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HomeMy WebLinkAboutTaylor Creek - Retail A 51003BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PROJECT NAME: TAYLOR CREEK COMMONS RETAIL "A" PLAN NUMBER __ __111948__- DATE RECEIVED____ 19=2200-89_,_ CONTRACTOR: Keene Cons.truciton PHONE NUMBER:_.___896-1336 ARCHITECT:— Adache AssociatesPHONE NUMBER:_. 305-525-8133_ _ OWNER: TAYLOR CREEK COMMONS _ RETAIL "A" LOCATION: 1901 North U. S__#1__ TYPE OF OCCUPANCY: Mercantile —_ _....__TYPE OF CONSTRUCTION: _Y unprotected SIZE OF BUILDING: 13,200 sq. ft. _________ NUMBER OF FLOORS: -�.— -- REQUIREMENTS: 1. Note: The firestopping as shown on Sheet A-2R for the canopy is not required draftstopping at 20' intervals. Draftstopping materials are or can be }" plywood or J" daywall securely fastened and maintained. 2. Automatic sprinkler protection is required for the interior of the combustible canopy and also for the underside. NFPA 13, 4-4.4 and 4-4.10.2 3. Interior finish on walls and ceilings shall be a minimum of Class "C" 75 to 200 4. Provide a 24" x 36" access panel for the canopy. Provide one panel for each area between draftstop. 5. Provide a 2A-10BC rated fire extingusiher for each bay. 6. A separate permit is required for the automatic sprinkler system. The system shall be designed, calculated and installed according to NFPA #13. 7. The penetrations of fire resistant walls or partitions for electrical, telephone, plubming, penings are o air conditions, or similar facilities shall not be permitted unless such oV CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTTIONs 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY:, SIC,NATye - -- DATE / e' - 2- `= d_% PLAN NUMBER DATE RECEIVED- - ------ PHONE NUMBER: PHONE NUMBER: ce is not reduced, CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS. REV�1�> Ss ` ?F/�' ll'y 3 t 4 VNr s z ''.s.,y P SIGMA URE --DATE -, s '?M , TVT' y �..../ CHECK LIST Project Name: TAYLOR CREEK COMMONS SHOPPING CENTER - RETAIL "A" Architect: ADACHE ASSOCIATES ARCHITECTS- Ph:(305) 525-8133 (FT. L Up.) Contractor: KEENE CONSTRUCTION CO. Ph-(409) 896-15i6 (b LA h,o) Owner: TAYLOR CREEK ASSOC -c/o CAL HOLLAND - Ph:{704) 846=1029 (NC) CONSTRUCITON CO. Address: 1901 N. HWY. US 1 FT PIERCE. L Occupancy Classification: Type of Construction: Height and Area: Occupancy Requirements per Chapter IV: /A/r &Y Se� S Construction Requirements: A. Fire Protection: B. Egress Requirements: O Other Requirements: Elevators Sprinklers 6 Standpipes Combustible !Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements AX rpwW-X`A1 2 k Plans sent to Fire Dept. - Date: I Approved: Plot Plan Check Hater Sever Energy Code i Paving 6 Drainage approval by Engineering Nept, 1,rrry U Special Conditions prior to issuance �l Threshold Affidavit/Before Issuance Affidavit I Nz (S.1�f�3 PROPERTY RTY �- jsz � r sL� "�I ST. LUCIE COUNT` PERM& A PLICATION ��%9 �A�,✓ f ; cc. ce /eU,:i C��hTY60 Li, hr+l3 (CODE# ) SEWAGE PERMIT NO. C IOht FpR PERMIT TO CONSTRUCT Retail C nterJ. AttON/ADDRESS: North Hi hwa USESCRIPTION See attached H.ati 1GT.L'I,It or Creek Corrrnong Shoppingenter. . ui;r�fL �u _ I V41D MA .* *O y OD ZONE %�ELEV OT BLOCK UNIT SEC XI rrtC+E AEG ay 4_oos _0000 / �- 0•o00� 000�3 Rn ra 1D & TD Nos 1433 44n-OQQ-o00/o. 2404 111-0000r2-000/1 _ _ & NE33-444 0 0-000/0 MPP .r� ( 7 SI E/DIMENSI S ee attached sh t } �— _ 1'7 cosr /��b� BACKS: ONT �5 AR S i@.. �_rty Slpk/� �"T O -10 FT BUILDING: LIVING AREA _/3� 2�� '6•F- ACCESSORY vRadon: //ARCHITECT: NAME-Adarhe Aggnrriatag Arrhitartg PHONE (3n5) 525-81 3 ADDRE S 550 South F d ral Highway CITY'Fort/IauderdalgT FloridaZlp 33301 ,CONTRACTOR ATE Rgr10ERT # ME f11AQQ5 1-000NTY CERT # �— .�E K ene ('.rmgtnrrtiono C����L FL.Z DD �AM ADDRESS 756 Humphries Avenue CITY f1rl ands STATEFIori dia ZIP 32903 PHONE(_1Z) 896-1336 NER ap _pAME Taylor Crank Associates Jo Cal Holland Construction Company Inc i DDnDC %( u' DDRESS P.0_ Box 290461 PHONE .(704) 846-1079 rt>eing TY harlotte STATE NC ZIP28222 TE OF > OUNTY O LUCBefore me, the undersigned authority, personally appear 1���` who upon duly sworn, deposes and says that,the information'con ne m the foreg ing appli eti n i r e and correct. Applicant Sworn to and subscribed before me this day of oellty) 19 SCHOOL IMPACT FEES .L K Notary Public, State of Florida at Large "Glary M, SW of Fords at large My Commission Expires: _ MOD Ec O�t 21 1991 Required O Yes tad tro Amt. Pd Date Pd �LPkv.�W1NG, 10'�osi"ed ' G ST COUNTY ROAD IMPACT FEEICALCULATION FORM Name of Feepayer _ �j� CHECK LIST CONSTRUCTION PLANS and SPECIFICATIONS ,., .. •;*_,. w...a r:,e-, h , .:. ,,, ,. ,:rs, r r ,. .,. .,,.. �, .rm:ce n .,v, 1,. - - .x r`ss - M +e. ,-.iY,.. n.� n '. r1, .. ,... _.. ...: W v ... :.. .. v ... 2 n . r 5 .. ... ... x rv. :_.. .. f. ..: f�a.. rv. .. r.. ... r ... .. t2... ,._. f ♦ ., .. ..... _.. . .. s .., .'; : au .5. . fir.._ t { _,. 4 _, 1✓ . .. ,. Y° ._. .., v _... 4 r . .r. .. d•.: .,._V n.... _..,.., r... ,.+.. . ... .a.. r i. ... e�. PAVING DRAINAGE !Pj1WATER DISTRIBUTION AND WASTE"TATER COLLECTION /'TRANSMISSION IMPROVEMEN I t ND L J- 0, - --j -e FOR x.` r t, fAz y a' n'x, `, IF"T -1 1 CON0.1 i I g (--I -\'!I' -"1GAt'1v1-PAi1 oT. UCI�.` C�UiVTY , �'i.OnID�1 ST. LL)CIE LUt. N i T y1�0 a, t is '-' 2 ��` 7 =1 S E indno �- �, � 1 - MIne,Io Hasa 614 a 13 _ tb R /15 �'�a 16 V -- � c� I-.. - I . s' _--.�� • � 6erLNe I7. 1�s �;jl • K al Cell 5 0 3-.- �' _.-r12G - t9 _ 2C- . ��. t s• - - � �'.: �� r 95 Pepper : `,� <<+ fir' -��y ,� - park O C '2B. �27-� - _-_•�..26_ 1 -125- ':30 - — 9.'�',.`1� "227 C 26' ��25 TDU �6()8� I,. �. . CE C,v �T a Immotolee Rooe �� $1.'• Lu —'E 61.a L,�'' �� - - 4 -�:�• 31 32_ L 33 .-.��."�,t •�34 l i 33 \ 34 35 361` Y ,. (•'�I',�. _�� , 9 l - �\ w. : fir-. "r`'; A �_*'� 1 .�,- -�J I ,"'+,�1.' \� P C R 7 P I E R C E -_ _ _ _.., _- _ _ PROJECT SITE L E T \ N angle Roe e'�Wefl �` _ _�'�r�� r/r, /\� /� �.Y ... 2 >• -.,— H t _ r 6 L-``"5 ' q, !•. 3fioar' -��o�y- o _ . - < - �_.�. c �Ey - !� .._-r-- YYt�. �weeT( Cre o�i'� i- v =�e, �� ��,• - r •-..�__ - �- ¢ 1. ��� 1 - 5..1' 68 Orongc Arenuf �.jr� .l "' ' e i2 7 9 9 iQ�tt t o' Dcla�a rc Arc nue� ; 1 tt '2 y'� r Pcterion C Rocc Gier qla Aran CI\_ - - FORT�I VW IPIC Ot �Reae < o 13e: - S _...n �"' PI E R C E'¢' • t6-15 - . -t8 Et�'l �N ;6 - 5 14 13 Is - I 't7 rr 1 Ham_ 1 G.\V SCALE 1" = 1 MILE LINDAIIL. BRC-!i1NIIII FI_RRARI Et HELLSTROW, INC. consultlnrr, engineers, planners d surveyors ,Juprter StU.Trt Fort Pierce Vero Beach ITT _T__ T____ oL4UNTY���� AIaPORT nLl `7 --� I S 1 AIL _ A.G..r i. .:, c . LA ;) z. !ir' •Fa Est Eu IF I I BLyp ('\ li I s 1 Ilr a r E WA� uli5 G •`.I ivl __.. -.. 3Z �y$�'�. ,t y 1 / \�7-77 All 11 COn•l nr�n n i�cs l 15 I ti... P - f ':IV zI •e rs I�-�m _ - _I 1'`\may i i� • s..- of ..I• .vt• cow'• r Y''�LII~"'}'- -+ , h. '` lA \ •' A • Y i ��1y PROJECTAll 6 SITE A't �r•`I 1 � •vF 0 " '-� AVE 5 All \ I,' AVE I_� z .I� •vE I._„_ I, _ t-t�-.dl iyl ^+ -6 �'�'w C �! •`rE �'°' z eVt : ' AVE •~/._ Irv'-� e i -----� , s.oir •c I z I _1 e-�F i_.J 1 I .t- i•s! t�. �.�1.-- s .. mg LJ e t Ir r-- i �. � .rEl =. _' e:r. n FOR T F . 1--.. .I.,c •o .�.� - st�ia! - _ ..}- ,r j„-• I EA EI it . 'I s, S'O t •/E C •..>IF•, I .r _In cl te_ •1� r 9 I I I e1 N!A•(j_I ��. ° E �VV� niw I 'd� W .I • LLVD 4 e yo •9_�pE IAHARE 4VE1'-�` 1 .VI i r�1 N W:•1,.1� F � n lRY •- N ' � V:: is `[ ..�E L � e e rn.0 rlo•o. , �� •aYF. C r� ♦ E y . • � FOIU 1 Ia R( � nl • .0 J• [ � s{1� i ... .. ... SOA A' �4 n . dp� nr L[OPL i. M Icr I NC4 Ire rl ... r e o y� LFO t1] ✓F 1 7— M.E. SSAN'CERS �� I'4,..• HN111 T Y ". OCT o 3 as s #38814 ' iNIIFX t1p'. 1, TITLE AND I NDD( OF SHEETS 2, CO"PUTED LAYOUT AND STRIPING DETAILS Ji 3[ PAVING, GRADING AND DRAINAGE (ON -SITE) a ... 4[ PAVING, GRADING AND DRAINAGE (U.S. HIGHWAY NO[ 1) 5[ PAVING, GRADING AND DRAINAGE (NORTH SANDRIDGE ROAD - OLD U.S. NO, 1) 6, PAVING, GRADING AND DRAINAGE (SOUTH S.A DRIDGE ROAD - OLD U.S. NO, 1) 7. PAVING, GRADING AND DRAINAGE (SLIM LANE) 8[ WATER DISTRIBUTION AND WASTEWATER COLLECTION, 9, WASTEWATER PU11,PING STATION �ll 9A[ PLIPING STATION CONTROL PANEL 10. CONSTRUCTION DETAILS - PAVING AND DRAI 11, CONSTRUCTION DETAILS - WATER DISTRIBUTI 12, CONSTRUCTION DETAILS - WAS1II4ATER COLIECTI 13, PROFILE OF WASTEWATER TRANSMISSION SYSTEM, 14[ PROFILE OF WASTEWAItk COLLECT IOIi SYSIT Ell 15, SLPT'ARY OF ESTIMATED I TSIG OF WORK AND SUPPLEMENTARY COND T T I OPTS; 16. SPECIFICATIONS 12E'J15E4J '1 -14" 69 PEP PPVA, REVISED SEPT. 26, 1989 AUGUST 3 , 1989 SHEET I OF 16 ii AF 51577 DRUOI FOOD LI❑N SHOPS N No PARYiNU No PARKING zxa PARCEL_ ptcv-uP PARCEL PICK-U? — — _ I _ (7 M .f 3 r.c,,(• (4� Pi u PARCEL PICK-UP DETAILS NORTH PROPERTY LINE OF TAYLOR CREEK COMMONS \ PA\/EMEQT MARKIIJGS/STRIPING AIJD 5TREET SIGKIS SEE SHEET No. 5 g n 0 FUTURE EXPANSION 5.2684 ACRES -. »SIT,= BE ti a, F5 w Q N 23 n n �o .. OW)r--TYP. 4" STRIPE (WHITE) TYP. DIRECTIONAL ARROWS 3 LONG-TYP (WHITE) TYP. HANDICAP. SIGN AND , PAVM'T. SYMBOL IN ACCORD--- ANCE WITH D.O.T. SPECIFICA- TIONS �I ' it g 1tt 'tip la M1la r iip I xt % ,. • ""t'6e x�, a tr s� i 1 4 � I 4 fl y R m XY tt°''�� l e +' � ...tY;. i h rAMWAY . Ii I Erl II �rllI II� ,ate i 21 PROPERTY • a'� a - 4" SOLID WHITE OUT PARCEL # 5 40364 ACRES n STRIPE ONLY IN FRONT OF --\� FOOD LION ALL OTHER ISLANDS TO BE UNPAVED. L Am TAYLOR CREEK COMMONS FORT PIERCE , FLORIDA 10' LAUDSCAPE ( SEE SHEET A.10. 4 ) ALL OTHr=P- PAVr=ME),Z'f MARKIuc-,s/ STRIPINCa u ,K CiU FFER ' S 28'05'56"E 1121.79 SHALL BE P,41 tiIT1IN ACCORDANCE w/ b, D.T. S�IF{CATION$, 456.99 N010 0 443.26 25' S 28'05'56"E 210.13 cNil 0j, S 28'05'56"E 252.48 C16 THE5E A9- V15 A2E TO 11E T}JERMOPLASTIC- L8 65.00 HO'MI 65.00 64.82 ��. Z4'— ry ALL OTHE 0I-1 SITE PA\/EMELIT MAPKIK355 � (TVFt) I SHALL E3E PAI SIT I U ACCMMAF,ICE WITH 1 .. ..l➢ 0 In tD �bEPAIL o&� LEFT • k5� Zr* J/ /, v�\ �_ SOUTH PROPERTY LINE OF °� 2e 63-4► m LO z '1�`�� l Oh ems_/ �tt�'� 997 ��° TAYLOR CREEK COMMONS p 00 1 I I S z 2 gL %00C' 6�a6, a pPQF4\A 54�WP o NEON �{6 6 A.C9 ?P' C) �<4 NP���a1 UA. pQ ,E ��-�P•\\' 2 :� N 24'52'20"W 101.66 t Ix- �f cS¢� R` 9 Q ,g L _ �� 64 �G1,yG V4� N 24'52'20 91W 9.06 •pawagdg •r0^13-FAAGEROAD • ����� I r � � F i • � (OLD ���� �• r � � ��� � �.X��� t w�.i^'i!' t 4 i 1'`i . Pr r`x.� n �i.�t u'�rE�a, 5, ... ul o" z a o� ZO h '2 \ 1 05 g0 4a • �� • • 4�5 y aN9i, 1��' ' n d I� n j` • • • . 1 � • • i k r ri4�#, d �b�.G�, a i^ d�r�^����a,t�##'y if �tir�„ 17 /' � 1 1• • • !,! ; rSar � �1 .�5 F. rr�' � c .;}a }� � 5 v n t� si • 1 i � � I I '" �h�,,."" ;�'"r���;v 9§' ..r }�� ty,'A:�I�`�s���f� t�� �'�€�u��i�it�"{�I�4�(? kix � ,_ �� ..<�;s k �,,:.. • 1 • • • r • • 1 1• 1 1� • 1 1 � iM1 �� I � � . � . I ����3 �� # T � �¢� ➢ ���� rl ht 4 � V�iI i 9 is � �� • • I ," LP,W'N�'dvlM,yfiY p�*'�' 6 �aE �h i e, �� s' 4 r a :a� r " al" � I i ,w d�'N � �� it u a • • - . �.* �'+�s ",1 � ► � - • ��� � � � '" 1.n� S�.I�, a*'*g"' as e $ ��"si � � E`y��9 • • � • • 1 � • • I � - • � i� • � � � � ram?,, i1°fl1," �� „, frt � Y , � • • 1 • 1'`I " :, �'� � �� � °` Ir.^ r�I P� Irx ,!?t Pi'P', �' I ��^"�� �` rx;� �n i ^'°'-�4x�Y F Jm .p: I �._ aY�.��^��' • h `p ,;;<, ,. 4 � ��,� ;`�� , tea" I u'i ��'a x ', r'1�" �",'� �. • • • • - rr WEST PROPERTY LINE OF TAYLOR CREEK COMMONS (COTE THE CALCULATIONS AND COMPUTED LAYOUT FOR THIS SITE PLAN WAS PREPARED BY JAMES Aa KIRBY, III, REGISTERED LAND SURVEYOR. ANY QUESTIONS CONCEP,— M.E.vAa":DERS NING THE HORIZONTAL CONTROL OR BOUNDARY INFORMATION SHOULD BE DIRECTED TO JIM KIRBY (407/464-9621) OCT 0 3 121 A #38814 COMPUTED LAYOUT FIELD, DRAWN BY: J.AX-CARD and W ' u. h CHECKED BY: T. L. K. it 9-15-09 ZD4i. REVISIOIJ A5 MP- FOop LIO1,I-Pf�R.✓^'.l�iC� ISLgIIp.:� STRIPING DETAILS DATE' 3 89 � '� DATE 8Y DESCRIPTION REVISION fi ! NO 8 040 E I w. no i Mg I Mg L@j COMPUTED SIT SCALE : l" = 50' LINDAHL, BROWNING, FERRARI 6 HELLSTROM, INC CONSULTING ENGINEERS, PLANNERS 4: SURVEYORS IN 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET ►O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33466 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCAUU I "rr> t1R r442; SMEk,7 _ / I" IUATE.R QLIAL.ITY VOLUNIt PROVIvE-�U 1-OIG IMV- r I. C REMAINING YO BE PROVIDED 6Y EXFILTIeATION OR ,�• "� ' /,��' CY Q' "�j� \ ,Lq..°0 o " . (� ADDlT1vrJAL RETENT101,1 POND AREA, 23`T5 .. r. _ Jr l f• E \ \ �O m D - - yes .._..._.._.�..__...,...._._.... , _ ..w ......,.. TAYLOR CREEK COMMONS FORT PIERCE , FLORIDA G� O - 0.0.7 ILLDEX LIO. PAVING GRADING and Ai I- E.V.G. (PT. 1+205 30.1 _`�{Z,Q.W' {/3:% OpD 'd-•�*.;F. 3.1 �V 0+45 34.81 V�'O"' C0N7 FMU gH� "`SC5 C ffi I +OZ. 3O.90 �----- o Im,o �oF ��� Z\old a� IGCyea \p 5p 22 PG ; . ' �0 �?.. g•\ STORM WATER RETENTION _`y (L( EPA DIKE TOP WIDTH= 5' - D EOM PR . 