. --�� GRINDER STATION TOP EL. 15.25 INV. EL. 7,25 PROP. --�� VALVE VAULT TOP EL. 15.25 10, PROP. UTILITY EASEMENT PUMPING STATION DATA TABLE - PUMP MODEL NUMBER WGL20 - PUMP MANUFACTURER MYERS - PUMP TYPE GRINDER - HORSEPOWER 2.0 HP - IMPELLER 5.5 IN - PHASE 3 PH VOLTAGE 230 V - CYCLES (Hz) 60 Hz - RPM 3450 RPM - SHUT OFF HEAD 105 FT _ BEST EFFICIENCY POINT FLOW N/A GPM - BEST EFFICIENCY POINT HEAD WA FT - PUMP EFFICIENCY @ SEP POINT N/A % - RUN OUT FLOW 45 GPM - RUN OUT HEAD 20 FT A WET WELL RIM ELEVATION 15.25 FT NAVD B WET WELL DIAMETER 4 FT C WET WELL BOTTOM ELEVATION 3.25 FT NAVD D INFLUENT PIPE INVERT ELEVATION 7.25 FT NAVD E INFLUENT PIPE DIAMETER 6 IN F LAG PUMP 2 ON ELEVATION (TRI-PLEX ONLY) FT NAVD 6 LAG PUMP ON ELEVATION 6.55 FT NAVD H LEAD PUMP ON ELEVATION 6.17 FT NAVD I PUMPS OFF ELEVATION 5.17 FT NAVD J ALARM ELEVATION 6.90 FTNAVD K EMERGENCY OFF ELEVATION FT NAVD L DISCHARGE PIPE DIAMETER 2 IN M PUMP OUT DIAMETER 3 IN N DISCHARGE PIPE ELEVATION 12.25 FT NAVD 0 PUMP SUBMERGENCE 23 IN P PUMP DISCHARGE DIAMETER 2 IN Q CIL WETWELL TO CIL OF PUMP N/A IN R CIL OF WETWELL TO CIL OF PUMP BOLTS N/A IN 5 CIL OF PUMP TO CIL OF PUMP 20 IN T WET WELL HATCH 24 IN U WET WELL HATCH 36 IN V EXTERIOR VALVE VAULT 40 IN W EXTERIOR VALVE VAULT 50 FT X VALVE VAULT HATCH 30 IN Y VALVE VAULT HATCH 36 IN Z C/L OF WET WELL TO INSIDE EDGE OF HATCH WA FT GRINDER STATION PUMP PERFORMANCE DATA (2) MYERS W620-23-15 GRINDER PUMP 2 HP, 3450 RPM, 3PHASE, 230 VOLT, 60 Hz 5.5" IMPELLER, WILL DEVELOP 40.5 GPM, @ 55' TDH THE81. PLANS AND ALL PROPOSGD WORK ARE SUBJECT TO ANY CORREC?7CPJS REOUIRM BY FIELD !'NSPECXRS THAT MAY BE I"tEC'SSAW IN OADIM TO CONYGPLY LII T H ALL APPLICABLE COFIFG" I II I J wJ iT � CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTWIDN - :W PSLUSO hereby releases these construction piane6 PSLUSD Ina no representations that the plans are accurate nor does PSLI. represent that the plans will meet the needs of the project. Engineer of Record and utility contractor are hereby notified that product or work that fads to meet the sgectlicafiam and policies Of PSLUUD as well as other applicable agencras Vnil not be accep PSLUSO is not responsible for additional project costs or time de; due to tie inability Of project personnel to meet sa,..d requirements REVEWED . NO COMMENTS B, CIS .pLWq.s REVIEWED - Ix SEE COMMENTS Date: 6/26/2015 NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT FROM NA.V.D. '86 TO N.G.V,D. ' 29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. BEFORE YOU DIG G`U m00)6USMf55MYS WM FOfl TNf 9l1E ]O P£M4fll:Ep FE9PAYTTHEAWWS ac¢unr K K Z O Z Q060 J tA<C �QU Wf-LL W Z � ^W I.L. �Ij vJ Z X w > O +� K Y fJ J_ y0'j LL n W J UI Q IJ N 3 ED O D O SHEET NO.: 6 OF JOB No. 12-066 ENG 30 0 15 30 6C ( IN FEET ) 1 inch = 30 ft. J i i - I -" ... -7" r I �_._ __ - I i I ,1 �EX, SHELLROCK PARKING AREA I I ' I I i I I , , , / --PAVEMENT___ _ _____ __ ___ ______ I I ii _ ____-__ 126.6' I EX. I ONG� EXISTING ALUMINUM d STEEL POLE BARN EX CONC_ ( I i I I I i I 4 I L-------------------------------------------------------- ..--___--__------_-___-- MOVE , --`�' I X SPHALT ' AVEMENT EX. FIRE A 3 / EX. ASPHALT'• z ' _._--- ____ HYDRANT V i DRIVEWAY YJ- ...........®.e.... .....�........�... ....�.�....�...+... ._ E58 EX. b' CONC, SIDEWALK ❑ � ~•�'4c _______---____—_____________________--_____--_____---eve�seszm-__—_--__sezezo-_— ___ozzcoszee=_cos�zeases:emeeazzv—^_ovec�-seecer.:=zc�os____�____—_: ��• __-- _ z EX. RAILROAD TIES (TYP.) EX. A41 z - O r GRATE EL. 11.89 E INV. EL. 8.94 -- I wF wo a EX. iG" FORCE MAIN FM FM FM FM FM FM -- FM --- M FM FM FM FM __==__-____ �_A - _-__ cczsocze�ccsocc—occ-_c�ozzazezzzr-- =zzceczzz--_czzzea_—szzozzcm — -- GRATE EL. 12.89 N INV. EL. 6A9 ______ Ex. 36"RCP SINV_EL. 6.65r'_________________________________________________________________________________________________________________________________________, � � Y,,36' _________, �'-�- `M tea"` eX. 5" WATER MAIN J WM WM WM Wm EX.