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HomeMy WebLinkAboutTaylor Creek - Rite Aid 510042 The rear partition forms dead end corridor in excess of 20'4A different arrangement y must be made with the rear exit door or an additional door will.be4eouired. 3 The canopy shall be draft stopped at intervals not exceeding 20'. 4 A separate'permit is required for the automatic sprinkler system "The automatic sprinkler system shall be designed calculated; and installed according to NFPA #13 Nob,; 'because the canopy is to be constructed of combustible construction the interior and the under- side of the canopy must be protected with the automatic sprinkler system 5 Provide a=2A-1'OBC.fire'extinguisher for the general sales area. :A .- 'PrnvHda n 4A—'AnRP rmtiad fii+e. axYinoiiaihcr fnr tha carzrira and .ctnrnap area_ .ar CHECK LIST PRI 89-3151 Project Hasse:- TAYLOR CREEK .COMMONS SHPPII.G CENTER - RITE AID DRUG STORE Architect: ADACHE ASSOCIATES ARCHITECTS Ph:(305) 525-8133 (FT LAUD) Contractor:-KEENE CONSTRUCTION CO.-. Ph: .(407).-'89b-1336-YORLANDO), Owner: TAYLOR CREEK ASSOC. c/o CAL HOLLAND Ph:(704) 846-1029 (NC) CONST. CO., INC. Address: 1901 N. HWY. US 1 FT. PIERCE FL Occupancy Classification: Type of Construction: Height and Area: 20 (n742-(ns Occupancy Requirements per Chapter IV t>N L, ea, ` PJ- Construction Requirements: A. Fire Protection: .0 B. Egress Requirements: Other Requirements: Elevators N*17�- .5140W✓ Sprinklers 6 Standpipes _. at Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Plot Plan Check Water Energy Code r, Sever Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit Approved: ST. LUCIE COUNTY PERMI AP yy��,...%L` a Afea'�L �� :r,�Tk „�i '" CS4TION wall be �F t �i.,;,tie Iviih Sr. J,C;€ CtI,hTY p6/Jflf'09. L' 87 )3 (CODE # _) SEWAGE PER PLICATI N'FOR PERMIT TO CONSTRUCT Retail fpU 3 ,/%Q�! �/ OCA ON/ADDRESS: ._._%S�.J �:�orth i a US yEGAL DESCRIPTION See attached SrM FLA\' PFC)= Taylor Creek Cormons Shopping Center = 9( IT , ROAD IMPACT: PfSTRICT BLOCK _ UNIT ZZONE / MAP # FLOOD ZONE � U ��� ELEV ,SEC nIT '� 34 S �4oG & B— nnnL�=i1N4E 33-444 r/yE 7TSIZE/DiMtINSIC�NS See attmeet s�T rOST1r0C'r odof ACKS: F NTi AS;3/y Q /SJ/FT BUILDING: LIVING AREA ACCESSORY Radon: ARCHITECT: NAME Adarhe Associates Architect,- PHONE _%3051_ 5 5-81 "3 ADDRESS 550 South Federal Highway CITY Fort tLLauderdalt$T FloridaZip 33301 CONTRACTOR: TATE Rf$/CERT # C E (11 h(1G5 COUNTY CERT # �I iF `f 3 y� 2, � E-Keene Cons ,Flly F y ADDRESS J56 Humphries Avenue 11� CITY Orinncin STATEFIorida Zip 12,903 PHONE(4f17) 896-1336 OWNER OF NAME Taylor Creek AssQciates n10 Cal Holland Construction Company Inc oonocory Ji ADDRESS _P.OBox 79n461 vttJ . PHONE I7C41 84-6-7 (799 TY Charlotte STATE NC ZIP 28222 FO ATE OF FLORIDA, COUNTY OF ST. LUC E �t� �i Before