0\- TOP EL.= 22.50 N.b.V.D. So��. LEGEND �RU EYJ5TI!-1G ELEVaTIONS '. ID) COL15T. !o' WIDE x I' DEEP GRAVEL"BIP.0 KET E • PROP050) FIMISHED GRADES DRAIU" ALOUD TOE oFSLOPE(SEEA-AoPI SNT. lo) �o PROFD STORM SEWER SYSTEM LIMITS OF PROPossD ASPHALT PAVING P TAYLOR CREEK \p F//17/// • ' • LIMITS OF 5ODD1 WG �CANTILLVER BEYOND 1=oGE TIDAL. WATER - U.5.C.O.E. HT. S OF WATER 5 r+ DES IC4W ELEV. = O. -7 ' ' 'LIMITS of 5E1LfMULCH (SEE U.S.. -4 # 1 I owNT. Uo. 4) M.E. ... APPROX. OFAIIJAlsia FLOW TOP OF SLOPE OCT O 3 121 13-I'{--$9 TLk ReVle=D FM LOCATLorJ SY FPUA f1ElD� 814 9 15-59 Q.D.H. REVISION A5 PER FOOD l_101J- PARKIPIC ISLANns DRAINAGE DRAWN BY: J.A.K.'CADD S9 R D.I-l. 2EVISlOtJ AS PEK S.F. 1,U. M.O. CHECKED BY. T. L. K OAT6 6-5-89 a� DATE BY DESCRIPTION REVISION JOB NO. 89 -040 CONSTRUCT/ON TABULAT/ON STORM SEWER SYSTEM Structure or Culvert Number DESCRIPTION ELEVATIONS STRUCTURES CULVERT INVER75 Top I Invert Upstream Downstream CULVERTS C-1 88 L.F. x 18-inch RCP @ 0.50% 19.95 19.50 C-2 176 L.F. x 24-inch RCP @ 0.50% - - 19.50 18.62 C-3 _ 208 L.F. x 24-inch RCP @ 0.50% - - 18.62 17.58 C-4 32 L.F. x 18-inch RCP @ 0.50% - 25.16 25.00 C-5 88 L.F. x 18-inch RCP @ 0.50% - - 25.45 25.00 C-6 212 L.F. x 18-inch RCP @ 0.50% - - 20.00 18.95 C-7 234 L.F. x 30-inch RCP @ 0.50% - - 16.58 15.41 C-8 160 L.F. x 18-inch RCP @ 0.50% - - 18.50 17.70 C-9 32 L.F. x 24-inch RCP @ 0.50% - - 17.66 17.50 C-10 232 L.F. x 48-inch RCP @ 0.00% - - 15.00 15.00 C-11 110 L.F. x 30-inch CAP @ 10.91% - - 9.50 -2.50 STRUCTURES _ I-1 T,.,pe "E" Inlet w/Traffic Grate 23.70 19.50 1-2 i 'E" Inlet w Traffic Grate 23.70 18.62 1-3 Type "E" Inlet w Traffic Grate 23.70 N-16.58 Ir18.95 I-4 Type "J" Alt "A" Mli1 w/ Riser & Traffic (irate 23.70 N=17.50 E=17.70 (See Detail on Sheet 10) S=16.41 w=15.00 MFl#1 4' Dia. Storm Manhole w/Catch Basin Frame and 28.75 W=20.00 /E=25.00 Grate (Neenah Cat. $R2503-F w/G Grate) Control Structure: Type "E" Inlet with a non -traffic grate 19.50 9.50 _ Includes: 0.9 foot weir aluminum skinner (see detail on Sheet 10) LINDAHL, BROWNING, FERRARI 6 HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS A SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 IUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE, I " ' 50' DR. NO, AF 51577 NOTES 1. ALL STRIPING IN D.O.T. R/W TO BE IN ACCORDANCE WITH SITED. INDEX 17346. ADDITIONAL 30x' REGULATORY SIGN WHERE APPLICABLE 2. REFLECIIVE PAVEMENT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH eouub of 7nvM'T. L-A.WI- 4' TcPaF SLOPE `}7� r Bill of PAYM'T.STND. IlIDEX 17352, v 30■ 30" LASES �.r US. dC I 12 S;HLD. �,,FtD MULCN AU -SLOPES I 0161URBED LA7lE$ LL.5. df 1 'IJAT. GRDPANT i noYFAT. /3. TRAFFIC SHALL BE MAINTALNED PER sm. INDEX SERIES 600 (APPROPRIATE 3--- - - - - GRo !, ^��`� ` _ ._._ - aIIDEX FOR FpRK BEING PE RF ORMED 3Z75 / I f - d r 6' TO 12' _ 4. LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE. THE CONTRACTOR 3 33.0 4 �j�1 / // 3 / �� I Q 2"■ I/B" COLUMN N SHALL CONFIRM THE ACTUAL LOCATION OF THESE, AND OTHER UTILITIES NOT }, / // 30.9 `GAS M4)W'- 2�BRACKETD r SHOWN, WITH THE UTILITY OWNER PRIOR TO CONSTRUCTION, AND SHALL COORDI- TYPICAL ROADSIDE SWALE � GA5 MAN t � IV r,'/ / , 0 TYPICAL ROADSIDE SWALE SCALE I 40 _ NOTE HIS CONSTRUCTION TO PREVENT DAMAGE TO THE UTILITIES. /��r j / / / - - - - - - - 5. ALL EXISTING ROAD SIGNS, REGULATORY SIGNS, MAIL BOXES OR OTHER SIMILAR SECTION A -A // SECTION B - B OBJECTS SHALL BE REMOVED AND RETOCATED IN ACCORDANCE WITH THE APPLICABLE SCALE 1" = 10, �/ / ; EAST REGULATORY SIGN DETAIL AO/ /// I' REGULATIONS OF THE MANUAL OF UNIFIED TRAFFIC CONTROL DEVICES AND THE U.S. �? SCALE : 1= 10 R/W LINE---,N. T. S. - �- - POSTAL SERVICE. _ _ - - a," / /1 �\ POSTED SPEED LIMIT 45 M.P.H. (TYP.) Ar"" 1 ///L .i �� ,\\� �\ �APPRDx. t Q^aTIOAI OF 4° GAs MAIM, cooROIUATE ACTUAL LoCATIOQ WITH F.PU.A. m - - - - - -_- - -_- - -_- -_- -_-� x 38.8a - - - - - - - - -- 45 - \ / L�1i�i }� - - - t - - 38 fi ' CONST. 24 Si OP BAR -WHITE l CONST. 2/SL.F. OF 4" SO CONST. 250 L.F. OF 4" WHITE-6 , /O' SKIP CON39.72 ,. 1 -- 14- -- -- -- -- -- SOLID YELLOW OF 4" - T'o- j \ \\ 86 ��^-- EXISTINGASTOP BAR TO BE fjEMOVEp _ _- _- X/3m.9 TE -- - -- (CROWN)34.8_X -- -- - X -- -- -- -- -- -- / Ir- 37as c 215 STORAGE I 250� TAPER J 40.03 (GROW Ni g•62 316 1$ / / - 96 50 _ Q 0 \ I s y m.,. w .m;.. r, m -- .,.,.. 2 :'!g!p', &e s9°?@' '^"r,,...+aa, r4!n!.m ?� ... s. u.... .3 ..6, •qp @ ...@.. .:.. ii . ,...: .4..... 4.:. .S ..` s.�'. e`g ...r m`....:.4` .. 5.. a«a'+s`e..e„� ate,,...._. °",'�k>; - 9 90 - - - - _ - _ - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - .,,.. • a,:A.2?:e.�eaer;SFs m w.. .q�'., s:' a- a.: - We"� - - i �a /CONST. 2781.F.t OF 4 SOLID YELLOW U.S. HIGHWAY 1 250� TAP€R / x s�.go 4 PAVED SHOULDER��m _ r S R. CJ 1 - 2/5 STORAGE 3rv90 m mmm��m Al /2 PAVEMENT EXISTING ` I ' 38�0x EXISTING GRASS ISLAND �e G3 `--_ - - - - - - -- - - - -- - - - - - - - mmm `� 3G.8 CONST. 4" SOLID YELLOW 4 PAVED SHOULDER GRASS 33.3o W \,<, 6 R. - _ ` - .«�..............�"''� EXISTING TURN ARROW 8 �. / 3g 50 GS�- STOP BAR TO BE -----�---------- - �. -� I ISLAND 5/O L F +l .- - -- _ - - - - - - - - - - - 3B 14 - - -I I /- b-fie SAW -CUT AND MATCH EXISTING -34.40 - 39.4E CONS7. A S70P BAR -WHITE , CONST. I06L.F. 9 OF 4" SOLID WHITE QQ CONST. 250L.F. OF 4" WH/TE-6; /0'SK/P� 38•Bg CONST. 2/5L.F. OF 4"SOLID WHITE E R' / \so. __ 3755 V-- _ _ 3G.58 EDGE OF PAVEMENT _ -- -- -- -- -- -- -- -- -- -- 3 G G 2 ROYJN - 3 (CROWN) CONST. 6/3L.F. r OF 4"SOLID WHITE /5' I /2� PAVEMNT SAW -CUT AND MATCH EX/STING 86 \,( �I / �� \ 4 PAVED SHOULDER I APPI�OX.' EiUR1ED sOUTN. BELL. MULTI- x 49 EDGE OF PAVEMENT 37 9G ' \ _ „ \ 31.4-8 C:.^.BL.ES - -i tiioTE O 4 AT LEFT 36 45 U ..-....T ..er....-.. -.. - .----�,. .,- --,.. , „�-�a,: . T.._.. .. ,.z ^s^ m^.n _ _ _-__ -_ _- _ _ _ - e srF m�s:et .....r ....All .. .:.. .. m.. _..... ...._ .. .a.._ q'-�-^^e�.. ...aaw .., a a..... .. Y .--.. ...... .. m'm ...a.... .. i 'm ... _. ..i.. ei...$�$� n.. ... 3 e.:.. u.. ..S is .3. �. 'mc.•_'�� ., a .. � i, a . ....e.5r... .. �....... �&. .a ...,.... F a .. a %. a e - a. .. .. ... .. 8'.. - .t... ,.<C,1R -. � :..� ¢..e.. .., i s.m ... a n s .. � s. .. �. ....... _v.�.. :i:_'. (MM. .... )¢^'-. `- 'Pi_ 6._ .. ,.,..•. ;-_. eam _,..,., .,. _.. ,- ,. �' _'- - - - - - - - - 7...:.gym:_.. „ ». \ q �:»mr� _ ., '� . . _....., R m mom. 3 � m , _. �..,. ... s.. .. O(o a__,,,. _. .�. w,,._ . m. w..,. m.. _ .,.,,,.... m,;m, 3 - ONST. 24 STOP BAR WHITE amm._ ,,_.., a,u..:._. ., m.. m ,. u:es. s:.,. ,,.,, ,.,-.. m. .m.m., !v .. ,.., <, c., ,._,.. mom_. �e;:�eE..... 2F.._ .m &.Y: ...icy.: ...miv. i.gi., �'@. t4, ae.�e _ &A. 1 1m m m ama® `; , g5 mm a$@� •�� CONST. STOP SIGN ,r -IT -tT - r � �' P Ro POSED !o' SAIU {TARY FORCE MAID m � RI-1 - Ca - gg- - _ .S_...-..--..- _ _ - _ - ma mmm _ - gB -i� _ -- I Sg EE SNEE 3 - %6 m'" rr -/ J' TO n n -S8 G TOP s m \ S T 1.10 . I } ��� AND MOUNT RIGHT 30 x 30 II 3a.lo 300 ` TAPER 1 -- 4_ PAVED SHOULDER s�258;ttrSTOR/JGE ^� LOFE� mm me p -EXISTING SIGN TO BE REMOVED --, - CONST. 43L.F. OF- �1f m mm x 3G.50 4" D m.; 'Q URN ONLY S/GN - i I I O./o°o �1 D SWALE 1 �as mm III I °J50�± @ O.Coo YE mHmABOVE STOP c---__----- 34.G(DITCH)�1 =�- ==yj-_ - I �F _3G.g0•.n� -5�'-� - ----�'-f - 58 �J-�'(EEDETAILAB -R3-7- - Y mmg - - - - I �I 32.7 m iJ 13 m 2 .o S OVE , �- li / �i 33• II -�' �: ll III - '+� DOUBLE 29,7 �� 'III' ® 30"x30' I'IIL I I-ORVEWAY-�+� ---- �/ / U-=+�-L6i'� I 'LO'-• �IIII 3 J ft �m CONST STOP SIGN AND 24" STOP BAR-WH/TEA _ _ - - - �? - 20- II- m a �O �Q9_ IIIII ONL 40.50 1 - 38.4 / _ o -31.80 - „ »;.;i, - -/ SEE DETAIL AT RIGHT) ,t 3 Z.O� - - m `� �� 3O - x 35.00 -x- - - 1 a _ _ ESISTItiIG l6 R.C.P. F' a15 CONST. YIELD S/GN WEST U.S. # 1 PAVING SPECIFICATIONS pI V. 34.2,sluY.=s3.Z5 rl FLiTURE 15 /� CONST. 50L.F.r OF 4 SOL/DWH/TE ��V __ 30, EXISTING sHEI-L 5t4a I ^ W3-2 , R/W LINE v putvEwAY 12 DRIVEWAY C-0115T $�1A�E YIELD Cbf.iST. SWALE 3 (IN OUL`(} SEE TYP. SECT-tON ABOJE� 30"x30 � / � R/W SEE TYP. SECTION AE,OVE\ GOI.LSr SO L.F. OF f8"� ES.C.C.j+1.P. SURFACE; MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2" MAXIh17M, 2" MIIv'II`SUM gY OT%( ,/ w/.4 : I MITERED S. 11il S Z5Il.0 lS Rill �`CH Elm � NORTH / / CONST. PAVEMENT DIRECTIONAL 100' _ U• INC. = 29.7 , S. IUV. = 29.0 pRaT7ER; A RIGHT T COAT OF SS-lx FSIIIIBIFIID ASPHALT SHALL BE APPLIED AT A MLN➢` . FL OF TAYLOR // CONST. 85L.F. r OF B" / ARROWS /TYP./ PROPOSED EXISTING (TO REMAIN) RATE OF COAT OF SS-S PER SQUARE YARD. SOLID WHITE (THERMOPLAST/Cl BASE: BASE SHALL BE 8" Ill OR C lENTID NDUINA SHEILL MATERIAL, NhBACTID TO CREEK COMMONS -- CONST. 45 L. F. * OF /B" / SHOULD LEFT LEFT TURN LANE RIGHT TURN LANE 98s OF MAXIM AI DENSITY As DETERrmaID BY A.A.s.x.T.o. T-18o, AND Ex E*DID SOLID WHITE / GRASS 4 VARIES 12' 12' VARIES 4' 40' `- 6" BEYOND THE SURFACE COURSE. MEDIAN PAVED 0-12 LANE Q LANE O' 12' SUBGRADE: SUBGRP.DE SHALL BE STABILIZED 12" THICKNESS OF GRANULAR MATERIAL, EXTENDED COhIST. 70 L.F. OF IS RS 6.C.C.M.1? SHOULDER 4 � PAVED w/ 4-1 MITERED EmD Ser--rlow5 PAVED SHOULDER 12" BEYOND THE BASE, HAVE A MINIMUM INIM 40 I.B.R. AND BE CUMPACTID T7 98% OF -PROPERTY LINE OF OUT PARCEL # 4 36, N. Mv. = 32.7, S. IMv.. =31.8 SHOULDER (EXISTING) MAXIMUM DENSITY AS DEPERf'IIIgD BY A.A.S.H.T.O. T-180. SUBGRADE SHALL BE THOROUGHLY ROLLED IN ITS ENTIRETY WITH A MULTI RUBBER TIRED TRAFFIC ROLLER ` / / I BEFORE ANY FIELD INSPECTION IS MADE. SHOULDER: TO BE CONSTRUCTED IN ACCORDANCE. WITH F.D.O.T. SECTION 120. SEED AND MULCH OF PROPOSED SWALE I Y" FT & IN ACCORDANCE WITH F.D.O.T. SECTION 570. SOD ALL SLOPES STEEPER THAN 4H:1V ZOI + IN ACCORDANCE F.D.O.T. SECTION 575 (1982 EDITION). Ty ExIWEST F-1W SEE GRADING PLAN FOR DRIVEWAYS EG' SLOPE VARIES (6:j TI_ SOUTF{ EXl S71NG `}. WEST DE SAW -CUT EXISTING E.O.P. 8 MATCH .PAVED SHALL BE CONSTRUCTED wHE:RB sHow ON THE PLANS'ICl'THE DDIENSIONS £HOilm ON I ND of PAv M'T 5gaym 1 4" BASE EXISTING SLOPE a SECTION PER SPECIFICATIONS SHOULDERS: THE TYPICAL, SECTION. ASPAALT AND EASE MATERIAL SIjALL BE CONSISTENT WITH LANES u.s. # I COAT. GRD. ON SHEETS No. 3 AND 7 . THE EXISTING ROADWAY AND SHALL BE CONSTRUCTED IN A WRDANCE WITH THE J - -- - PANT - -- �-�I--- 12� SHOULDER ASPHALT- 2"-31/2" ABOVE SPECIFICATIONS. 8" BASE - J STRIPING: SHALL BE IN ACCORDANCE WITH F.D.O.T. SECTION 711 (TP.ER.MOPLASTIC). I� �I NOTE: 1. ALL DATEIll AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH ST. 3 4 I2" SUBGRADE LUCIE COUNTY CODE AND/OR FLORIDA DEPARTl OF TRANSPORTATION STANDARD SPECIFICATIONS, 1987 EDITION. C.(O • 7 GAS MAIW f U.S. # 1 TYPICAL SECTION ( NORTH - BOUND ) 2. THE CONTRACTOR ATE MAY SUBSTITUTE THE SUB".AACTE ABOVE BY PACCORD N A 15" TYPICAL ROADSIDE SWALE - EASE ABOVE (DOUBLE NURSE) ON CONtPACTID SOIL, ITT ACCORDANCE WITH THE ABovE SPECIFICATIONS. SCALE 1"= 10' - OF PROPOS60 SMIALi EXISTING PROPOSED o 8:$ioDLDFJt EX1sTIUG__.-_ EXIST. 2O1t RIGHT TURN OF PROPOSED SWALE I wE`�T R/W �j WEST /W SOUTH WEST E2.Y�E SOUTH V,IEST EDGE 4 I "% SECTION C - C SCALE : 1"= 10' EAST R/W LINE ,,-POSTED SPEED $ x WEST -SLOPE Ci \ R/W LINE / 8S. C095T. SO L_.F of 15"0 B.C.C.M.R !' SOUTH OF TAYLOR CREEK COMMONS A TAYLOR CREEK COMMONS u0se FORT PIERCE , FLORIDA PAVING W/4:1 MITEIZED E'l SECTIOPS ` iJ. IWV. = 2(0.4) S. Igv. = ZCo. a HIGHWAY * I GRADING and DRAINAGE m EXISTING (TO REMAIN) PROPOSE.. LEFT TURN LANE RIGHT TURN LANE B'SHOULDER VARIES 1 4 01 VARIES 12' 12VARIES 10 r 4' 4' VARIES 15, IPAVEDI LANE LANE , 0-12 PAVED 20'-32 cunlIt nva 4 1 SAW -CUT EXISTING EDGE OF PAVEMENT 8 MATCH EXISTING SLOPE a SECTION PER SPECIFICATIONS. U s. # 1 TYPICAL SECTION C SOUTH - BOUND' ,:. SCALE : 1" = 10' OCT 0 3 ±" DATE I BY DESCRIPTION REVISION DRAWN BY: 2. D. H. CHECKED BY: T. L. K. DATE: 0 - 5 -'1 Joe No. 59 -04-0 SEAL Z2'%FT. 4" BASE 12" SHOULDER ASPHALT-2"-31/2" S" BASE 12" SUBGRADE w /Y) Y w w U cc O J } F_ N LL 0 0 z w F- CC O z 1 SLOPE TO MEET NATURAL GROUND AT Fill MAX. 40 6 - - \ SEE pRbP05ED 5WAL� ILL SECTIOW A -A ABOVE LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: AS SHOW U DR. PLO+ SHE C s�w- x TM TO NATURAL GROUND Im ® 3:1 ma �rl�!¢ Y` - ii� {�, %Y • ., ib. �":A R'S 1" } +J'4 .:,. 4 4t'ne1A N `,^ �. ty' t .1,.:�,��� v eFT�i �.4. ).