- WM WM -- _ mess ---_. rxr_ec;csscc �__ —_ __Mzzs _ �'----"MNt-_-•-_""'Wlt�---- WM WM WM - WM F.'6 --_--^� —NM _ ----- __ _ RIVEWA __�_- EX. B' CONC. SIDEWALK `-'---- 15" OAK m R EX. DIRT PARKING AREA 24" OAK - 20" OAK -- N 00°0' 54" W 176.67' gnb _- ,� � fI O /Q I 48"OAKI1--��� 120 /A� -- ' REMO 2.0' EX 24.0' Z Ex. REM E Ex. GRIN Ea EX. 6' CONC, SIDEWALK AS N 00*00'000"-E- 177.24' TO EX. ILI 'O EX. A-12 TOP EL.12,14 EX. 2" POLY FRVSCE WATER 5. _ N INV. EL. 9.22 IIm x $ IV. EL. 6.46 h E INNV. EL. 8.74 W INV. EL 8.49 „ e ----------------------------- - - EX. 6" `NATER MALN WM WM d WM -- WM WM ------------_____________ ___y, ------------------------ ---" D - WM -- WM •: y WM -___ EX. 6' CONO. SIDEWALK 32" OAK FICUS EX. ASPHALT PAVEMENT I I I I NOTE: J LLJ EROSION AND SEDIMENT CONTROL - CONTRACTOR i5 ;`y Q RESPON51BLE FOR PROVIDING AND MAINTAINING EROSION N AND SEDIMENT CONTROL USING THE LATEST F.O.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION w N OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS 0 .- 00 AND WATERWAYS, THESE WILL REMAIN IN PLACE UNTIL GRASSING OR 50DOING HAS BEEN COMPLETED OR UNTIL Co00 SILTATION AND EROSION ARE NO LONGER A THREAT TO '-' ADJACENT PROPERTIES AND WATERWAYS. w (� < Z SILT PENCE SHALL 8E IN PLACE PRIOR TO CLEARING z E 5 E \ a:PROJECT YO YARD AR AREA; 53,689 S.F. (1.232 AC) AREA TO BE CLEARED/DEMOLISHED (/�1.22�32 AC) ��5333,,68899fS..F. DESIGNATES AREA TO BE CLEARED) X Qi U �N 0) Z Nrn c0 d EX. BLDG, EX. CONC. PARKING AREA EX, BLDG. EX. CONC, PARKING AREA 5V - FM — FM FM --4M FM > � O m 3 w EX. k-9 n TOP EL. 12.73 �. O N INV, EL. 9.44 51:NV. EL, 9.44 E INV. EL. 8,92 Xw ------------ ---- WPA q� WM WM WM / LEGEND HANDICAP STALL `� TRAFFIC FLOW DIRECTIO �- RUNOFF FLOW DIRECTION O NUMBER OF PARKING SPACES EXISTING WATER MAIN M EXISTING FORCE MAIN — — EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT TO BE REMOVED EXISTING LIGHT POLE PROPOSED CLEAN OUT THUS-2 7L915 AND ALL PROPOS511) WORK ARE SUBJECT TO ANY C00FIECTICIjS REQUIRED BY FIELD INS'PEC70RS THAT r4AY BE tJE"NARY IN OADN TO C01 PLY WITH ALL APPLICABLE CODES. u .,... .y 77 BEFORE YOU DIG G"( O(1JSUSINESEMYH WAI((YW 1HE SI'E iO 8'M9W ED REEPECi 1HEM9x8 Oro6OFELY v) > r, z D M -1 00 0 CO o// O W_ In N _N Lu LL > (� Jam. O v (n F- LL (n h Q ZI-w�-LL 0 cj�C>00 U0� d J LL) Ld LJ �� ccU W z NF z00�� W I- 0- LLJ J 2L 1 0 ® U) Z Z 0 < z 06 0 Z —2 0 U ®U r/A' v! O ..N) II y �` 0 Z 0: W 00 0 Q m o Q' I 0 0 Q N 0 SHEET NO.: 7 OF JOB No. 12-065 ENG GENERAL NOTES EROSION CONTROL Section VII (SWPPP Narrative) 1.0 SITE DESCRIPTION i.a Nature of Construction Activities Construction activities consist of the construction of a new discount retail building, associated paved parking and a dry detention area that will serve the project site in St. Lucie County, Florida. 1.b Sequence of Major Soil Disturbing Activities The following sequence of major activities shall be followed unless the contractor can propose an alternative that is equal or exceeds the erosion and sediment control practices described in this document, and is approved by the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. The contractor is responsible for providing a detailed sequence of construction for all construction activities. 1. Placement of all erosion control devices. 2. Clearing and grubbing, earthwork, filling of the existing lake, and excavation of the dry detention area. 3. Storm sewer construction; all storm sewer shall be constructed in the upstream direction. 