me, the undersigned authority, personally appear d w who upon being duly sworn, deposes and says that -the information'coied in the foregoing applicNioq is true and correct. Applicant \ Sworn to dnd subscribed before me this p f9 - day of _���''WE�/1' %% qq SCHOOL IMPACT FEES i K -£\ Required Yes o nLV W�wU�j Notary Public, Slate of Florida at Large Amt. Pd Notts' Public, State of (bode at large My Commission expires MYCammr 9Expaas Oct 21, 1991 Date Pd Posted e ST LUCIE COUNTY .ROAD IMPACT FEE CALCULATION FORM Name of Feepeyer/ia/�_ Address 0ate j2%7® '9 - - - Permit,.L11�_9- J/Js Road Benefit and Collecticn Zone t • 'The impact fee CalCuleted hereln has been dster�ined tas d can 0�10 f30 , ChOdule adopted in St® Lucie Cozsnty Ordjrttsn, B�.lgg �'frmativo rcebruary le 1986. R & 14 Y r LEAD L°E n eE PER TYPE EcdC).nnr�;7G' P O® J P a 6 s 1 Sao I a CHECK LIST PR1 89-3151 Project Name: TAYLOR CREEK COMMONS SHPPING CENTER - RITE AID DRUG STORE Architect: ADACHE ASSOCIATES ARCHITECTS Pb:(305). 525-8133 (FT. L.AU Contractor: KEENE', CONSTRUCTION CO... 'Ph: (407)'846 :1336--(0RT.ANDn) Owner: TAYLOR CREEK ASSOC. c/o CAL HOLLAND Ph: (704).846-1029 (NC) - - CONST. CO., INC. Address: 1901 N. HWY. US 1 FT. PIERCE, FL Occupancy Classification: Type of Construction: M Height and Area: S6i(� 20 �72-0 Occupancy Requirements per Chapter IV: ON L, t r. Construction Requirements: A. Fire Protection: �pn� A+ tC Lt.r"4ei B. Egress Requirements: Other Requirements: Elevators� iV17t J;40WA/ Sprinklers 6 Standpipes at Combustible Materials - Interior 10� Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Approved: Plot Plan Check Water Sevier Energy Code Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit All FORM 800A.89 Non-Residengial Buildings FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRIICTION SECTION 8 • SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS ALL CLIMATE ZONES PROJECT NAME: `A" /A.+ I ZONE: ADDRESS: BUILDING CLASSIFICATIONS: CITY ZIP CODE: BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: oil PYERcE OWNER: JURISDICTION NO.: 661100 BUILDING INFORMATION WALLS I ROOF/CEILING FLOORS I DOORS I GLASS TYPE U I AREA I TYPE I U I AREA TYPE U I AREA TYPE I U AREA I TYPE U AREA concrete (CBS) ,Y0 _ Under attic Slab -grade �; : Wood Single, wall Wood frame Single Assembly Raised WcoO -+: Metal Double, wall Metal frame Other: Raised concrete Insulated Single, roof , Insulation R-value Insulation R-value Insulation R-value Other Double, roof SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM - HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary & Heal Pump Central Heat Pump Electric <65,D00 Btu/h SEER <65,000 Btu1h HSPF Resistance 521, i 65,000 Btu Ih - EER _ ?65.000 Stu In a•y. GDP I Ded. Heat Pump ❑ Water coaled _ EE9 Gas