�, Atl " `�'+ 'p �L : e. . . ., .? n. _ "'A LN,, v,. xv .. p]f ^Y' s . G 'r ,,,lg', OR AF 51577 F. G. DEPTH VARIES I Ct- OF 15' UTILITY EASEMENT 7.5' 4' , 3.5 3G" MIN. F (__1�8" P.V.C. GRAVITY MAIN SECTION A -A' ,- SCALE: 1" = 30' P.V.C. FORCE MAIN U \J \ SCA LE: I' _ 6o'. NOTE : SEE SHEET No. 13' FOR DETAILS OF F.M. ,iai N, ;I'par a, °l rnz =I �'.'i lfi3 r� " ° "'`I, .+; +'„, ., si. • ... d' e v ii ;1rN fIq F,I. ,I 1Ni • �. 'r' ">.,'"?L'�,k M� RiA:. 5s :i 2',�l, 6P.. 6 �y'.,. r `"11 c� a .;.i'' *•' E ;,.2,..,�; ,, � ^..fi I= I°°I �N" rrd el,.. -xp e, ,:#s 'H4, T_ s` -' ';E:. •iy 3 ...,.. a,' .i J,.,X7 'i -n' sdX w ,-'-r,: r +' • ", t'^li alslr , ..\T� & 101 Sk I,Jr+il.. � A ,; .,Fnt G ^,ea` { ju's • r`P° 4 n ,, z + ` t1% fir ' €� '!K {� n� yid i k »i'S �.} d 77 a , a tr uA Ia rl , I I" { 4I VNP I�z. , n,e9 " .�'ir�:. �2-nuAh. m'.a-„ � r�r�.'.. � � . � ��' k w�,.^k �+.1�,ril''R wok . s . ,:f.^ �� ' i�a I 'M:. 91� v ..r, ,l.waiF��'k °3� _ : krieta•"wr V �r OR SHALL 41" - - *WATE-R SERVICE N {DOTE : � OTE: (CONTRACTOR SHALL COORDI)ATE\ �\ \�Q\ \ OUT PARCEL #+ 4 OUT PARCEL # 3 / 'NORK UNDER THIS CONTRACT SHALL THIS TAP WITH THE F.P.U.A. \ ReCoW5TRLIGT EXISTIUG SWALES RF, EL-EV. = 34.0 - � � BE LIMITED TO CONSTRUCTION OF 7HE N LD \ OR SLOPES AND SEED, FEIz-TILIZ.E FF. ELEV. = a5.0 i SERVICE LINF�5 FROM THE MAIN TO MULCH ALL AREAS oISTURBEb p0 [REgUIKES(2) 3/4" METERS BY FPU.A� y \tilATER MAt►.t CAusTRu CTIOhl , TO 5E INSTALLED 9ETNEeN E NCE o.# F.N. 5' FROM THE BLDG. THE CONTRACTOR ACCORDIuG To D.O. ; 1FICAT1ou�. / / SHALL CDORDINATE THE FINAL LOCATION T. SPEC \ \ EFLECT AND SIZE OF -THE WI THE SERVICES HE 5 ww OWNER ANDTHE F.P.U,A. AJIMV.-2zo T=2q.50 lug.=27.0 g OUT PARCELO , .: �1 `/STORM MN#1 O OF ACCESS DRIVE F.F. ELEV. _ 30 O + \ s / OUT PARCEL # 2 a y \ a \\ N GIENERAL NOTES: FF ELEV. = 30.0 i. TOPOGRAPHIC AND BOUNDARY SURVEYS FOR THIS PROJECT CONST. $"XE. X$"� - _ e WEB E PREPARED BY J0.M ES A. KIRBY, III, REGISTERED ISTERED LAND •' / SURVEYOR. ANY QUESTIONS CONCERNING HORIZONTAL OR CDNST, Ko° G.V. 1 \ , P / \J -� - rl 1 NWA VEC VERTICAL CONTROL SHALL BE DIRECTED TO JIM KIRBY AT -,- . - ... ,: \ OUT PARCEL 0,I MAIN � (407) 464-9621. N E. V S PVIC ES MH.it9 F. F. ELEV. - 2.8.0 ± �1I WATER SERVI Clli * 2. UTILITIES, BOTH EXISTING AND PROPOSED, HAVE BEEN SHOWN 1 \ (SEL PROFILE SNL 13 TO THE EXTENT POSS I64E. THE CONTRACTOR SHALL BE +y \ �(CONFIR AA W/0 R) $=15.09 •' RESPONSIBLE FOR COORDINATING HIS WORK WITH THE UTILITY OWNER PRIOR TO CONSTRUCTION TO PREVENT DAMAGE TO ' \ CONST. 4°10 L.Rt OF�' \ / •1q,\ / UTILITIES. SPECIAL ATTENTION IS DIRECTED TO THE NATURAL " CONF.H, DEFLECT_ IF P05SIBLE GAS MAIN ALONG THE WEST SIDE OF U.S. HIGHWAY NO. 1 AND �// G'P.V.C. (C-900) WATER •/ THE SOUTH SIDE OF JUANITA AVENUE. - /y f ` \ CD CONST. 8 " W.M� / L� CO ° CONST. 5G0 L.F. * OF �g' MAIN � 7 ir/ � g'\ \\SC `�s Ns\ b CONST. g"WATER MAIN" PROJECT BENCHMARK: THE BENCHMARK(S) FOR THIS PROJECT Y IIJV.=24,0 _ _ N G� "PJ °I° 2 I 3' 6" P.V. C. WATER SERV I GE _ pQ ARE AS SHOWN ON SHEET N0. 3 AND REFER TO 464-9N.G.V.D.21 FOR ` \ �/ MORE INFORMATION, CONTACT JIM KIRBY AT 464-9621. SOME \/7/� X ° � O D �a • 06 BENCHMARKS ARE IN THE PAVEMENT OF OLD U.S. HIGHWAY NO. 1 \� TD LIFT STATION- / ` ` h \ NOTE:: M. H. #5 IS A / �•C �P _ WHICH IS TO BE REMOVED. THE CONTRACTOR SHALL RELOCATE _ _ _ - CONST. 250 LF OF S" P.V. C.0 LDO°�j M EQ �D��D ib� � � �, ���.DN(JT, FIRE HYDRANT UN� ' THESE PRIOR TO DESTRUCTION OF THE OLD ROADWAY. \ ��" MIN. COVER) - - - - / > G _ = 1 4,15 PROP MANHOLE / � oeF`���`'' a �'QV�' 8Pv\ CONST 8•z8"TEE/ CONST. DOUBLE SANITARY 4. DETAILS FOR SITE WORK ASSOCIATED WITH BUILDING INCLUDING / / \ �y P{( OF -_ - SUI X. LDCATIO e \ SERVICE EINV.= 19.a" r CONCRETE WHEEL PADS, DUMPSTER PADS WITH STORM DRAIN / \ - - +' (SEE DETAIL ON qLF - \ GRF1ASE TRAP (5 - @ ) C1_440 8 UG CONNECTIONS, STAIRWELLS, ROOF DRAINS AND WATER AND SEWER M.H. SHEET 12 OF 16 / \ - / _ - \ (SEE SHEET w/BLIND FLAUGE / SERVICE CONNECTIONS CAN BE OBTAINED FROM THE / \ 'M1 \ -r- - - - BUILDI G CONTRA TOR) - No. / ARCH I7EC TU RAL PLANS PREPARED BY ADACH F.' ASSOCIATES AT �� �a0 p 0 / \�// CON5T. 2150 L.F.+ OF 6' s-Iz.vg L-goc°fs _ _ vu a CONST. 8"GV - ° �toa R S (305) 525-8133• CONTACT: PAUL TITT ERINGTON. P.V.C. WATER MAIN / u „QNC• �'-; 'CONST.TYP. 1c24.roD _ \-- j - - 5. EX ST ING SIGNS, MAIL BOXES, ETC.: ALL EXISTING ROAD AND \(3C°" MIN. COVE 30 R.C. P. STORM 1 COag6V i== 20.0°- L _ ,Y REGULATION SIGNS, MAIL BOXES OR OTHER SIMILAR OBJECTS n s / "� /Jy SEWER CLIWOER 6" SAN $VC, $_I¢-¢ \ J S �u`�T I$$(„F. OF / SHALL BE REMOVED AND RELOCATED IN ACCORDANCE WITH THE / ) 6 (N \.F' 0 _ak5 0�� ' 5' FROM B D6 \ 1596 8' P-V.G"CJ 0,4p APPLICABLEREGULATIONSOF THE MANUAL OF UNIFIED TRAFFIC '�' 7 / OpL\ NyJ-� \a M.H.# T OR TA µ-14' \ M.Hs' 2 ` _� e 0 CouS „ v /may ` ' 7oz CONTROL DEVICES AND THE U.S. POSTAL SERVICE. / \ =24.5 1' \^ T S'><(o TEE a� � � SANDRIDGE • q E¢ -5=13 ,� T=2¢.o cONST. e Y.C- _� ����'`�� _ ROAD i GRAVITY MAIN M.H.ds3 8' D�ogS /ea - �,�°p��a� ry/�� N=13.SG -� cousT.4' M-H9k10 OLD I r, \,U.S.# TAYLOR CREEK COMMONS w=9•s �- �5 �� `O � BACK -FLOW r_z5. NORTH PROPERTY LINE / T- 2s.o MN.1c4 / cousT. 4 I 9CDNST. 4 (TYP.) APPRoX LGCA7oN OF O P(tEVEF.ITEiz 5- 5, C CONRT, t T=25.o0 . i„ G. 2 FIRE LIME _ Z20 L.F. 5=10:70 . a, Q?I' \ \ GReL\SE 7IZAP �E>Y OTLISRS) CBY F.P U.A-) N=15. =27. OF g" p F. OF g P.V.C. 0.¢4 N-ID. COl,IST. O"-Cz)4b°BEUpS\ WATER SERV/GE R"I LWES >K \ .•` F\-po�p0 RESIDEF.ITIAL N=16. 69 ° Y.C.@ CONST. N= II l „ �i\°\p \ (TAp�METERs-] 7u.q•) \5\1�� 2y• CONST. G'FIRE 5' 2 M '% PLUG END. O Wv,: 20.0 - - - l0_6o I 'ro 230 L.F. OF 8° P �� "( P� - - - _ _ V.C. 0.44°/ \CV N / coCotiisT. 4 CHECK VALVE - BY F.PU.A. - - - _ 1. `p A �0 h� 5 F �\ I LINE COMPLETE / UPPER INV.c 17.OZ A INv. =zo.o \CAu5'v \\ \ ,\n��� CONST. 1 \/2' DOMESTIC VALVE $ FIRE Oa u\� g W/B.FP., CHECK COF15T FIP� DEPT CouNECTIOEJ N. CONST A(a) \ a1A SERVICE TO BUILDING DEPT CDNNECTI / O �- - \ 3/q" \PV.C\ (TAP METER AND BF.P CONST. 450 L.F. t OF 8" P.V.C. (C-q00� WATER MAIN V //� 91 \CONST. 1520 L.F. ± OF JV. = Zo.o WATER SERVICE UUES*R \ \1TAP METERS P+Y FF'UA) SY F P.U. A .) \ / � \ / � / 6" WASTEWATER FORCE MAIN CONST. <o'SANITAR'i '\\ %\ \ CDNST. FIRE DEPT. LEGEND \ jr /�/ SINGLE SERVICE \\ \ \ CONNECTION 1�V`^ FUTURE EXPANSION APPROX. LOCATION j�' \\ \\ \-CONST, 4'"FIRE---'1I � DEFLECT # MANHOLE I.D. NUMBER k68C'+f.: .ST9s;:_.��'S1§H:fL'6•ia""..�' .rz,r wWkPl'34,A4fN':', TAYLOR CREEK COMMONS FORT PIERCE , FLORIDA WASTEWATER COLLECTION / SSIBLE 7_2q.TI RIM. ELEVATION LINE TO LOCATION \ CONST. 4" HECKVALVE / g' �° 8"TEE S=12, SOUTH INVERT ELEVA-EION DESIGNATED BY THE. \ / ^' M = 12.r, NORTH INVERT ELEVATION ARCHITECT. g &" 6.F.P. BY F-eLL.A. F-=20.00 EAST INVERT ELEVATION \ / / Kd -CONST. 8'x6" SEE_ a 0 hx9 EXISTING ELEVATION � CoNST. FIRE Hy D CONST. 4" BACK- ` 25 EXISTING TOPOGRAPH4C CONTOURS FLOW PREVENTER - - aY 5..P.U.A. DENOTEg SINGLE SANITARY SERVICE BLrIUD F�lA1JCaE / \h s-I DENOTES SAMPLE TAP ` N N r �RIM 7 7 M. c �- - * CONSTRUCTION OF FIRE LINES FROM POINT OF 5ERVICE SHALL BE 5`( A STATE CERTIFIED SPRINKLER CONTRACTOR OCT 0 3 13q.g TAYLOR CREEK � 0 ►IEIo 9- 22-09 R.D.H. REVI1510N AS PER F.PEI.A. DRAWN BY J A K CADD 9-15 -E59 FL H. REV15101J AS PER FOOD LIvN -- PAIIII ISLANDS CHECKED BY: T L. IC. 9-1`{-89 R.D.H. REVIISIOW AS PEZ F.P.U.A. DATE: �5-3-eq DATE BY DESCRIPTION REVISION JOB NO 89 -040 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET PO. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 3U68 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE 1 0111 PI tsHE ._g LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET PO. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 3U68 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE 1 0111 PI tsHE ._g z -BOTTOM SLAB I WET WELL WALL PIPE GROUT FILLET I I I I I I � , I � I I I iN FL UE NT PIPE I I L- --------------J NOTE TOP SLAB NOT SHOWN FOR CLARITY. PLAN UNAFLEX STYLE �^- 81-4" 3150 COUPLING r-- -- - „-_-_- 6 1. OSBY RESILI NT SEAT GATE VALVE A o ti � Q x CHECK VALVE i 91 PLAN 0 , NOTES 1. TOP SLAB NOT SHOWN FOR CLARITY, 2. VALVES, PIPES a FITTINGS ALL 6' 1. D. t OCKABLE 30"x48 05 AT 12" EACH WAY TOP e " ALUMINUM COVER BOTTOM (SEE "TOP SLAB 01 COMPANION FLANGE EL. REINFORCING PLAN" FOR WITH BRASS NIPPLE 17.00 ADDITIONAL INFORMATIO;4) TO QUICK CONNECT 6p' FEMALE OUIC COUPLING 8'"` CONNECT WALL CONNECTION COUPLING - 6f q1 6, WITH PLUG(4') CHECK UNAFLEX VALVE COUPLING _ -- EL`; 2-PIPE ©.02 SLOPE GROUT FIL ET B" 10" �V 2I PEA TRAP --� ~ 1 EL. �r 10 2 CLR 3" CLR ` fi -` e r - 8'-4HS0 • t a6'*X4*RfDUCLNG ELL �)•+,I Ja Y5, 11y1 Il Ix . 1•• • . d11 IJ�I4 k1 P iY II�[�N�I' • ' • • - . .6 I.IV Y r s 1.1, Ir�ll�dl�,' ��plrld�'11I�f, • � .I. '�' . •' F � � NT[e Fd 'I7� IId: h� ,�.. , • . • , tl11fiI1 L�v4 mI' Y • •+.Lk °. x�} Y z° '`k ✓� ' � a� f�g���ll)yII )�/II n�� • • S'I !T'+` 2' T'. ��'°` a C f +�`�O"4 F'4gli I�IJ�IIT ¢..,rd"tMel I�rt. w Ic >E,E « k y`III)la h� 0 yynn by II a W � � s� i x,� �1 I I � rn^ a a T! � + , !�� I n dh�g, �✓1'%. �ital�� �� I , d �.� b9 C L"�k 'A X••1_ }t' a4'A'•5' � v11 �.n'?"� '� hx v ! _��.V, �� • �r � �,';w'� my9WI �` iI , i , d. . ,Iy • � 3 �d fk ° T '� i , Sx � • d • v* �,� �a i11AAv 3. >�1. d vYY y I�k F , . .Fk NS ..! i"t`•"� � �1 �t 11A�XfrI� I-*iMl �41� I;Is MIRUNAFLEX STYLE 3I50 Z FLEXIBLE ...... Y -2- r r COUPLING 3 CLR.T T II'-4�90. - 05 AT 12• EACH WAY TOP B BOTTOM MINIMUM 6� DI FLO PIPE NOTE, I.ALL INTERIOR CONCRETE SURFACES OF WET WELL WILL BE COVERED WITH AMERON „T" LOCK INCLUDING UNDER SIDE OF LID. FLOW " LIFT STATION SECTION NON -SHRINK 6ROUT --� RUBBER RING GASKET ELEVATIONS. DESCRIPTION A 17.0 TOP SLAB FINISHED (TRADE B 8.0 INFLUENT & ALARM ON C 7.0 LAG PUMP ON, D 5.4 LEAD PUMP ON E 4.0 PUMP OFF F 2.0 TOP OF GROUT G 1.67 TOP OF BOTTOM SLAB N 01.33 BOTTOM I TOP OF BOTTOM SLAB- 11.0 VALVE PIT ELEVATION SCHEDULE WALL- CON NECTIO FLG • PLAIN ENO PIPE ,MI FLANGE ADAPTER INTERIOR SIDE OF VALVE PIT.. LOCKABLE ALIT V+'NUM CCJER, COMPLETE WITH STAIN'_E5S STEEL ACCESSOR c5-- / A5(TOP B 8C'TCM) 5 LONG / t, v'.NUM COVER, COMPLETE WITH NLESS •STEEL ACCESSORlES7 1 I i M 5 (TOP B --�� 5' LONG t i u .s(TDP B R I I BOTTOM) a S' LONG \ III S BOTTOM) BOT.TOMISITUP . EA_- 2 •5 BOTTOM) / . S' LONG SIDE OF OPEN NG EACM-SIDE OF OPENING TOP SLAB WET `N LL ' ":P SLAB VALVE PT ,>E COVER a OPENING IN TOP SLAB SHALL BE LARGE ENOUGH ' TO ACCOMODATE THE INSTALLATION OF 6° SEWAGE PUMPS(ULTIMATE) Z"11 Y FOP-Y REDUCED PRESSURE IVALV E._ r BACKFLOW PREVENTER \i ® 11/2" HOSE BIBB-GLOBE C:;;3 91 h �VAWE rwo ), "POP,.T .WELL GUIDE � WfR f CABLE 1 � •I PUMP we ij}� PUMP NI GROV1 fell if t SOiTS SHAII BE DRILLED A MINIMUM OF 4 INTO BOTTOM OF WET WELL 0 111 SHALL BE GROUTED IN PLACE WITH NON,SHRINXOUTED IN WITH GR UT ALL. ANCHOR. BOLT S, NUTS 0 WASHERS TO \ Of STAINLESS STEEL---_..__ ..._.. _.-.__.. DUPLEX PUMP INSTALLATION, B. PHASE MONITORS., C. PUMP RUNNING LIGHTS AND LEVEL LIGHTS WITH PUSH TO TEST CAPABILITIES. D. ELAPSED TIME METER FOR EACH PUMP. E. AUTOMATIC PUMP ALTERNATION CIRCUITRY. COMPLETE WITH TEST SWITCH. F. HIGH LEVEL ALARM LIGHT WITH FLASHER (C.L.EAQ. LeMS WITH )ZED 13LA13) See sheet 9A) E BIBB TO BE TENEU TO TROL CENTER i FIN. GRADE ALARM LIGHT- . 1310E MOUNTED) VENT HOLES CROSS BREAK TOP WITH SCREEN FUTURE T NEOPRENE BASKET TELEMETRY �. FRONT DOOR (PUMP r CA61MET (AT �i�� I a REAR DOOR) I ^� CONTROL PANEL ACCES31 POWER CO METER DOOR EQUIPPED WITH PAD _JCK TYPE HANDLE ALARM HORN i LOUVERS BOTTOM OF ODOR WITH SCREEN c J2• 'S 1-1/4' FLANGE INSIDE NOTE ATTACH ENCLOSURE TO STEM WALL WITH A MINIMUM OF B STAINLESS STEEL DRILLED AMCM0143 ENCLOSURE FOR -CONTROL PANEL APPROX. I EXISTING • _ DIRT ROADWAY w ' W . M x E" _ O ' PLUG FOR FUTURE EXTENT ION, INV.= 8.30 rZI 0 5 10 20 SCALE = Ir=10' CONST. 20 L.F. OF ��, S 2.) I ( II I i_-_J / \y INSULATED THROAT 1 I I BUSHING III FRONT DOOR PUMP STATION I I I CONTROL PANEL - ---I CONTROL PANEL PROTECTIVE FUTURE .TELEMETRY �� ENCLOSURE PANEL CONTROL PANEL AREA PLAN -! E AS RE DUIRED i0 i Y ]uNT CONTROL x PANEL 41 •� P--NISHED GRADE CONCRETE STEM WA,. S 40' FRONT VIEW NOTE AL'_ BOLTS, NUT S WASHERS REQUIRED FOR ASSFMP--. 43 FRAMING SHALL BE STAINLESS STEEL. CONTROL (- FUTURE PANEL ( III ' / TELEMETRY PANEL -J 9 SETS SST ANCHOR BOLTS HARDWARE (NUT. CUT LCCXWASHER I I� B FLAT WASHERI 40 ../Ivy • I� .. E.�`.UIPMENT MOUNTING RACK FUTURE TELEMETRY CAaNF 1 f_I I 1 I I I I i L__ - o - N 4 8 C 8°P. V. C. @ 0.44 /o CONST. FIRE HYDRANT COMPETE NORTH P1 OF TAYLOR �� WITH SAMPLING POINT CREEK L 1/ 2PVC , I`COMMONS __- Cw _.; iE-MINDS EYS 16,8 kqg PLUG WITH ,R 5EAL,NG FITTING . BUND FLANGE rl W ` L z fi " P.V.C. WATER MAIN l%i SAVULe CONST. II z 18' ASPHALT DR VEWAY PER PAR7LOT SPECIFICATIONS ON TAP o MIN COLLECTION /ODST. II/2.1 RV.C. SERVICE ro MH. N0.1, TOP=16.15 1N v.