4, Water & wastewater utility construction. 5. Earthwork associated with roadway, curb, subgrade, base and pavement. 6. Final seed and mulch and landscaping and sodding of the unpaved project area as called for in plans. 1.c Area Estimates Total site area; 1.23 acres Total Area to be Disturbed: 1.23 acres 1A Runoff Data Runoff Coefficients: Before: 0.81 During: 0.30-0,81 After: 0.81 Sails Data: The soils are silty fine sand to clean sands. The small sand particle size will make the potential for erosion high. Drainage Areas for Each Outfall: Le Site Map The construction plans will substitute as site maps. Locations of the required information are described below. Drainage Patterns: The drainage flow directions are shown on the Paving and Drainage Plan. Approximate Slopes: The slopes of the site can be seen on the Grading and Drainage plan and cross sections. Areas of Soil Disturbance: The areas to be disturbed are indicated on the plan. Any areas where permanent features are shown to be constructed above or below ground will be disturbed. Areas not to be disturbed: Those areas shown outside of the limits of the silt fence will not be disturbed. Locations of Controls: The erosion control devices and locations are shown on the Sediment & Erosion Control Plan. Areas to be stabilized: Temporary stabilization practices are also shown on the plans, if applicable. Areas of permanent stabilization are shown on the Paving and Drainage Plan. Surface Water: Surface water discharge is shown on the Paving and Drainage Plan. The surface waters of the project will discharge to the detention area on the west side of the site. 1.f Receiving Waters Currently, the project sheet flows to the east and west. After construction, runoff will be directed to the dry detention area located on the west side of the site. The dry detention area will discharge to the Lennard Road drainage system. Ultimate outfall is the North Fork of the St. Lucie River. 2.0 CONTROLS 2.a Erosion and Sediment Controls The following defines general quantities for the sequence of construction and the use of stabilization and structural practices. The contractor is also responsible for documenting this portion of the SWPPP. The construction of this project is expected to last twelve months. Install stabilized construction entrances at all common areas where construction vehicles will be entering and exiting the construction site. The driveways shall be constructed per FDOT Index #106, Install silt fences, Type III, around all ditch bottom inlets on the project, and the project perimeter. Filter cloth under the grates on catch basins may be used in lieu of a silt fence. Install staked turbidity barriers at the locations as indicated in the Paving and Drainage Plan (discharge points). 2,a.1 Stabilized Practices Temporary: Seed and mulch, and sod in accordance with Specification Section 104. Permanent: All stabilization practices shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days after the construction activity in that portion of the site has temporarily ceased. The contractor is also responsible for documenting this portion of the SWPPP. 2.a,2 Structural Practices Temporary: s , Silt fence in'ticcordance with FDOT Index 102 and Specification 104. Staked turbidity barrier in accordance with FOOT Index 103. Soil tracking prevention device in accordance with FDOT Index 106. A stabilized construction entrance to be constructed per FOOT Index 106. All sediment controls shall be in place prior to any soil disturbing activity upstream of the control. 2.b 5tormwater Management Stormwater will be conveyed in storm sewer system, cross details, and swales to Stormwater retention/detention ponds. 