Evaporatively cooled _.EER Water cooled -COP Natural ❑ PTAC. -EER',. Evaporatively cooled _COP LPG ❑ Chillers COP PTHP _COP Oil ❑ Other: Gas 10il (circle one) I�RU ❑ <225,0001300,000 Btu Ih _AFUE >_ 225,0001300,000 Btu lh Et Iher. LIGHTING KW: yro PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 51 Maximum of 0.5 cfm per linear foot of operable sash crack. Doors 502 4 Maximum of 11.0 clan per. linear fool of operable sash crack. Joints/Cracks 5024. To be caulked. gasketetl, weatherstripped, or otherwise sealed. Reheat 503.3 Supply air restricted to Set cold/hot deck temperature; (0 meet load of worst case zone. Ventilation S03.4 Supplied with readily accessible switch for shut-off andlor volume reduction when ventilation is not required 1 HVAC Efficiency 503.4 Minimum efficiencies - Heating: Tables 5.5, 5.6; Coaling. Tables 5-7, 5.8. 5.9, Transport Energy 503.5 Minimum of 8.0. Balancing 503.E Provide means for balancing HVAC air system & watei distribution system. HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. HVAC Duct Construction 503.9 Constructed in accordance with industry standards & jlocal mechanical codes. Ducts must be insulated to minimum R = d I115 (hr 'F ft 21 Btu). i Piping Insulation 503.10 In accordance with Table 5-10. Water Heaters 504.2 Must bear ASHRAE label indicating compliance with A8HRAE Standard 90.or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric) of cut4f (gasl must be provided. Heat traps required. Must meet minimum water healing equipmem efficiencies in Table 5.11 after 111190. 1/ Swimming Pools & Spas 504:2 Spas & heated poufs must have covers. Non-cammer ial pools must have pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% (78% after.111 /90j. Hot Water Pipes 504.4 - Insulation is required for recirculating systems. Piping heat loss is limited to 17.5 Stulhllinear foot of pipe; see Table 5.12. / Water textures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig; foists maximum 3.5 gallon flush, PUblio lavatoq fixture maximum flow of .5 gpm or .5 gallon if has set -ICI ng valve. Lighting fixture Ballast efficacy factors are listed in Table 5-14.. Bud et (Is LANCE SECTION 4 COMPLIANCE g Com All plans and specifications shall ce sg c _ Building MSTU Computer program used: architect with thy' excepttons prrnioe Conditioned sgIt'413 Section Budget: whereby. certify that the plans an eci4ac It.: $ection 4 Total: with the Florida energy Code, 1 . COmp113nCa WI�I SIGNATURE: Compliance 5`ection 8 was demonstrated by a Prescriptive Measures DATE: methodology or oy DUeI Calculation: Review or the pea s aM spe<ih<as co eo- Q 807.2 $Upermgrket5 8 809.2 Basic Features the Florida Energy Code. Before corst uyhon LLfJ 807.3 Restaurants compliance in act ordance with $act 5 j' 807.4 Kitchens 809.3 Dual Calculation