= B,10 8° P.V.C. GRAVITY ry�d^F. ti. ` B.21 SEWER MAIN o SAN. -� CONST 8 L.F. 1 OF o qC 1.25 % 78.5 18.3 FM FM - �11 k_6 P.V.C. FORCE MAIN - 17. -- - _ a m �Z6Y' I I REDUCED PRESSURE OVP� V,V I VALVE BACKFLOW PREVENTER l 7.5' I p Eq` PIT '8 HOSE BIBB (SEE DETAIL ABOVE) �`- CONTROL T� PANEL - 35' x 35" SITE TO B DEEDED TO F. P. U.A- 35' SLOPE TO NATURAL GROUNDS PUMP SCHEDULE SIZE I GPM TDH RPM IiP REMARKS # 1 411 195 41.0 1-150 5 R45EH502- 2 411 195 41.0 1-150 5 R4SEH5DZ PUMPS 5Y PE ,130D`( &&4z"I LOCAT 101 m ti! ° TAYLOR CREEK COMMONS FORT PIERCE FLORIDA LIFT STATION °'A' "° R.D. H. CHECKEDli 9-z2-69 W.D.A. V-EVISIOW AS FEW- FP.U.A. 9-IUc-89 R•D•N, REVI5100 AS PEP- F. P• U.A. DATE) a-3 - 1989 DATE BY DESCRIPTK)N ljoi 89 - 040 REVISICIN GROUND ROD AND CLAMP --�- SEE SHEET TO SERVICE ENTRANCE N0. 8 AND ALARM LIGHT -- , + �NEMA 4 HUB / r UNION r- uu55r 9 5':, .. tiIb4. 72 GENE RATCR RE CEPTA, F. FINISHED GRACE �iG WE iWEI L. MIN. 21/2" CONDUIT NOTE - - ALL FEEDER CONDUIT ENTRANCES SHALL BE STAGGERS.^. Akr- F' FITTINGS FOR EAST REMOVAL FOR SERVICE ENTRANCE AND � ALARM LIGHT ONLY, A NEYA 4X HUB IS REDUIREC fN0 SEAL OR UN,1011i r a CONTROL PANEL ELEVATION ;EWV �' _ , �'.;�; L . , . x '* n�. � . *' s^:. ` ta'�1°i,. M. E. 3,1;�'�"' �s � . � - OCT 0 3 }vg I 1 ��r s LINDAHL, BROWNING, FERRARI 6 HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS A SURVEYORS 10 CENTRAL PARKWAY 2222 COLONIAL ROAD ►.O. BOX 727 SUITE 420 SUITE 201 IU►ITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 34980 SEAL SCALE. A NOTED lDR.m0j 8 9- 0 4 0- 9 SHE 0 , LIGHTENING ARRESTOR DELTA 603,::, II p-I11 EARTH GROUND NEUTRAL IF APPROPRIATE 1. D. SQUARE D # 01.5 QOU 315 Q2 QOU 320 Q3 QOUI 330 04 QOU 340 05 QOU 350 Q6 QIU 360 07 QIU 370 Q8 QIU 380 Q9 QIU 390 010 QIU 3100 F 1.5 FAL 34015 F2 FAL 34020 F3 FAL 34030 F4 FAL 34040 F 5 FAL 34050 F6 FAL 34060 F 7 FAL 34070 F 8 FAL 34080 F9 FAL 34090 F10 FAL 34100 0212 Q 2 L 3125 0215 02L 3150 Q217 0 2 L 3175 0220 Q 2 L 3200 Q 222 Q 2 L 3225 K12 KAL 36125 K15 KAL 36150 K17 KAL 36175 K 20 KAL 36200 K 22 LAL 36225 K 25 LAL 36250 L30 LAL 36300 L35 LAL 36350 L 35 LAL 36400 BREAKER SCHEDULE A 460/3 SYRELEC PWR B 230/3 SYRELEC PWR C 115/1 SYRELEC PSR PHASE MONITOR SCHEDULE TYPE A 175A 1-ILSCO PDC-14-2/0-1 2-ILSCO PDA-14-2/0-1 1-ILSCO PDA-11-2/0-1 TYPE B 350A 1-ILSCO PD-26-2/ - 1-ILSCO PDC-11/2/0-1 TYPE C 620A 1-ILSCO PDB-26-350-3 1-ILSCO PDC-11-2/0-1 EL Ell il .--AN BLOCK SCHEDULE ' 6.i.4Y.4 �Wfi. •F # SQUARE D# SIZE 1 8536 SC03 2 SDQ1 3 SE01 3 4 SF01 4 5 SGO1 5 STARTER SCHEDULE 50 0 ID STAHLIN # SIZE ALUMINUM OVER HOUSE A N30 24 10 30/24/10 60X5OX40 B N36 30 10 36/30/10 60X5OX40 C N48 36 12 48/36/12 8OX5OX40 ENCLOSURE SCHEDULE 0 13 14 cl d Cl __.I�C1 9 cl 2.0 1 C RIN CALLY SAFE MODULE CI 0 l0oslu cl r 0= PHASE MONITOR ACTIVE X= PHASE MONITOR BYPASSED 30 FSA b ALAR r33 b0. S- >_O—� FS-2 LEAD b 1 1 cz 18 0 E1M 1S 11 A 12 2 MI I THERMAL 3 16 17 I �s I 9 11 I 10 11 � A SEE 22 E7:V1 NOTE KPI zo 21 6 a 4 8 1112 19 L - - ALTERNATOR THERMAL M2 23 .�-�/ - - n C2 � 5 SILENCE R2 R2 �Jr R2 26 \ SEAL FAILI 62 K TOTAL z ♦ �� ♦ SEAL PAIL STANDARD 27 ♦♦ SEAL FAIL 2 62 Kn 10TAL �v I ♦ OSRI C2 z —� OILSEALPROBES 9 D 30 A SEAL FAIL I C'- OSR 2 31 OIL SEAL PROBES 33 \�\� SFAL FAIL 2 0�©�000 ©®©©000 m���000 460 6 0®©©000 m • 1 ��©00 POWER EQUIPMENT SCHEDULE NNA ENA # COLOR I.D. Cl RED HOT C2 WHITE NEUTRAL EARTH GROUND GREEN 1 BLACK NO MARKER 2 DARK BLUE NO MARKER 3 BROWN NO MARKER 4 YELLOW NO MARKER 5 ORMIGE NO MARKER 6 PINK NO MARKER 7 GREY NO MARKER 8 TAN NO MARKER 9 PURPLE NO MARKER 0 LIGHT BLUE NO MARKER 11 BLACK W / # 1 21 BLACK W / # 2 31 BLACK W / # 3 12 DARK BLUE I W/ #1 22 DARK BLUE W / # 2 13 BROWN W/#1 23 BROWN W / # 2 COLOR CODE m 8 BACK PANEL N.T.S. ITEM MANUFACTURER PART NO. ISM MPE 091 120103 ALT SYRELEC LJR2-110 OSR 1&2 SYRELEC PNR-110 IF REQ'D AH FARADAY 6110 B AL STONCO VWXLIIGC WRD APP. VG HO CONTROL CONCEPTS SS03SHBL2 SIL CONT. CONCP. PB FH BK ]NO R1&R2 AA ELECTRIC AAE 301 ET HECON TO 62-1134 BC/BR SQUARE D QOU 115 BTR KM PKZM 1-4 BPM KM PKZM 1 -.24 GEN REC'P R&S FCR 3134 WIRE #1 DESIGNATION 9 FS-1 OFF 8 9 FS-2 LEAD 10 9 FS-3 LAG 4 9 FS-4 HIGH ALARM 3 16 M1 THERM 17 20 M2 THERM 21 Cl MYERS OIL SEAL 26 Cl 27 28 OTHER OIL SEAL 29 31 32 TERMINAL SCHEDULE JUMPER IF THERMAL NOT IN MOTOR M.E. SANCERS OCT 0 3 1999 #38814 SILENCE HORN v SILENCE v v v PUMP 1 HAND OFF AUTO v v PUMP 2 HAND OFF AUTO A HIGH A LEVEL ALARM PHASE MONITOR A BYPASSED A NP 1 BLUE NP 2 BLK NP 3 BLK NP 4 RED NP 5 a0 NP1,2,3,4,5 -- 7/8" X 2 3/4" NPIS PUMP 1 STANDARD PUMP 2 RED OIL SEAL FAIL A A� NP7 U ELAPSED TIME v 7/8" BLUE BOTH 1 1 2 6 1/2" NAMEPLATE SCHEDULE F . PIERCE UTILITIES AUTHORITYRDIZED ON THE DEVICES NOTED & MAINTENANCE PURPOSES. NO NS WILL BE APPROVED. 9-14-$9 'TNIS SN�.E.T ATJC7�D PC`TL FPUA REQUEST, TL_K NO. DATE DESCRIPTION a BY CKD. REVISION LI FTSTATI ON CONTROL PANEL UTILITIES ENGINEERING T. PIERCE UTILITIES AUTHORITY SCALE JOB NO. DR BY -_- --- W.O. NO. APP. BY DATE DWG. NO. E 69 -04O FILE NO SHEET NO 9A of 1 Y °wv SwFV Q ` a . ) INLET IEµD ESIC;h! W TER EK6A5E. i 5/G IN C-2C7 = 0.7 `/ NEW - 5LC,PE TO µAT. GRD. (TYR) I'h"A9RVALTIG CONCRETE :TYPE 5-I - �t. G" UNFROCK/mgUi"A' RASE NOTE: REMOVE ANY PLACTIG MATOZIAL{A-2-6,A-&7, (LJE451TY SAME A5 FOR S/G) A-4,A-S,A-&,A-7 ACID MUCK.) Wn}Iiµ OF THE . CULVEETT 6" STABILIZE SUBGRAOE (F B•V. 76) F1W514ED ROAD GRAB@ A)d0 REPLACE WITH A-3 7 DEµ SITY rJ' iAl BE 98 % OF MAXIMUM MATERIAL fCCORbIWr4 TO D.O.T. 5PECIFICATIOµS- �� 0. �--- ti :nn 1h BOTTOM -- fR/W LIVE. AND TOP OF SLOPE FOR SAl BOTTOM OF S/G or s'ErZrHE,I PLUG- `STAGE 3 rFIN15H GRADE BACKFILL LAYERS NOT TO EXCEED 12"IN ?, LIMITS OF TRENCH 12" ABOVEs PIPEM STAGE 1 BACKFILL LAYERS NOT ' ",� •; .y„ i 2" -p 12• �� EXCEED 6" IN THICKNESS TO 12" SHAPE TO CONFORM TO PIPE -_-- � ABOVE PIPE AND KEPT LEVEL • `�- - SWALE AND COMPACT HAND PLACED '.` (MA%.I I (MA%.) " ON BOTH SIDES OF PIPE. L SELECT MATERIAL PEAROCK FOUNDA WHERE : WHERE NEEDED Wiz._= _ n NOTE • ><-� `71 1. ALL BACKFILL COMPACTED TO UNDISTURBED EARTH 4 IOO % MAXIMUM DENSITY AT. \ / I OPTIMUM MOISTURE AS DETERMINED ED BYDY AASHTO T- 99. mill Wi I _� I �LIM175 OF SOD I TYPICAL STORM SEWER PIPE BEDDING DETAIL EDGE OF SHOULDER AUD PLAN TOP OF SLOPE FOR SWALE N. T. S. 5' TOP -TYPICAL MillCHECININIS FOR INSF£CTI01! OF THE PAVIl AND DRAINAGE 11PRD4TI-NTS IUSTALL SOD THE CONiRACIOR SWILL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE VARIES (461-245O) FOR INSPECTION AT THE FOLLOWING CHECKPOINTS: J I C:O STRUCT FAKTNELI RUG OF CLE44, I L_ �"•ex v✓."s) iL"E crzA.0 4 COAuwz HLL M4'TEl21AL 1. AT 00i'MEICEPENT OF CONSTRUCTION, 6. AT THE TIME OF DELIVERY OF BASE MATERIAL. -- - - -- � v 2. PRIOR TO ANY MAJOR DEVIATION FROM TYE APPROVED 7, UPON ODWLETION OF THE BASE AND PRIOR TO PRIMING. G PAVING AND DRAINAGE. 8. IM'FDIATELY PRIOR TO AM) UPON THE FIRST APPLICATION TYPICAL SECTION ` 3. PRIOR TO BACKFILL OF TRENCHES CONTAINING HYDRAULIC OF THE PLANi-MIXED WEARING COURSE. I CONDUITS, SO THAT JOINTING MAY BE MTR)AL.LY APPROVED. {V� 9. UPON COMPLETION OF CONSTRUCTION. A FINAL INSPECil011 4. PRIOR TO CONCRETE POURS FOR POURED -IN -PLACE DRAINAGE WILL BE MADE WITH OUR REPRESENTATIVE. WATER QUALITY SWALE REGULATOR 'T6TRIPTURES. 5. UPON CUPLETION OF SU BGRADE COMPACTING, SCALE : N. T. S. 12 AIAX. C. F. TYPE INLET "A" 'B" "C" "DO GRATE APPROX.. WT. 15.65 C 2-4 3-0 2-0 3-1 235 LHS. 23.49 0 4-4 3- 4'-I 3-I 300 LHS. 35. 23 E 3'- 4 4'-4' 1 3'-0" 1 4'-6" 463 LBS 50 20 H 3 4 6-- 6 3'-0 6'-7' 725 LBS. NOTES:(I) ORATES TO BE CAST IRON WITH ONE (1) SHOP COAT OF RED LEAD PAINT AND WITH A FIELD COAT TO MEET FLA. 0.0.T. STANDARD SPECIFICATION o©oo����o�m®��o®� "ImamI � owl® s .71 irm. n', -I �R&-arnxv.NIZI ,.'I rMr .gi `IA MN eJ i !• .. ARTICLE 971, 1986 EDITION. (2) SEE DETAIL. OF OPENING IN INLET SIDES. (3).BEVELED EDGES:ALL EXPOSED STANDARD INLETS 2 1/2"; 2 I/2"A IN " ANC, E "'-• CORNERS. 3 CASTING W/3/I6XI'X6"ANCHORS ' WELDED 6'O.C. . ALL EXPOSED ! • CONC. CORNERS "A" 8' "B" AND EDGES TO PE STANDARD INLET t) Br s, CHAMFERED 3/4. COLLARS W/1'MSb CONT. ;. 8"GONG. WALL D• :. l ., ..' FORMED -IN- ''' GROUT IF •'"•• w -•r. PI.ACE OR PRE- . PRECAST COLLAR :�•• -_ � CAST W04m C. • n8„ 12"O.C. E.W. IS USED . ¢ , . �• + a " D" > B: WHi MASONRYILL AROUND PIS USED1/2'PLASTER IL BOTHSIDES IS REQUIRED. N0. 9,t BARS 9 12'B.C. E.W. CROSS SECTION LONGITUDINAL SECTION INLET DETAILS j9-z(v-e9 li lOUTFAL.LjCOAITROLSTKUCi PER 5.1F.W.M.1D. DESIGNED: T. L. K. DRAWN: _ R• D, H. CHECKED: M. S ,lli . -1 TO" HEW - 94CLE PIPE b r.[ [ •va,..INm., wt rv.[r rN. s.u,[sw., PoN H Plp B. Me ✓w••r 1v.'r Prb J [N yt4l l.� er y- TI..y brPr �_T_ OOSECrgY Per z,�"Ir.r.I. c Pm. r.r P«. c.. s.r.r TYPICAL SECTION OF CONCRETE MITERED END ROUND CORRUGATED METAL PIPE ( INDEX No. 272) N. T. S. APPROVED: ff, M.E. SANDERS. R.' OCT 0 3 n.,..; i Cu ''i-•� - DATE 3SB14 REGISTERED ENGINEER NO.: STATE OF FLORIDA LINDAHL, BROWNING" FERRARI & HELLSTROM" INC- CONSULTING ENGINEERS. PLANNERS E1 SURVEYORS BLDG. 5000. SUITE 104 10 CENTRAL PARKWAY 2222 COLONIAL ROAD 210 JUPITER LAKES BLVD. SUITE 420 SUITE 201 JUPITER, FL. 33468 STUART, FL. 33497 FT. PIERCE. FL. 34950 407-746-9248 407-266-3883 407-461-2450 1 WMD C-25 R W (iAyLOIZ CREEK) I� 51HED, FEIZiIL1ZE-`T MULCH ALL AlzuY5 Dl;TU2-2 In1 C-25 R/W NAT. QRD. e RIVE - E1EV• 15.5 t 1 CONST• A r' X I I "i V_LE.T DPZGWN u C "TOE OF SLOPE ALONG C-25 ANd FPFWCD C-1 R/W ( jy•" WASHED Gt2nvEt VvRAFPED IN Ft L7t72 FAI3Fztc, poTTLrn E=.l LAST 5EC-RON SUALL. 5E C*4e 201 �ENrTH OF CULVERT 1)V' Asphaltic Concrete a Type S-1 Slope Varies ` ZBase( " Density sCoquina (Density same as S/G 0" Stabilized Sub9rade (FBV 75') Density shall be 98% of Maximum as Determined by AASIFO T-180 Metho II�SirG.LE �� .F'F�xnTOE.LF SI_ ' TO _11i i 51-ope t'1.5 81 3ro� B / 1TOP OF BETAA = ZZ,r3 0 Au)AR. SmeRi5 1'aAFGLEi 20 (SEE I7ETLV L. E�law ) WEIR Cl Ill IS"MWJ. CL• F>%n)D PP�ITOAq' 10-! FRcu,+ Sr�PE 777777777777777 10 INV.=9.50 SEED, FEIZTI i ql Ail H CONST• 110 LF f OF 30 ° C,02R. ALUM. PIS e 10.91 FOl aCITOAA C7 SECTION A- A c5EE SHEET l 3 � �� / �-• INSTALL-�"1� I) op / � 2• �` 3 CaJTzr1. 5TR �TURE IJjAT�TYPE "E" ("LET- ' (see. 5-6 aELOW). OUTFALL TO S.F.W.M.D. C - 25 (TAYLOR CREEK) SCALE 1"= 10' AIOAI-TRArFIC GRATE 25-YR./3PA`f9fA8EELEV.-19.50(ToF OFSTRuCruRE) .I 42"x4'-G"ALUM. DEBRIS 71" A I I SAFR1; w/OPE{-1 TOP 4, emilrz ✓1 / D 13OLTI D TO 517z11CrUM FACE as required ed cut I e: w/3/4." GALV. Sol as required Slope to D.O.T.�`(PE o: I I Nat. Grd. at 3:1 or as \� shown on plan / Ilk ay.= 15.so 0 - J I' I ATOM OF 51 15.Oo NOTE: Erosion Control (except at e locations shown on plan) shall ° 10"ARM. N G" 6" be as directed by the Owner and landscape plan. (By OTHE-95) o a- PMAD 5(.6PE Oki � �N • ` FACE OF STY nUln 15.5± NOTE: PEll ANY PLASTIC MATERIAL (A-2-6, A-2-/, A-4, A-5, A-6, I I 30"•DIA. Corzrz.ALu►l. A-7 AND MUCK) WITHIN 36 INCHES OF THE FINISHED ROAD.GRADE PIPE OUTFACE TO AND REPLACE WITHA-3 MATERIAL ACCORD[NG TO D.O.T. SPECIFI- CATIONS, TP.YLOP- CREEK 4' �" e" TYPICAL SECTION OF PAVED PARKING AREAS_ I I i t N. T. S. I 5C MM ELEV. -9.50 I L- - - - - - - - 5010 CW HO $ flan ewr of wv.r s<nm _ Ana Sc"m 5lwn 4Y: YE. °� 5 SECTION B-B � rS--- � I o o CONTROL STRUCTURE m A Lo a+%" �J SCALE 1"=2' �i G7I 4-Z C.A.? BJ 5, I WEAR IIOTCH . - SECTKaV BB T�Z - - PLAN FLARED END SECTION AND RUBBLE RIP -RAP DETAIL FLARED END SECTION N.T.S. I f I AWN. CLIP L4) 'S'x3 x %4N , 3 L01WG (DA INDEX *2-10)NOT180 W� 31406LAT(TYP.) 4or Co P-ii ES I. RIP -RAP INSTALLATION SHALL BE IN ACCORDANCE To SECTION 530-3.3 EOLT TO WALL D.O.T. SPECIFICATIONS. VJ/ 3/411GALV idELD TO l ALI PIPE 2. RUBBLE SMALL CONSIST OF BROKEN STONE OR CONCRETE. BROKEN STONE ROl CPRR. ALU)i PIPE 15 TO BE SOUND AND DURABLE , WITH A MINIMUM SPECIFIC, GRAVITY e - 2 OF IA, PIECES SMALL BE ROUGHLY ANGULAR. RUBBLE SHALL BE A GRADED MIXTURE WITH TIIE WEIGHT OF INDIVIDUAL PIECES RANGING FROM 10 TD TOP VIEW 200 LBS. (G"T0 IB-DIAMETER). NOT MORE THAN 25 % OF THE TOTAL - VOLUME SHALL BE COMPOSED OF PIECES LESS THAN GO L65. (121NCHES). TOP - OPEU S' m h a RUBBLE RIP RAP OVERLAP AND COVER I (SEE NOTES BELOW) FILTER CLOTH-ALLEDGES 3" o t LIMITS OF RUBBLE SHOWN ON SHEET NO.3 + a I�" I I EL. 12.60 �III�I/E - 1�3• 2--04 TOE Y AA TAYLOR CREEK COMMONS FORT PIERCE , FLORII 3' Germ (or as shown on plan) CZ0 DATED : 5 -3 -89 SCALE : AS SHOWN SHEET 1n L- MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING ( FT.) NON. PIPE SIZE SAND ELBOWS (deg.) VALVES TEES DEAD ENDS 2 Ilk 221E 45 90 6 2 3 1 5 1 8 34 7 110 B 4 3 5 8 12 9 6 4 6 10 15 11 8 4 7 13 20 14 ]0 5 9 15 25 IB 12 6 10 17 29 21 VALUES FOR "L" ARE BASED ON _PVC. PIPE AT 2' PSI OPERATING PRESSURE WITH A 100 PSI SURGE ALLOWANCE INCLUDED. WHEN DEPTH OF SOIL COVER IS LESS THAN 2 FT., VALUES FOR "L" MUST BE INCREASED BY 30%. WHEN DEPTH OF SOIL COVER IS LESS 1D OF PIPE OUTSIDE DIAMETER, VALUES FOR "L" MUST BE INCREASED BY 100%. WHEN PIPE IS PARTIALLY OF FULLY EXPOSED, ALL JOINTS MUST BE RESTRAINED. EXAMPLE: A 12 INCH PVC PIPE BEING INSTALLED IN NOTES: SANDY SOIL, ENTERS A 45 DEGREE HORIZONTAL 1. ALL CAST IRON FITTINGS SHALL BEND' BE RESTRAINED BY MECHANICAL JOINTS FROM THE CHART THE MINIMUM LENGTH (L) TO BE RESTRAINED (UNI-FLANGE SERIES 1300 OR APPROV- IS 17 FEET. THEREFORE ALL JOINTS THAT FALL WITHIN 17 ED EQUAL). FEET BEFORE AND AFTER THE ELBOW MUST BE RESTRAINED. 