2.c Other Controls 2.0 Waste Disposal The contractor is solely responsible for documenting this portion of the SWPPP. 2.c.2 Off -Site Vehicle Tracking The contractor is responsible far documenting this portion of the SWPPP. 2.0 State and Local Regulations (Waste, Sanitary, and Septic) The contractor is solely responsible form documenting this portion of the SWPPP. 2,d State and Local Plans This project qualifies for a No Notice General Permit from the South Florida Water Management District (SFWMD). 3. MAINTENANCE. N ENANCE ITEM MAINTENANCE POSED REPLACEMENT INTERVAL Silt Fence in accordance with specification 6 Months Section 104. Ponds Remove sediment when it becomes As Required 6" deep. Straw Bales Remove sediment when it reaches 3 Months 1/2 height of bales. The contractor shall maintain rain gauges on -site and record daily rainfall. The contractor is also responsible for documenting this portion of the SWPPP in the Section 104 Erosion Control Plan. 4. INSPECTION Qualified personnel shall inspect the following items at least once every seven calendar days and within 24 hours of the end of a storm that is 0.50 inches or greater. Where sites have been finally stabilized, inspections shall be conducted at least once every month. Points of discharge to waters in the United States. Points of discharge to municipal separate storm systems. Disturbed areas of the site that have not been finally stabilized. Areas used for storage of materials that are exposed to precipitation. Structural controls. 5tormwater management systems. Locations where vehicles enter or exit the site. 5. NON-STORMWATER DISCHARGES The contractor is required to submit a dewatering plan to SWFWMD for approval prior to commencement of any construction activities that require dewatering. This plan shall include any stockpile areas and excavation areas. The contractor is responsible for documenting this portion of the SWPPP. If contaminated soil or groundwater is encountered, contact the District Hazardous Materials Coordinator. 6. RESPONSIBLE ENTITIES This SWPPP must clearly identify, for each measure identified within the SWPPP, the contractor(s) or subcontractor(s) that will implement each measure. All contractor(s) and subcontractor(s) that will be responsible for the implementation and maintenance of the measures identified in the SWPPP must sign the following certification: "I certify under penalty of low that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared there under." NAME AND TITLE COMPANY NAME, ADDRESS, RESPONSIBLE ITEMS AND PHONE NUMBER "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Name (Operator and/or Responsible Authority) Date DATE #� in' Sheathed EAW Steel Cable (9800 LbO, Breaking Strength) With Slotted PVC Connector Pipe Galvanized Connectors (Tool Free Disconnect) (Metal Collar Reinforced) Closed Call Solid Plastic Foam Flotatlan (5° Dia. Equiv.) (17 Its. Per Ft. Buoyant C18 Oz, Nylon Reinforced is PVC Fabric (300 per Test Oz. Wylon RelMorced Stress Plate PVC Fabric (304 per 1}"Gal vanlzed Chain Test) Nkth Lacing Grommet TYPE 0, m5' Bid. (Single Panel Far Depths 5' or Less). TYPE ti o Ll Ds-5' Sid. (Addlti000l Panel For Depths S'). Curtain To Reach Bottom Up To Depths Of 10 Feet. Two(2) Ponals To Be Used For Depths Greater Than 10 Feel Unless Special Depth Curtains Svacifically Called For In The Plans Or As Determined By The Engineer. GENERAL NOTES NOTICE: COMPONENTS OF TYPES r- AND ­ MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY 1. Floating torbidlty barriers are to be paid for undo, the contract unit price for Floating Turbidity Barrier, LF. RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBLITY OF THE USER. SUBSTITUTIONS FOR TYPES - AND -- SHALL BE AS APPROVED BY THE ENGINEER. 