BUILDING OFFICIAL: Budget DATE: B-65 seated ay a Florida registered engineer or on 481229. FS and Section 471.003, FS mera+d,dythi alcul tionareincompliance { 0! i rslips'gn&Wnindicates compliance witn mp jtad,vMis building will be inspected for S. r Ii FORM 800•A•89 ro I rn G) W I J FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTEIIED er THE DEPARTMENT OF COMMUNITY AFFAIRS E_NERGd CONSUMING EL--MEN'YS _.. T11[L[ WALLS A_ B ROOF --� E+ RAISED FLOOR A V l INTERIOR WALLS LAR Ic GLASS CONDUCTION E OUTSIDE Al F G PEOPLEHEAT H LIGHTING HEAT ' HVAC MOTOR HEAT IM[10[ COMD. SPACE MOT INCLUDED IN C.O.P. 1 WINTER r SPRING AND FALL r SUMMER U- } AREA MTR ; MBTU U- T AREA T MTR; MBTU U- 7 AREA T BTU Uw j Aw WSF M Uw Aw •WS AA E_ y��.1 U9 Au • CSM 1'7n L c CONSTRUCTION PLANS and SPECIFICATIONS 12 s d .� PAVING , DRAINAGE � WATER DISTRIBUTION AND WASTEWATER COLLECTION / TRANSMISSION IMPROVEMENTS FOR reek Comm HOL-I-JAND CON"I«rJci�r��v COMPANY ST. LLUCID;COtIJNrlY , p'f,OhIDA `v 1. LUC IE COUNTY Y h � t 6 Q ai coo I marls .Rood 614 4 13 I ` ' 11 m t6 5 -�`J �� _ 5 i !-- 2_2 a _ i� 7It p e p p e r 1 r -r �.. �:� ���. � •.r r�� i :. ; Park �E —_.-27 a — J°-.26. :� -5 30� _ , v I ``� 2B 2 7 1 2c - ?5 Immetolo♦ St��_�•c �B _ I ` LUCIE� 91 .I 37 I - , ' L3. ram\ �53,7 T OR �q 35 \\ \ - .. __. ' ,. ri-•_T: -L 1`r-r�f 7 ` ./ -/ F. PIERCE PROJECT SITE r'� _ _ y `~ ` LET —.� e - -- - - _ _„ - _-•__�._ tee,`. ._ .P �r•i . L -i- �- .. Y12 4 " 3 ,7 9r IM 12 o11 Dclo.orc 72 ' ->Pc to rc17 on C�P.-GG r"' �iyi�cr p,o Arc- 1 , E. N v- %' O/ o� F O R T GA o,cos Pedd a �� PIERCE �� t y yc 1 ` this µ .` `T�- jI ri:r,� �,a-{, 7 3 jj -i 8 r { E'r ' i *` N I .6 y' z 5 �l 1 c �13 . u� 'iU - ice` - I�r� .Gf' . C�io 3=;-�r-`l �aT=r.f %t � 1. F`„ brr•�-/ �t..S •. SCALE 1' = 1 MILE LINDAHL. BROWNING, FERRARI & HELLSTR011, INC. consu;:inq engineers. planners 3 surveyors Jupiter Stuart Fort Pierce Ve.,o beach I I '. VTY � � � � � �., •� 1 4 1 _ ___ VICINITY MAP 9dv`t/L- M.E. SANCER S GOT 0 3 f�Q--3 #38814 IUnpX OF SHPETS 1, TITLE AND INDEX OF SHOTS 2. CONPUiED LAYOUT AND STRIPING DETAILS 3. PAVING, GRADING AND DRAINAGE (ON -SITE) 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 SAIrDRIDGE ROAD OLD U.S, NO. 1) 7. PAVING, GRADING AND DRAINAGE (SJW LANE) 8. WATER DISTRIBUTION AND WASTEWATER COLLECTION 9, WASTEWATER PIMPING STATION 9A. FILMING STATION CONTROL PANEL 10, CON'STRUCTION DETAILS - PAVING AZ DRAINAGE 11. CONSTRUCTION DETAILS WATER DISTRIBUTION 12, CONSTRUCTION DETAILS - WASTEWATER COLLECTION 13, PROFILE OF WASTEWATER TRANSMISSION SYSTEM 14. PROFILE OF WASTEWA LR COLLECTIG41 SYSTt, 15. SUITIARY OF EST I ^'rTED I TE"6 Or WC1� K 4"C SI,Pr E7VJA.PY 0C) I T I SPEC IFIC�'TIO:_, REVISED : SEPT. 26, 1989 SHEET I co RE ✓15fiD 4:-iY-84 PR FZVA AUGUST 3 5 1989 OF 16 IN 51577 TFIN DP ��a &` fit. `` '� ``• ' ` { � x t ,fix it l 4"_ I,-rctY B,. IN T Mt 0 FUTURE EXPANSION 52684 4sd{{YY Ile TYP. 4" STRIPE (WHITE) TYP. DIRECTIONAL ARROWS ty)P 3 LON�G-TYP. (WHITE) '0 %\ E I 1 Y\ �a�• S>.