2. PVC PIPE JOINTS WHICH ARE IF NO JOINT$ ARE ENCOUNTERED WITHIN THIS DISTANCE, THE CLOSER PIPE THE MINIMUM RESTRAIN NEXT CLOSEST JOINT DOES NOT NECESSARILY NAVE TO BE THANRESTRAINED. ED DISTANCE (L) SHALL BE RESTRAINED BY MECHANICAL MEANS (UNI-FLANGE 1350 OR 1390). -- - THRUST RESTRAINT REQUIREMENTS ` LETTERING "WATER" ON COVER REFLECTOR ON.TOP OF BOX FINiSH JKL,DC 8 AT EDGE OF PAVEMENT CONC PAD SO. X 4" THICK Z �1 i IN UNPAVED Q AREAS Z 2-W3 RE AR p f _ CONTINUOUS �- m ADJUSTABLE ; w VALVE BOX _ I GATE VALVE TRAFFIC TYPE PLAN _ METER BOX (D-112) FINISHED GRADE 45° PLUG 2" GATE VALVE BEND ^'^ ^^^1, �I I `2"SCH. 40 PVC PIPE OR GALVANIZE �- BRI C'K� II 111 } MJ PLUG TAPPED 2" SECTION NOTE IF NOT CONNECTING TO MJ SELL USE SOLID SLEEVE W/RETAINER GLANDS AND M J PLUG BLOW -OFF ASSEMBLY N. T. S. 9-22-89 R.D.H. P--VI6110M As PErz F.PL.A. R.D.-H REVI510A1 A5 PEfL F.PL1.A. DATE BY REVISION MECHANICAL JOINT .RETAINER GLAND (UNI-FLANGE FOR PVC) RODDED TO PLUG a VA R I E S u TRAFFIC TYPE FIRE HYDRANT WITH 5 1/4" OR 6" VALVE OPENING WATER DISTRIBUTION SYSTEM NOTES LIMIT OF G 6 HYDRANT 1. PVC shall meet the requirements of AWWA C 900. The ASSEMBLY_ appropriate class shall be DR 18 Class 150 for all R INSTALL ONE STD. PIPE I ^- commercial and. industrial areas and underNryall street &A 5, �1 BEYONDLENGTH ;gal VALVE REFLECTOR crossing 24" SQUARE A S 3CONCRETE � I I i1 s, r N r "` R-RAR oo 2. Ductile iron pipe shall be cement -mortar lined, Class 52, It mechanical or push -on joint and shall meet all the =_ 6" GATE Il` ,p:„ requirements of the following: ANSI/AWWA C 104/A.21 .4, ,,,'� �,,. VALVE �16"SQ. X4"�s ANSI/AWWA C 111/A 21.11 (for rubber gasket joints), "+,P B Box CONCRETE 1 ANSI/AWWA C 150/21.50 (for thickness Design); and1+ r COLLAR ANSI/AWWA C 151,A 21.51 (for D.I.P. molds). '- MECHANICAL JOINT TAPPED PLUG RESTRAINED BLOW -OFF ASSEMBLY N. T. S. SPRING LINE OF PIPE BACKFILL EMBEDMENT 4 MATERIAL HAUNCHING f BEDDING MAX, 6" FOUNDATION (MAY NOT BE REQUIRED) NOTES: I IN VERY POOR SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH It BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3 HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4 INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF THE PIPE. THE SOIL SHALL BE COMPACTED. 5 FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED AND COMPACTED TO SPECIFIED DENSITY. BACKFILLING REQUIREMENTS N. T. S. FINISHED GRADE O w F J INVERT IN UNPAVED C ' AREAS OR CAST IIZO)-1�,�^, ''4°' 3. Fittings (standard body only) for PVC pressure pipe and D.I.P. shall be of ductile iron, mechanical joint, TEE 1 cement -mortar lined in accordance with ANSI 21.4 rated at 350 PSI and shall comply with ANSI/AWWA C 110/A 21.10 and C 111/ 21 3/4" STAINLESS '1"=� A .11. STEEL TIE RODS (MIN. 2 RED D.) 15" SQUARE ` CONCRETE PAD 4. Installations of water lines shall be in accordance with NOTE ANSI/AWWA C 900 (Manual M23) for PVC pressure pipe, and HYDRANT ASSEMBLY MUST SEMECHANICALLY RESTRAINED 10 TEE C 600 for ductile iron pipe. n' IA„,...3v,-'+ I = ALL FITTINGS TO e= MECHANICAL JOINT. 5, All water mains t0 have a minimum cover Of 3611 unless "�'"�, FIRE HYDRANT DETAIL otherwise noted. n° N.T.S. 6. Where a water main is to be installed below a storm drain pipe, a minimum of 611 vertical clearance between pipes shall be maintained unless otherwise directed by the Engineer. IMAM EXISTING 18" PIPE 7, Where water and drainage pipes cross with less than 18 ` +" l -F inches vertical clearance, the water pipes shall be 201 "¢ IL - of D.I.P. centered on the point of crossing. „al 7 -TAPPING SLEEVE 8. Manual air release valves shall be installed at all high mtp points along the water main (as directed by the Engineer. TAPPING VALVE _//9. Water supply facilities, including mains, shall be -� installed, cleaned, disinfected and bacteriologically cleared for service in accordance with the latest applicable AWWA Standards and the State of Florida j Department of Environmental Regulation Rules. RETAINER GLAND P 10. Hydrostatic Testing (Pressure and Leakage Tests) shall meet the requirements of ANSI/AWWA C 600. 11. Disinfection of water mains shall comply with ANSI/AWWA C 601. NOTE: RESTRAINT OF EXISTING PIPE MAY BE - - REQUIRED. 12. 12 Gauge stranded wire (blue) on all PVC pipe. (Pert FP.U.A. IFlSTRA{CTI O LI5) 18" x 8" TAPPING VALVE & SLEEVE 13. Blue reflectors on valve boxes and at EOP. ' N. T. S. STANDARD .ENGINEERING NOTES I I I,IIT n1 IIT11 ITIFC A A, 10 MINIMUM CHECKPOINTS FOR CONSTRUCTION OF WATER DISRIBUTION AND SEWAGE COLLECTION SYSTEMS The Engineer (461-2450) or Ft. Pierce Utilities Authority (464-5600) shall be notified prior to the following points of progress. (Minimum 24-hour notification). x 1. An or deviation from the y major approved plans. - 2. Concrete pours for poured -in -place water or sewer structures. 3. Backfilling of all water and sewer conduits. z OSBY GATE VALVEto M r PLACE AND COMPACT n` O IN 6" LIFTS ' „ % a Iz" SPOOL 11 4. Camping of lines for all sanitary conduits. \\/ \� QC* FLANGE/ 00° FLANGE/ A W r=' w w = FLANGE ELBOW FLANGE ELBOW 5. Connection to existing water and sewer mains.' PIPE O.D.+24 IN. i > 2 --i- --a MAX. WIDTH 0 Z - _ ` FINISHED 6. Pressure testing of water lines. . x U ; .. - z a w GRADE7 DOUBLE-r�-12'WIN �X w I I I CHECK VALVE r I6'MAX I 7, Bacteriological and Chlorine residual sampling tests. -1 c 12' 1 12 .I1 `,y Of > vi.wir' loinsrr..>ra.n11111vr//,111 vrrevur-o iin irr,o'rr. ,/,=.. M LL W G Z u J Q HAND PLACED SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL TYPICAL TRENCH DETAIL N. T. S. 3/4" COPPER TUBING OR SCH. 40 PVC z 2 THE EXCAVATED HOLE FOR THIS 10 INSTALLATION SHALL BE RACKFILLED NATURAL TO NATURAL GROUND AFTER CORPORA - GROUND TION STOP HAS BEEN TURNED ON AND TUBING FLOWING FULL. IT SHALL RE- MAIN IN THIS STATE UNTIL AFTER THE " SAMPLING HAS BEEN COMPLETED AND APPROVED. 2 s . WATER � DESIGNED: T. L. K. DRAWN: R. D. H. CHECKED: M. S. , STOP -AFTER SAMPLING IS I \ CORPORATION COMPLETE1 SHUT OFF AMP'-"" STOP, REMOVE TUBING AND PLUG ?" STOP WITH BRASS PLUG. SAMPLE TAP LOCATION NOTE: WHERE POSSIBLE SAMPLE TAP SHOULI A FIRE HYDRANT OR BLOW -OFF. TYPICAL SAMPLE TAP N. T. S. APPROVED- M.E. SANDERS v _ DATE WI REGISTERED ENGINEER NO-: 414B8914 STATE OF FLORIDA E" G.L 0 LOWER E" M.Y. TO .ALLOW A MINIMUM OF 0- CLEAR ANCE N. T. S. LINDAHLE BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS BLDG. 5000, SUITE 104 10 CENTRAL PARKWAY 2222 COLONIAL ROAD 210 JUPITER LAKES BLVD. SUITE 420 SUITE 201 JUPITER, FL. 33468 STUART, FL. 33497 FT. PIERCE, FL. 34950 407-746-9248 407-286-3883 407-461-2450 .ROUND ELEVATION SID DRAINAGE B° D.I.A. TAYLOR CREEK COMMONS FORT PIERCE FLORIDA WATER DISTRIBUTION CONSTRUCTION DETAILS 89 - 040 PROJECT NO. DATED: 6 -3-89 SCALE : N. T. S. �J SHEET 11 6 ., .. .. ,, r . ..V.. :." P � . , n .. y :... .... �. .. r.. _. .. .. ..x-... rr ..a ,>.... , ... . _ ,:,. .._:_...- � ,:"�".,^. r.. . ... I. swab. p .. „.. ... ,.. ' .. . ,n . > ,. E.. s:aY� .... ,, .. ', x ...... t , . . .. - �". _3r. Y .. s.. '1 _... ..... y . N n , r vY .� ... vY',,. .. i � .. ... „ �f{r�] J .. ... r. ...✓. �... >.�_ .i:.a.. .. nr: EH . ..._. . ... �h. , Y. 4A. $ .I. n rt'.C.re.. a ..x.... ,.Y - i. f 1.. .t. ... r. vl }� +,. ,..-d h � 5i�>1ixO K$_ -. F. .-r.. M_.. m':: !. '. l .?y '�" S..x.; �. k.. 1 . ,.. , .... . . e r . .. J,. . .... n. x ... �r. nf. .. .. n x >•. .. "� .. .. k :I; 'i m.. .. .. , i , .. . .. .. s... 4 �T r.. .. v✓Yvx m+ ..:. r ,m .. ut. ': S < �.. .....a.. _ .r.. .. .♦. A .... � .. . �t, _S^.. ;....r! x . i .:.... e v... . .. �= r } ,..... ... .. . , , .. ... e .R` . `r . ..v .rr.;JL✓ M �..._K..i_.,. G' Y.z k nJW dte.rtr ,. aveH.:: h- III _. CONDITIONS t GENERAL ., Scope of Bork: The Contractor shall furnish all materials, labor, equipment, tools, super- vision, transportation and incidentals necessary to construct, and he shall construct, paving, drainage, water and wastewater improvements in accordance with the provisions of these SuppleWWF� - mentary Conditions, Specifications and the Drawings, entitled, "Construction Plans and Speci- fications of Paving, Drainage, Water Distribution and Wastewater Collection/Transmission Imp- rovements for Taylor Creek Commons," consisting of 16 sheets, dated August 3, 1989, and pre- pared by Lindahl, Browning, Ferrari & Hellstrom, Inc., Consulting Engineers. It is the objective of these documents to assure the total completion of the work required to provide functional, operable and efficient paving, drainage, water and wastewater improvements at Taylor Creek Commons. Location: The work is located on the west side of U.S. Highway No. 1 at the intersection of U.S. Highway No. 1 and State Road A-1-A, approximately 0.5 miles north of Ft. Pierce, and con- taining approximately 20.3 acres. Permits and Licenses: Construction permits for certain elements of the project work have been obtained by the Owner, and the design and construction requirements of the project reflect con- straints and conditions imposed by these permits. These include construction permits from the South Florida Water Management District, the Florida Department of Transportation, the Florida Department of Environmental Regulation, the Fort Pierce Utilities Authority and St. Lucie County. The Contractor shall perform his work and shall construct the project in accordance with the requirements of these permits and approvals, copies of which are available for his review and use from the Engineer, upon request. Additionally, the Contractor shall secure all other work permits, approvals or licenses required to perform the work, and he shall perform the work in strict accordance with those permits, approvals or licenses. Reference To Other Documents: For brevity, reference may be made to other specifications or documents wiii F will be used to specify or control the materials placed in the work, the const- ruction methods to be used, the tolerances that will be acceptable, and contractual or legal obligations. The specifications or documents shall include: 1. "Standard General Conditions of the Construction Contract," 1983 Edition, prepared by the Engineers' Joint Contract Documents Committee and published by the National Society of Pro- fessional Engineers. Reference shall be made: "General Conditions." 2. "Florida Department of Transportation Standard Specifications for Road and Bridge Construc- tion, 1986," published by the Florida Department of Transportation. Reference shall be made: "DOT Specifications." 3. "Standard Specifications for Public Works Construction in St. Lucie County, Florida," adopted by the Board of Commissioners of St. Lucie County. Reference shall be made: SLC Specifications." 4. "Fort Pierce Utilities Authority Water & Wastewater Distribution System Standard Specifi- cations & Construction Details," published by the Fort Pierce Utilities Authority. Re- ference shall be made: "FPUA Specifications." 5. "Manual on Uniform Traffic Control Devices for Streets and Highways," U.S. Department of Transportation, Federal Highway Administration. Reference shall be made: "MUTCD Specifica- tions." 