2, Staked turbidlt barriers are to be paid for under the contract unit price for spoked Turbidity Barrier, LF. FLOATING TURBIDITY BARRIERS QJQ' 1� il N < 0 1- Vy lased Cell Solid Plastic Foam rotation (6" Dia. Equiv.) (12 Lbe. a_ W or Ft. Buoyancy) 0 r oa 11~orypro Rape (n J (600 lb. Breakin Strength) -� W , J C QQ Z }°Galvanized Cho W O z Q LL -J a w (Options: 2" x 4" Or an. Dia. Wood; Steel Lba/Ft. Min.) "-'- 78 Oz, Nylon Reinforced ` PVC Fabric (300 psi Test) Proposed Toe Of Slope ---------------- C�LULIL/��jr Existing i �� � c r X Share `ins s m STA-�KLE-D TURBIDITY BARRIER 4Cons r40avpShLimits Of Const. Current Limits Shore LlneLEGEND • Plle Locations Structure AlignmenturbidityDrudge Or Fill Areo crrlers • • • • NOTE' -u Mooring Buoy w/Anchor Turbidity barriers for Bowing streams and tidal croaks may be either floating, or staked types or any combinations of types that will suit site conditions and I Anchor NOTES: meat erosion control and water quality requirements. The barrier type(s) will 1. Turbidity barriers are to be used in all permanent bodies of water be at the Contractors option unless otherwise specified In the plans, however �y Barrier Movement Due regardless of water depth. payment will be under the pay item(s) established In the plane for Floating To Current Action 2. Number and spacing o/ anchors dependent currentavelocities.Turbidity Barrier and/or Staked Turbidity Barrier. Post,+. In staked turbidity 7. Deployment of barrier around pile locations may vary to accommodate barriers to be Installed in vertical position unless otherwise directed b the Engineer. construction on operations. Y 9i 4. Navigation may require segmenting barrier of the construction cifi anions 5. For additional information see Section 704 of the Standard Specifications. TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS F.D.O.T. INDEX NUMBER 103 1 of 1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COf3 ECTIONS REQUIRED BY FIELD NSPECXFI THAT MAY BE NEC.0%A1.1Y 1110#iD TO CO,'4PLY UJITH ALL APPLICABLE CODES. M SHEET FLO lW 1 1 BALES OF STRAW STAKED DOWN SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH GRADING. PLAN VIEW WERE TIE _ __ _ _ - 2"X2" STAKES 1-112' TO 2' IN n n n THEGROUND ii �'i■�1� _ I�r■ ■os rr ,in rrrr irr ,man r ■■u.,�,rrr ■ in in in ■■ in mamas rr ,rrrr ■ rrrr r rr rrrr rr NONE ■ ,.rrrr ■... NO. 5CALE TYPE III SIL T FENCE NOTE: DONOTDEPLOYINANYMANNERTHATSILT FENCES WILL ACT AS A DAM ACROSS PERMANENTFLOWING WATERCOURSES SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TT/RBITY BARRIERS USED AT PERMANENT BODIES OF WATER. EROSION d SEDIMENT CONTROL PER FDOT INDEX 102 NOT TO SCALE 6'MAX POST OPTIONS WOOD 21/2"MIN. DIA. WOOD 2'X4" OAK 11/2"XI I/0" 571EEL1.33LBS/FTMIN. r .` - OetZTFLOW TYPE III SIL T FENCE NOTE': SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH C14A R T 1, SHEET I OF 3 A NO DrTCHIN5TALLATTONS AT DRAINAGE STRUCTURES SHEET ZOF3. TYPE III5ILT FENCE PROTECTION AROUND DITCH BOTTOM INLET 20° OPTIONAL PRINCIPAL POST POST POSITION (CANTED POSITIONS_��i 20° TOWARD FLOW) FILTER FABRIC a r SILT FLOW ro N FIL TER FABRIC (aN CONFORMANCE WITH ELEVATION SECTION L� _ _ �/ ! [J" � SEC 985 FDOT SPEC) NOTE: SILTFENCE TO REPAID FOR UNDER THE CONTRACT UNITPRICEFop STAKED FENCE(L.F.) TYPE III SIL T FENCE A,wr; BEFORE MU DIG CALL'no fAsWINEEBWVe Wq?FOfl ME,biF i096 /Mu4NHJ NE4PELr lNEIMAMS aria snfEtr ULL N 0) Z to D't [- V1) > z IY _JTO O m ®/ LE o W_ Lo N _N LL. U� r� >J v (A H L_ � v) a Z ad wL 0 �U 0O V X I LJ 0) F- J w � cc� W(a��N r W `_ 2_ U TW i N Z L1. WZa ®_ �- 0 L�L f J Z 0 a vJ N Q. M } O m O m K CIJ N ZO O Z K Y JQh 1N Q W Op 0 Q 0 0 2 Q N m O C1 V V SHEET NO.: OF : _ _ _ ---��u•w�t. _ .'^aria;. - JOB No. 12-066 ENG