-; p I HWAY No .R. No. � ,., z j +•'�: -. .'.,. ,,.� � :.. �,- .. _.. t ..3•� s...�-.�>v# -� -, as a .. < <- ?.r.•n. px, � � � '1-. � tc ; 4�E a SIC - �k u= —EAST PROPERTY LINE OF TAYLOR CREEK COMMONS NOTE ALL PAVEMENT MAIZK11,1Cy5/5TRIPItJG IIJ U.S.#1 SHALL BE 3o ROD CAP ON PROPERTY CORI.IERS THERMOPLASTIC, IUCL PING THE MAIN ENTPANCE AT LEFT, EI ' IO' LALIDSCAPE ( SEE 5HEET Uo.4) ALL OTHER PAVEMENT MARKINCs/ STRI PI1JCa S 28'05'56"E 1121.79 BUFFER SHALL 13E P,6.INTI IN ACC0T2oaaj CF. w/ b.0.'T. SFECIF{CA'(ION$. < 4 25' S 28'05'56"E 210. 13 nNiN !� S 28 05'56'E 252.48 C16 y TNESE ATZ RC)VJS ARE T 3E T}{EPMOPLA57IG- L8 65.00 ao µIw 65.00 64.82 ....... ,rp/ ALL.. OTHER ON SITE P VEMENT MARKIFJCoS 11 ------- � V"l ; /_—__l y. L I R h 052 1,151 N'Sil OUT PARCEL W4 , Al MAE 40364 ACRES—, W,111% 4 <Ti - �G ° ` 54 Q N. T. S. s, 7> ry }8.22' Q a e N 34 11 17 349.49 �. N 23 35 16 W 2 }8.22' I•LEQUIPED AVAILABLE TA5ULATIOU OF PAIZlGWC-1 SPACES SPACES RETAIL = 581870 S.F. 0Ei SPACES/I Ooo S.F. = 295 2 9 9 MSTAURP.VW = 2,400 S.F. (�D 10 „ = 2_4 'L 4 TOTAL 31131 323 INCLUDES 9 HA iDiCAPPED SPACES Y ry N rn w o �n COUST. ci NAUDICAPPED c /SIGAI5/5YM OL5(TrP.)sEE I� N 0 In LO C)EPAIL A LEFT > �i u 0728„W 150 63 / ' ph g.00 N I I5 Z A '169 o�F�tµh P\,F VG NjP� \ \ a' . 'a. 2 6B 2 1 tpv� 16,. c 5g , A,79 ?P' o a_ `k T .y:,• Cs F a Z N4' 1�Ga�"oOQ,� A� e ��,� P•�SF 27- N 252'20"W 101.66 603 0 9 A6. P} A � I" goo _. aK} 9 46 ^ L \* Zg s �u °P \Z �`ng G„ / 0 4 52' 2 s9. og (fir 69.6, I kr,oJ� P PR. J� VIP � ll WEST PROPERTY LINE OF TAYLOR CREEK COMMONS DOTE THE CALCULATIONS AND COMPUTED LAYOUT FOR THIS SITE PLAN WAS PREPARED BY JAMES A. KIRBY, III, REGISTERED LAND SURVEYOR, ANY QUESTIONS CONCER- NING THE HORIZONTAL CONTROL OR BOUNDARY INFORMATION SHOULD BE DIRECTED,I To Jim KIRBY (407/464-9621) DRAWN BY: J.A.K.-CARD 13 +'• CHECKED BY: T L. V_ 9-15-59 2.t)A. fZ6V4i510J AS PEP- FOOD LIOLS- PAQL'IA1Ci ISLA,91DE, DATE. 8 - 3 - 8 9 DATE BY DESCRIPTION JOB No. 89 - 040 REVISION <��. w ¢yk;:.-Yn Y� 'Y'y"' f SEAL SOUTH PROPERTY LINE OF TAYLOR CREEK COMMONS LINDAHL, BROWNING, FERRARI 6 HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS i 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 I° = 5o DR. NO SHE ■: i'99'. Fes' TAYLOR CREEK COMMONS FORT PIERCE , FLORIDA PAVING GRADING and ( ON - SITE) 1 1 Q � 13 . 11 .4 i. � * ! -V e.v.i:. lrl. -aa_ / I a[o Jo. IY �•�` • - I Co bDF hfJ, •'g^t Z 3.1 w O a 45 34.61 `\`L .y QU'Qj�•' N)7kU 81f "" " � I +02. 30.90 ,I0 �eL•�to(1.• 5� 2 P,G. . '• ;, ". .` \p � fY.1�5-'-' •-\" I \ -_ _ = _---- - _ . -_ � - �yA O•Z, � 3 � STORM WATER RETENTION � PR�P' 1 ` TOP E.L,= ZZ 50 N.