6. "NFPA 24 Installation of Private Fire Service Mains, 1984,11 National Fire Protection Association. Reference shall be made: "NFPA Specifications." By reference, the documents cited above are made part of these Supplementary Conditions and Specifications. The Contractor shall have copies of each in his possession for use throughout this project work. Additionally, the work shall be performed in accordance with all other applicable local, re- gional, state and Federal laws, regulations and codes including, but not limited to, the Fe- deral Occupational Safety and Health Act. CONTRACT ISSUES General Conditions: Unless otherwise stated in these Supplementary Conditions, the provisions of the "Standard General Conditions of the Construction Contract," referenced above, shall be used to govern all issues addressed in those General Conditions for this project. Owner -Engineer Relationship: Any agreement between Owner and Engineer shall not be construed to provide any obligation from the Engineer to any third parties including, but not limited to, any contractors (general or sub), nor to any successors in title to the Owner. The rights under any agreement between Owner and Engineer inure only to those two parties. Insurance: The Contractor shall maintain Workmen's Compensation Insurance in compliance with on a tatutes, and the Contractor's Public Liability Insurance, including Completed Opera- tions, with minimum limits of $500,000 for any one injury and $1,000,000 for any one accident for bodily injury, and $500,000 Property Damage. He shall also purchase Owner's/Contractor's Protective Liability Insurance with the same coverage and minimum limits required above. The Holland Construction Company shall be named as also insured. Certificates of such insurance shall be filed with the Owner. All premiums for the insurance shall be paid by the Contractor. THE DRAWINGS Errors or Omissions in the Drawings or Specifications: Prior to initiation of the work, the Contractor shall check dimensions, grades, elevations and Summary of Estimated Quantities shown on the Drawings to assure himself that they are correct and that the work can be accomplished as intended. The Contractor shall take no advantage of any apparent error or omission which he might discover in the Drawings or Specifications, but immediately shall notify the Engineer of such discovery, who will then make such corrections and interpretations as he deems necessary for reflecting the actual spirit and intent of the Drawings and Specifications. Soil/Sub-Soil Conditions: It is the sole and exclusive responsibility of the Contractor of: 1. Place his own interpretation on any and all soil and sub -soil data portrayed on the Drawings; 2. Perform his own soil and sub -soil investigation to determine the nature, character, location and extent of all soil and sub -soil conditions that may affect his work; and 3. Include in his contract price considerations for all work necessary to assure that the soil and sub -soil conditions will meet the requirements of the Specifications and the applicable regulations of the FPUA, DOT and SLC Specifications. THE WORK Preconstruction Conference: Immediately after the Agreement has been awarded, the Engineer s a 1 call a preconstruction conference to be held within fifteen (15) calendar days after the award and prior to initiation of the work, at a place designated by him, to review the const- ruction aspects of the project. The meeting will be between the Engineer and the Contractor. The Contractor shall present his tentative detailed working schedule for the project so that it may be reviewed by the Engineer. Additionally, it will afford the Contractor an opportunity to have any questions he may have on the work clarified by the Engineer. No work under the Agree- ment shall be commenced until after the Notice to Proceed has been issued. Commencement and Completion of the Work: The Contractor shall commence work under the Agreement wit3F-in ten 0 calendar�ays aTter the day of receipt by him of the Notice to Proceed and shall complete the work ready for use not later than the time indicated in the Agreement. The time stated for completion shall include final cleanup of the premises. Estimated Quantities: The quantities estimated for various items of work are only estimates, and may not re- fly -all the items of work or the final quantities needed to complete the pro- ject. These quantities are subject to increase or decrease by the Owner to make them conform to the program of work selected and the actual construction required and performed. It is the responsibility of the Contractor to do all work and to furnish and install all improvements shown on the Drawings, whether they are shown in the estimated quantities, or whether the final SUMMARY TAYLOR CREEK COOT FORT PIERCE , FLORIDA quantities are more or less than those estimated. Payment for all unit price work shall be on the basis stated in Paragraph 11.9.1 of the General Conditions. Horizontal and Vertical Control: The Contractor shall construct the required improvements in' t ocation shown on the Drawings, and shall use as horizontal control points the property corners and right-of-way lines. The Owner shall provide two (2) benchmarks at the site for the Contractor to use in establishing the necessary elevations and grades. Remaining horizontal and vertical control work shall be performed by the Contractor in accordance with the provisions and conditions of Paragraph 4.4 of the General Conditions. The topographic survey and control points for this project were provided by James A. Kirby, III, Registered Land Surveyor, (407) 464-9621. Coordination of Work With Others: The Contractor shall coordinate his work with the work or improvements of others with regard to new construction, or for the need of removal, relocation or alteration of existing facilities. This includes, but is not limited to, the FPUA, Southern Bell Telephone & Telegraph and Florida Cablevision, and their contractors, subcontractors or agents. Standards for Quality and Workmanship: All materials, equipment and supplies furnished by the Contractor for permanent incorporation in the work shall be new and of quality standards speci- fied. Workmanship shall be first-class and the finished product equal to the best accepted standards of the trade for the category of work performed. Power and Water: All arrangements and costs for temporary power and water during construction sha71 be the responsibility of the Contractor. Observing the Work: At the election of the Owner, the progress and quality of the work may be observed by the Owner's Engineer or Engineer's appointed employee. No observer is authorized to change any provisions of the Specifications without written authorization of the Owner's Engineer, nor shall the presence nor the absence of an observer relieve the Contractor from any requirements of the Drawings and Specifications. The Contractor shall give the Engineer a minimum of 24 hours notice prior to required inspec- tions, and shall supply all equipment necessary to properly test and inspect the completed work. In addition to the inspection requirements stated in the DOT, SLC and FPUA Specifications, previously referenced, the following minimum construction inspection checkpoints shall be adhered to, and the Contractor shall notify the Engineer for inspection: 1. Prior to any significant deviation from the Drawings; 2. Prior to backfilling trenches containing hydraulic conduits, so that jointing may be in- spected; 3. Upon completion of subgrade compaction; 4. Upon delivery of base material; 5• Upon completion of base, but prior to priming; 6. Immediately prior to, and upon the first application of, the plant -mixed wearing course; 7. Any required pressure, leakage or load bearing testing procedures; and 8. Upon completion of construction for final inspection with the Contractor or his repre- sentative. Existing Utilities and Structures: Existing utilities, structures and facilities shown on the Drawings were located as accurately as possible from the records examined. No guarantee is made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall assure himself of the actual location of the utilities, structures or facili- ties prior to performance of any work in the vicinity. The utility companies or utility agen- cies will co-operate with the Contractor in locating underground utilities that may be subject to damage or interruption of services during the Contractor's operations. Prior to start of the work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity. The Owner will assume no liability for damages sustained or costs incurred because of the Contractor's operation in the vicinity of existing utilities or structures, or to the temporary bracing and shoring of same. In the event that it is necessary to shore, brace or swing a utility, the utility company or department affected should be con- tacted and their permission secured as to the method used for any such work. Restoration of Damaged Structures or Utilities: It shall be the responsibility of the Con- rac or to repair, re ui d o�ore to T ormer condition, any and all portions of existing utilities, structures, equipment, appurtenances or facilities, other than those to be paid for under this Contract, which may be disturbed or damaged due to this construction operation, at no cost to the Owner. Final Cleanup: Upon completion of the work but before final payment will be made, the Contrac- tor sha 1 c ear and remove from the project area, all falsework, equipment, surplus and dis- carded materials, rubbish and temporary structures which result from the work under this Agree- ment, and shall restore in an acceptable manner all property which has been damaged during the prosecution of the work. Record Drawings: After completion of the contract work, but prior to submittal of the request o�_r__f7na�nt, the Contractor shall prepare and submit record drawings to the Owner, in du- plicate, of the completed improvements. The drawings shall show final location, by reference to completed improvements, or other acceptable means, of all underground improvements. The drawing shall include elevations of pertinent points in the pavement, drainage and sewer sys- tems, all revisions to the original plans, and all information necessary to locate and operate the improvements constructed under this Agreement. Guaranty: All materials and the installation thereof which are furnished and installed by the onntractor, under the terms of the Agreement, shall be guaranteed by the Contractor against de- ef'ective workmanship, mechanical and physical defects, leakage, breakage, and other damages and failure under normal operation for a period of one (1) year from the date of final payment, said date to constitute the commencement of the one (1) year warranty period. All materials and installations proving to be defective within the specified period of the guaranty shall be replaced, without cost to the Owner, by the manufacturer or the Contractor. The period of guaranty of each such replacement shall be from and after the date of installation thereof. SUMMARY OF ESTIMATED ITEMS OF WORK GENERAL : 1.01 CONSTRUCTION SURVEYING THIS SUMMARY OF ESTIMATED ITEMS OF WORK IS ONLY AN 1.02 CLEARING AND GRUBBING ESTIMATE AND MAY NOT RE - a) On -site FLECT ALL THE ITEMS OF b) Off -site WORK NEEDED TO COMPLETE 1. Work in Sandridge Road right-of-way THE PROJECT. IT IS THE 2. Work in Sunny Lane right-of-way TOTAL AND SOLE RESPONSI- 3. Work in U.S. Highway No 1 right-of-way BILITY OF THE CONTRACTOR 4. Work in State Road A-1-A right-of-way for forcemain TO DO ALL WORK AND TO FURNISH ALL MATERIALS AND 1.03 EROSION CONTROL TREATMENT CONSTRUCT ALL IMPROVE - a) Seed, fertilize and mulch MENTS SHOWN ON THE PLANS, 1. Storm water retention pond, dike and outfall culvert WHETHER OR NOT THEY ARE 2. Sandridge Road right-of-way INCLUDED IN THIS TABULA- 3. Sunny Lane right-of-way TION. 4. U.S. Highway No. 1 right-of-way 5• Utilities construction in U.S. Hwy U1, S.R. A-1-A and Sandridge Rd.R/W b) Sod 1. Along pavement edge and slope into retention pond 2. Swale regulators in Sunny Lane and Sandridge Road c) Rubble/rip rap in pond at 48" RCP and control• structure 1.04 RECORD DRAWINGS i' ESTIMATED ITEMS Olt WORK and S1 PPLE;NTENTARY CONDITIONS DATE I BY OESCRTTION REVISION FIELD: --_--_-- DAWN BY: CHECKED !Y: R. B. H- DATE AUG. 3, 198,� WASTEWATER COLLECTION and TRANSMISSION SYSTEM d) 1-1/211 Asphalt, Type S-1 e) Pavement markings f) Traffic signs M.E. uANCERS OCT 0 3 #33814 6d U LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS. PLANNERS A SURVEYQRS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33465 STUART, FLORIDA 33447 FORT PIERCE, FLORIDA 334i0 I JOB No. 89 - 040 SCALE: ------- IOR. NO+ SPECIFICATIONS Materials, construction methods, testing and tolerances for all work shall be in accordance with the following - Specifications, and with DOT Spec if feat ions, NFPA 24 Standards, FPUA Spec if lc at ions and SLC Specifications re- ferenced under " Supplementary Conditions." In the event of conflict, the more stringent provision shall apply..'