�S.V.D. �av��Pi% LEGEND .. • • • EXI5TIIJG ELEVATIDMS COMST. G' WIDE x I' DEEP GRP.VEL BLAMV-ET E::� • • • PROP05ED FIA115HF-D GRADES DRAILI" ALOMG TOEOFSLOPE(SEEA AON 51AT. 10) PRo 3fORM SEWER sY5TE1rl P TAYLOR CREEK u►nITS OF PRaPosso ASPIIaLT F.4VIFJG -- � \O '7/�/�� LIMITS OF 50DDII,IG IL-L_l1LJ CANTILEVER 13EYOI)D EDGE (TIDAL WATER - U.S. C.O.E. OF WAT± ER 5'DE45161W ELEV. = 0.7 M E :> .R'. ; _h•,a UM1Ts OF SEED t F{Lll� $MULCH wre, E'a z (Sm U.5.IV 1 01.1 5{{T. Mo.4) • • • APPROX. bRAIUAC-pr-- FLOW APPRoxIMATE Or-T(�3 1 3 TOP OF SLOPE. � m p✓ g-IL�-89 TLV R�-vts= FM LoCATLcNJ BY FT3uA FIRM 9-15•-S9 F.D.H. RewSWw A5 PER FOoO LIOL1- PARKR ISLAI-A 5 DRAINAGE9-26-59 RD.I P-Evi'5toJ A5 PER S.F.ItiI.NLD. DRAWN BY: J.A.K.-C IDD CHECKED BY: T. L. K DATE BY DESCRIPTION DATE, 6-5 - 8 9 REVISION JOB NO. 89 -040 SEAL CONSTRUCTION TABULATION STORM SEWER SYSTEM Structure or Culvert Number DESCRIPTION ELEVATIONS STRUCTURES CULVERT INVERTS Top Invert Upstream Downstream CULVERTS C-1 88 L.F. x 18-inch RCP @ 0.508 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 I-2 i "E" Inlet w Traffic Grate 23.70 18.62 I-3 Type "E" Inlet w Traffic Grate 23.70 I�16.58 E=18.95 I-4 Tvpe "J" Alt "A" NEi w/ Riser & Traffic Grate 23.70 N=17.50 E=17.70 (See Detail on Sheet 10) S=16.41 A'=15.00 tii#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 11 Includes: 0.9 foot weir aluni.ni skimmer 15.50 (see detail on Sheet 10) LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, I'LANNERS E SURVEYORS 10 CENTRAL PARKWAY 190S SOUTH 25TH STREET ►O. 00K 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 1146E STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE, 1 50' DR. NO, SHIFT 3 AF 51577 ADDITIONAL 30a 3C REGULATORY SIGN WHERE APPLICABLE x 30" NOTES 1. ALL STRIPING IN D.O.T. R/W TO BE IN ACCORDANCE WITH STND. INDEX 17346. EXISTINGN PROPOSED 8'SHOULDF1t EXISTIIIG EXIST. T WEST e RIGHT TURN OF PROPOSED st A e WEST R/W 5OLITH \kIEST EDGE 4' 2. REFLECTIVE PAVFi�ffT7T MAI2F�RS SHALL BE INSTALLED IN ACCORDANCE WITH BOUND 4-%.Wa 4' To�OF SLOPE 1 aouND of PAvµ`T. OF 7AVM'7. F�T �/ // I ' STND. INDEX 17352. LAues u.s.� I 12' sHLv. vtD AIUWLALLSIDiLS psTmBeD I LAME5 u.5. i -IIF- - - PAy�T HAT. GRD. - --. - PA1i I 37.Ot7 - /� - - - -- - I - - ij � 1- 3. TRAFFIC SHALL BE MAINTPSI�D PER STND. INDEX SERIES 600 IAPPROPRTATF - - - - - - - �41 INDEX FOR ARK BEING PERFORMEDJ 3T.5 38A 3T76 I � pp`// /ille'TO 12',/ 3 -f I 2"x ve COLUMN 4. LIXATION OF EXISTING UTILITIES SHOr7N IS APPROXDVRTE. THE CONTRACTOR 33.0 SHALL CONFIRM THE ACTUAL LOCATION OF THESE, AND OTHER UTILITIES NOT �� /�� I // � µAla; WITH Ox 2'-0" J 30.9 4 � FOOTING AND 2-I BRACKET � TYPICAL ROADSIDE SWALE GA5 MAIu t //,�, �m T,// / TYPICAL ROADSIDE SWALE SCALE I = 40 SHOWN, WITH THE