."' SECTION 1. GENERAL Now 1_01 Construction Surveying: As outlined in "Supplementary Conditions," the Owner shall provide basic reference points forhorizontal control and two benchmarks in the vicinity of the work. All other construction sta- king for both horizontal and vertical control needed by the Contractor for control of his work shall be performed by him. 1_02 Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the Project as shown on the Plans in accordance with Section 110, DOT Specifications, and shall consist of the complete removal and disposal of all trees, brush, stumps, roots, grass, weeds, rubbish, and all other obstructions to a depth of18 inches below natural ground or design grade, whichever is lower. All material shall be removed from the site of the project, and shall be disposed of in accordance with all local, regional, state and Federal laws, regulations or ordinances. 1_03 Erosion Control Measures: (a) Seeding, fertilizingandmulching shall be provided for all areas shown on the Plans. Materials and const- ruction methods shall conform to Section 570, DOT Specifications, for Argentine bahia grass seed. (b) Sod shall be provided along the pavement edge and retention pond slope, and for swale regulators in Sunny Lane and Sandridge Road as shown on the Plans. Materials and construction methods shall conform to the requirements of Section 575, DOT Specifications, for Argentine bahia sod. (c) Sand cementrip rap and rubble shall be installed at the locations shown on the Plans. All materials and construction methods shall conform to Section 530, DOT Specifications. 1.04 Record Drawings: The Contractor shall prepare and submit record drawings to the Owner of the completed water and wastewater improvements. The drawings s shall be legible and of a quality which will permi t photo- graphic reproduction. The drawings shall show the final location, by reference to complete visible improve- ments or other permanent points, of all water distribution system and wastewater collection system elements, and shall include elevations of pertinent points in the pavement and drainage improvements, all revisions to the originals Plans, and all other information necessary to locate and operate the improvements constructed under this Contract. Information to be shown for the water distribution system includes the location of all lines, valves and service terminals. Information to be shown for the wastewater collection system includes the location of all lines, manholes and service terminals; and the elevations, referenced to NGVD, of all line inverts at manholes, manhole inverts and manhole rims. SECTION 2. WASTEWATER COLLECTION AND TRANSMISSION SYSTEM: Materials, construction methods, required tests .and testing methods, and construction tol—erances for the wastewater collection and transmission systems shall conform to the requirements of FPUA Specifications, and the Florida Department of Environmental Regulation. 2.01 Connection to Existing Manhole: T,1E 8-INCH. GRAVITN MAIN To ESE GoNSTRUcTt3> ALONG THE- 5curH siDE of S.R. A -I -A TC)' SESZVE is pro ect shalT6e connected to an existing gravity manhole at the southwest corner of the intersection of S.R. A-1-A and Old Dixie Highway, as shown on the Plans. The Contractor shall coordinate this connection with the FPUA and shall perform all work according to their specifications and instructions for the connection. 2.02 Jack and Bore Under U.S. Highway No. 1: The 6-inch diameter force main serving this Project shall cross urn erg-S-T3Tghway No. T acTlocatT_on and as shown on the Plans. The force main shall be installed in a steel casing under U.S. Highway No. 1 in accordance with FPUA and DOT Specifications. This construction shall be coordinated with the FPUA, DOT and any other utility owner having existing utilities affected by this construction. 2.03 Six -Inch Force Main: The force main shall be constructed from the lift station at the northwest corner of the Projects to the manhole described in 2.01,above, complete with fittings. The force main shall be con- structed and tested in accordance with FPUA Specifications for PVC and DIP, and in accordance to DOT Speci- fications within their rights -of -way. ( loop-,, TEST, DR 18 BRoWN IN COWR oR "FORCE M41N" oN TNREE sIPES� 2.04 Wastewater Pumping Station, Complete: A wastewater LIFT station shall be constructed at the location and to the elevations s own on the raw ngs. The station includes, but is not limited to, the wet well; pumps; pump discharge piping, fittings and valves; a pump electrical control center and concrete support; a valve pit with all plumbing, fittings, valves, appurtenances and a concrete vault; hose bibb, anti-siphonvalve and concrete splash pad; all as shown on the Plans. 2_05 Gravity Collection Lines: Both 8-inch diameter and 6-inch diameter PVC gravity lines shall be furnished and in�le at the ocataons and to the elevations and grades shown on the Plans. � sDR 55, CaREE�� 2.06 Precast Concrete Manholes: Precast concrete standard and drop manholes, complete with coatings, finished inverts, rirames and covers, shall be constructed at the locations and to the elevations shown on the Plans. SECTION 3. WATER DISTRIBUTION SYSTEM: Materials, construction methods, required tests and testing methods, and a owa le system losses for t e water distribution system shall conform to the requirements of FPUA Specifications Disinfection procedures, pressure, bacteriological and chlorine residual tests and testing methods and reports shall conform to the requirements of FPUA Specifications, NFPA 24 Standards, the St. Lucie County Board of Health, $ the Florida Department of Environmental Regulation, and the St. Lucie County/Fort Pierce Fire District. 3_01 Connection to Main: The new 8-inch line shall be connected to the existing 18-inch line in Juanita Avenue as shown on the ITans, complete with 8-inch tapping sleeve and valve, and fittings.. The Contractor shall coordinate this connection with the FPUA. 3_02 Distribution Lines: The 6-inch and 8-inch PVC distribution lines shall be constructed in the locations p shown l n the Mans, complete with all required fittings thrust retainers, and other accessories and appur- tenances, including gURING A 12 GUAGE 5TRAUDE:D I,NIRE(6Lur,� IN-TI-IETrtENCH ABavE THE MAiN PER FF'uA �FECIFlO�i1[Y�15- 3.03 Service Lines: 3/4-inch, 1-inch and 1-1/2-inch PVC water service lines shall be installed at the locations shown onglans, including the 1-1/2-inch service to lift station, complete with fittings. The Contrac- tor shall coordinate final location and size of the services with the Owner and the FPUA. Generally, the services are to be constructed 5 feet from the building to 5 feet from the main, and plug and mark ends for future connection by either the building plumber or the FPUA. If the building plumber is ready, the site Contractor shall make building connection at time of service construction; if not, the Contractor shall confirm service stubout with the building plumber. ". 3_04 Valves and Boxes: Valves of various sizes shall be furnished and installed in the distribution lines at the ocations sTown on the Plans. Valve boxes shall be installed at each valve; valves in unpaved areas shall include a concrete collar, and the top of the box shall be flush with final grade. INCLUDING ESLyE RGFLECToRS ON -COP of FAXES AND AT Z1-IE E!:DyE CFA _7ACe:v_T PAVENIE7�T• . 3_05 Fire Hydrants, Complete: Fire hydrants shall be furnished and installed at the locations and to the grades ssFoun on tom- ans. The installation shall include all fittings, valves and thrust retainers, as shown on the Plans. Materials and construction methods shall conform to the requirements of the FPUA Specifications 0 and specifications of the St. Lucie County/Fort Pierce Fire District, and NFPA 24 Standards. 3.06 Fire Prevention Improvements: The 4-inch and 6-inch fire lines shall be furnished with all fittings, back- - i�w preventers, check va ves, Fire Department connections, thrust retainers and appurtenances, and shall be shall be constructed in the locations shown on the Plans and in accordance with NFPA 24 Standards. All ma- terials shall be fire service rated and all construction from the main to the building shall be by a state - certified sprinkler contractor. 3_07 2-inch Blowoff Assembly: Blowoff valve assembly, complete with 2-inch gate valve and valve box, shall be provided and instai-Sed at the locations shown on the Plans. Boj( 1AI_L_ FSE.-t9� Cl It 3.08 Sampling Points: The Contractor shall provide and install bacteriological sampling points at the locations s oI� tn-Ye Tans or as directed by the FPUA. Where possible, the sampling points shall be at fire hydrants and blowoffs to avoid tapping the main. ��� - TAYI_,OR CREEK COM ON FORT PIERCE FLORIDA 3_09 Testing and Disinfection: All main lines and appurtenances shall be pressure -tested and disinfected. Dis- Tnn ection pproce u�, pressure, bacteriological and chlorine residual tests and testing methods and reports '.shall all conform to the requirements of the FPUA Specifications, the St. Lucie County Board of Health, the °.`Florida Department of Environmental Regulation and the St. Lucie County/Fort Pierce Fire District. Ally water distribution main line, service line to the meter or fitting, or any portion thereof failing any tests shall be corrected by the Contractor and retested until the entire system is cleared and approved for use. C 150 psi TEST W17H FPVA IN5PEGT0f2 PW!5ENT) SECTION 4. DRAINAGE IMPROVEMENTS: Materials, construction methods, and construction tolerances for all drainage improveme-nts sna con or mT to tTiese Specifications, DOT, SFWMD, and SLC Specifications. 4.01 Earthwork and Grading: 0=000wo "I (a-e) Earthwork and grading shall be performed in the areas of the dry retention pond and in the roadside swales to achieve the configurations, depth, slopes, elevations and required cross -sections, all as shown on the Plans. All suitable material resulting from the earthwork operation may be incorporated in the project in work. Any and all excess material remains the property of the Owner and must be stockpiled in an area designated by him. 4.02 Storm Sewers: Construction methods and tolerances shall conform to Section 430, DOT Specifications. (a) Materials for round reinforced concrete pipe shall conform to Section 941, DOT Specifications (b) Materials for bituminous -coated, corrugated metal pipe shall conform to Section 943, DOT Specifications'!. (c) Materials for corrugated aluminum pipe shall conform to Section 945, DOT Specifications. Backfill and compaction of trenching for culvert installation under this section shall be in accordance with Section 125-8-3, DOT Specifications. Density tests shall be provided at the following vertical locations: Two tests* at springline (one each side of the pipeANON One test* at one -foot above pipe; and One test* at one -foot be w u e r finish radto subgrade rod o g g * = Density of at least 100%"of maximum density as determined by AASHTO T-99, Method C. The minimum number of horizontal test locations is one per 100 lineal feet of pipe or portion thereof, and/or one per 20 feet of pavement crossing. Additional tests may be required at more frequent intervals if deemed necessary by the Engineer" It shall be the responsibility of the Contractor to coordinate with the independent testing laboratory designated by the Owner, the testing and retesting necessary to assure that the work has been performed in .strict compliance with these Specifications. Cost for the initial testing shall be borne by the Owner. Any retests required due to failure to meet the minimum requirements above shall be performed at the expense of the Contractor. 4_03 Mitered End Sections: 18-inch diameter BCCMP mitered end sections shall be provided and installed at the T ocations aas s own on the Plans and in accordance with DOT Road Design Index No. 273, complete with concrete and sod. 4.04 Flared End Section: A. 48-inchdiameter RCP flared end section shall be provided and installed on the west end the 4 - no CP into the retention pond, as shown on the Plans, and in accordance with DOT Road Design Index No. 270. 4.05 Storm Inlets: DOT Type "E" ditch bottom inlets with traffic frame and grates shall be provided and installed at the locations shown on the Plans, and in accordance with DOT Specifications, Section 425• 4_06 Control Structure: A water control structure, being a modified DOT Type "C" ditch bottom inlet with a non - traffic frame and grate, shall be provided and installed in the retention pond as shown on the Plans, and in accordance with DOT Specifications, Section 425• 4.07 Manholes: Manholes, shall be furnished and installed in the locations shown on the Plans, and materials ands! 7 7F) construction methods shall conform to Section 425, DOT Specifications, and DOT Road Design Index No. 200 SECTION 5• STREETS AND PARKING AREAS: Off -site streets and on -site parking areas and roadways shall be construc- ted as slsown on the 71ans, and in accordance with these Specifications, DOT Specifications and Roadways, and SLC Specifications. 5.01 Off -site Streets: (a) Turning the deceleration Lane construction in U.S. Highway No. fright -of -way shall conform to the require-'- ments of the DOT Specifications, and shall be performed in accordance with these Specifications, the Plans .' and the DOT permit. 1. Earthwork and grading shall be performed to attain the elevations, grades, slopes and configuration q` snown on the Plans. The Contractor shall be aware of existing and proposed utilities within the limits of this work as shown on the Plans. Any excess material shall be disposed of on -site as directed by the Owner. 2. Stabilized subgrade materials and construction methods shall conform to Section 160, DOT Specifications, osr 3�yee C stabs izing. The 12-inch thick subgrade shall be extended under the 4-foot paved and 4-foot: seeded shoulder as shown on the Plans. Alternates may be used as approved by the DOT. 3-4. Base course materials and construction methods shall conform to Section 200 or 250, DOT Specifications 3egending upon the type of material used, and shall be 8-inches thick under the roadway and 4-inches thick under the shoulder pavement, as shown on the Typical Section. 5. Asphaltic concrete surface course materials and construction methods shall conform to the requirements o ection 320, 330 and 331-bOT�Specifications, for Type 5-1 asphaltic concrete. Thickness shall be 2 inches minimum to 3-1/2 inches maximum for roadway and shoulder pavement. The shoulder pavement may be 5/8-inch FC-1 as approved by the DOT. 6. Pavement marking materials and construction methods shall conform to Section 711, DOT Specifications for t e7i rmo Tastic markings. The work shall include the .removal of existing pavement markings as shown on Sheet No. 4 of the Plans. - Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the9 constructro—nof traffic and instructional signs including, but not limited to, "stop," "right turn only," and "yield" signs as shown on the Plans. Work under this item shall include the relocation of existing signs, mail boxes, etc., in accordance with applicable regulations of the Manual of Unified Control Devices and the U.S. Postal Service. All sign materials and construction methods shall conform to Section 700, DOT Specifications. (b) The paving of Sunny Lane and Sandridge Road north and south of the site shall conform to the requirements of St. Lucie County, and shall be performed in accordance with these Specifications, the Plans, the St. Lucie County permit, SLC Specifications and DOT Specifications. All work under this section shall be coordinated with SLC and homeowners affected by this construction to maintain access to properties and homes during this construction. 1. Earthwork and grading shall be performed to attain the elevations, grades, slopes and configurations shown on tTie ans, including all the work required within the limits of both cul-de-sacs for Sandridge Road. Excess material shall be disposed of on -site as directed by the Owner. 2. Stabilized subgrade materials and construction methods shall conform to the requirements of Section 160, DOT pec ications, for Type C stabilizing, and SLC Specifications. The minimum FBV Ratio shall be 75, :and minimum densities shall be 98% of maximum as determined by the AASHTO T-180 method. Any and all stabilizing material needed for the work shall be furnished by the Contractor and paid for as part of the work under this section. Stabilized subgrade within the limits shown on the Typical Sections for the roadway pavement shall be eight (8) inches in thickness, and include the subgrade under Sunny Lane and Sandridge Road. `D-14-89 I -TLK FET2 FPVA ,9-ZZ-89 IZDH PEIZ FPL1.A. SPECIFICATIONS -- - DATE BY DESCRPTION REVISION T_ FIELD DRAWN BY. - -._ _. CHECKED BY: ti B. H. D-TE, AUG 3, 1989 JOB NO 89 — 040 13 3. Base course shall be limerock or coquina, as shown on the Plans. After compaction, the base shall have a density that is 98%of maximum as determined by the AASHTO T-180 method. Materials and construction methods shall conform to Section 200 or 250, DOT Specifications, whichever is applicable for the base material used. The base course under the roadway shall be six (6) inches in thickness after compaction. 4. Asphaltic concrete, Type S-1: The asphaltic concrete surface course shall be 1-1/2-inch DOT Type S-1, - and shall be ni�Tled as —shown on the Plans. Type S-1 shall be used for all asphaltic concrete incor- porated into the roadway pavement. Materials and construction methods shall conform to the requirements of Sections 300, 320 and 330, DOT Specifications, including the prime and tack coats for the base. -.5• 6-foot stabilized shoulders: Shoulders 6-Feet in width and 8-inches in thickness shall be constructed along the xeterior pavement edge of Sunny Lane and Sandridge Road as shown on the Plans. The materials and construction methods shall conform to the stabilized subgrade specified under the road in Item I` 5.01(b)(2), except that the FBV shall be 50. Seeding, fertilizing and mulching shall be performed and p. paid for under Item 1.03, above. 6. Pavement markings: All materials and construction methods for pavement markings within the right-of-way o unny one and Sandridge Road shall be painted in accordance with DOT Specifications, Section 710 and SLC Specifications, and at the locations shown on the Plans. 7. Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the construction of traffic and instructional signs including, but not limited to, "stop" and "street" signs as shown on the Plans. Work under this item shall include the relocation of existing signs, mail boxes, etc., in accordance with the applicable regulations of the Manual of Unified Control Devices and the U.S. Postal Service. All sign materials and construction methods shall conform to Section 700, DOT Specifications. 8. Reconstruction of Existing Driveways: Contractor shall provide all materials and construction methods need t needed uce the —existing dr iveways a s th at hat are damaged or destroyed as a result of the roadway and g Y g Y utilities construction along Sandridge Road. All cork shall be in accordance with SLC Specifications. The Contractor shall work with the landowners to assure that the replacement is in type and kind of the existing driveways, and that access to their property is maintained. Minimum testing determination for all the items of work under Road Construction shall be as follows: Florida Soil Item curing Value Density Thickness Stabilized Subgrade 500* 500* 100* Limerock or Coquina Base --- 500* 250* Asphaltic Concrete --- --- 200* * = Maximum spacing shown in feet. All testing shall be taken in a staggered sampling pattern .from a point 12 inches inside the left edge, to the center, to a point 12 inches inside the right edge of the item tested. Additional tests may be required at more frequent intervals if deemed necessary by the Engineer. It shall be the responsibility of the Contractor to coordinate with the independent testing laboratory designated by the Owner, the testing and retesting necessary to assure that the work has been performed in strict compliance with these Specifications. Cost for the initial testing shall be borne by the Owner. Any retests required due to failure to meet the--mTnimum requirements above shall be performed at the expense of the Contractor. 5.02 On -Site Parking and Roadways: The paving Improvements of the on -site -parking areas and access roadways snarl co�orm to�requfrem�s of St. Lucie County, and shall be performed in accordance with these Plans, Spe- cifications, SLC permits, SLC Specifications and DOT Specifications. (a) Earthwork and grading shall be performed to attain the elevation, grades, slopes and configurations shown on e ans.Tidd t ono ly, the Contractor shall fill and compact the building pad area to the configuration shown on the Plan and to a finish grade elevation equal to the bottom of the building slab. It will be ne- cessary for the contractor to contact the Architect (Paul Titterington, Adache Assoc. (305) 525-8133) to obtain the construction details of the building pad and compaction specifications, and complete the work in accordance to those requirements. Additional material needed to complete the on -site improvements shall be obtained from the out parcels as directed by the Owner. In no case shall the Contractor cut out parcels lower than the finish floor elevation shown on Sheet 3 of the Plans without confirmation from the Owner and from off -site roadwork. Parcel No. 3 shall' be fill as required to obtain a minimum elevation of 30 as shown on Sheet No. 3• ,(b) Stabilized subgrade materials and construction methods shall conform to the requirements of Section 160, DOT pe�tions, f or Type C stabilizing, and SLC Specifications. The minimum Florida Bearing Value Ratio ' shall be 75, and minimum densities shall be 981 of maximum as determined by the AASHTO T-180 method. Any and all stabilizing material needed for the work shall be furnished by the Contractor and paid for as part of the work under this section. iStabilized subgrade within the limits shown on the Typical Sections for the parking lot shall be eight (8) inches in thickness, and include the subgrade under the access and entrance roads. C ) Base course shall be limerock or coquina, as shown on the Plans. After compaction, the base shall have a density that is 98% of maximum as determined by the AASHTO T-180 method. Materials and construction methods ±: shall conform to Section 200 or 250, DOT Specifications, whichever is applicable for the base material used. The base course under the parking lot and roadways shall be six (6) inches in thickness after compaction. (d) Asphaltic concrete, Type S-1: The asphaltic concrete surface course shall be 1-1/2-inch DOT Type 3-1, and sna e installeo-as s— 1� own on the Plans. Type S-1 shall be used for all asphaltic concrete incorpora- ted into the on -site parking areas. Materials and construction methods shall conform to the requirements of Sections 300, 320 and 330, DOT Specifications, including the prime and tack coats for the base. (e) Pavement markings: All materials and construction methods for pavement markings within the on -site parking and roadways sharT be painted in accordance with DOT Specifications, Section 710 and SLC Specifications, and - at the locations shown on the Plans. (f) Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the con- s ruct on o trafficand instructional signs including, but not limited to, "stop" signs as shown on the Plans. All sign materials and construction methods shall conform to Section 700, DOT Specifications. " Minimum testing determinations for all the items of work under Parking Lot and Roadways construction shall Te- -5-3-7oI of ws Florida Soil Item Bearing Value Density Thickness Stabilized Subgrade 20,000* 20,000* 10,0000 Limerock or Coquina Base --- 20,0009 10,000* Asphaltic Concrete --- --- 101000* olq'� M.E. SAN'LE OCT 0 3 * = Maximum area per test shown insquare feet. Additional tests may be required at more frequent intervals if deemed necessary by the Engineer. It shall be the responsibility of the Contractor to coordinate with the independent testing laboratory de- signated by the Owner, the testing and retesting necessary to assure that the work has been performed in strict compliance with p these Specifications. Cost for the Initial testing shall be borne by the Owner. Any retests required due to failure to meet the minimum requirements above shall be performed at the expense of the Contractor. LINDAHL, BROWNING, FERRARI S HELLSTROM, INC. CONSULTING ENGINEERS. 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