UTILITY M-NER PRIOR TO CONSTRUCTION, AND SHALL 000RDI- HATE HIS CONSTRUCTION TO PREVENT DAMAGE TO THE UTILITIES. i % - - - - - - - 5. ALL EXISTING ROAD SIGNS, REGULATORY SIGNS, MAIL BOXES OR OTHER SIMILAR SECTION A - A ,/ / SECTION "B - B REGULATORY SIGN DETAIL OBJECTS SHALL BE REMOVED AND RELOCATED IN ACCORDANCE WITH THE APPLICABLE SCALE 1" = 10' 0 / EAST N. T. S. REGULATIONS OF THE MANUAL OF UDIIFIID TRAFFIC CONTROL DEVICES AND THE U.S. / SCALE 1 = 10 R/fin/ LINE---,, ' POSTAL SERVICE. POSTED SPEED LIMIT 45 MPH. (TYP• ) / X �� �� APPROX• LOC4TIOW OF 14 GAS MAIL), COWDIUATE ACTUAL LOCPTIO11 WITH F.PU.A. _6 __ _=--------------- ------ ---_� L�i�-�.\}�� I-- ����- -- + --IP 25 4"SO CONST250LFOF4'WHITE /0'SK �8 45 1 R _ CONSr 24"S^TOP BAR -WHITE CONST. / L.F. OF Lx/36 96 E -6 , W 3972 \ ' / � 14 CONST.X L.F.t OF 4' NNO /y \ 6 � EXISTINGKSTOP BAR TO BE FjEMOV'ED _- - (CRowN)348 X -- I , -- -- -- -- -- -\ 8 - S sot/D YELLOW �� \ �r 3785 I 2/5 STORAGE I r 250 TAPER 40.03 (GROW Ni 381a -- 3650 - _ a , s., , '.<,, , „<a, �';:� a„ C >'.ig�y'"''•,s,c.C��� ;�. ;4 .S s, cs. &,�`5 s gaT.x. s 3^?' - _&,®..b W ®m•,em'mn;,:.. ✓1 ": .,4 ;ten , mow. '% .R,;.s", -' .a s!+ -„'s' ; asu*.:r�ea a ,_'.4 , -� k` x +� :::,aw ,.er; e �"» 3; --------- -- - ./- „ / �'�aa� aa�aa®ffi'b '',^en. \ "�-+• S'e sma:wA ,� ® g. :S CONST. 27B L.F.t OF 4 SOLID YELLOW ���,��� a�� a �f \-.�,.e ,� <,-- �,,, �,.: s., U.S. HIGHWAY 1 4 PAVED SHOULDER $�$�®®� ���� F'" 250E TAPER / x 31.so 2/5� STORAGE 3ro.90 ��$@®��a� a� �' ' /2 PAVEMENT EXISTING 38.8ox ____ -.-- -- --- 8.63 - - - - - - -- - - - - - - - - - - - - a�, �,,, . -:-•+" " 6 R• gg,g CONST. 4" SOLID YELLOW 60 4 PAVED SHOULDER GRASS S R. "' �3.30- Lu EXISTING GRASS ISLAND / 3 _ �a EXISTING TURN ARROW 8 35 .... _ (} -- - -t- - - - I (5/0 L.F.t) ISLAND Z_ �. ., _ -- - 7 - I5, G� ! - A� GSA 9'7.50 \. �f -� STOP BAR TO BE REMOVED a X-36-B� -4f�G 6 -Y,- - 39.46 CONST. 250 L.F. OF 4 '� WHITE - 8 ; /0 ' SKIP J "' 14 / -I I SAW -CUT AND MATCH EXISTING 30•$5 CONST. 215L.F. OF 4 SOLID WHITE CONST. 24"S7OP BAR-WH/TE , R. / �_ CONST. /06L.Ft OF 4" SOLID WHITE QQ - 1 / _ -- - _ x 97_g5 v - - - - _ - - - x 36.58 - EDGE PAVEMENT _ - X 3�G, 2 (GROVJN� _ - - , - - ,- - - , SAW -CUT AND MATCH EXIST/NG $ X - 6 -- \ �� � \ ' APPIZOX. BURIED SOUTH. E3E1-l. MUl-TIE CCRotJNi CONST. 6/3L.F. t OF 4' SOLID WHITE /5 /2 PAVEMNT ,( 4 PAVEO SHOULDER -EDGE OF PAVEMENT 3Z 96 ' \ \ 37.48 G/�6LE5 - 5EE µoTE ! 4 AT LEFT -. 36 45 - ._�4.4G - - 39,49 - - - .. .n..., <..m^-•^a ,:; "'.'^"'", _: e 2 n ..`^av^+ ,;� ., -e.. R ® 8: 6i.',$.,'^¢.'•e6.'a`_ R �`� f °ig, r. _... ,.,..., .,....,-n•x.,,.,•_ ,..n-»A..1 rT+--a^v,.�s^^ �,.. ,. c, a.,,¢':,.. v. c,� a:, ._._.. - - - - - - - - - -.. ,.„ .mom ,.. - - - - ..�¢. .,'5.... :ems.. .,..<v •,� ,... � �,:,� _ .:.... w•w ...,:,..., "�.,.:.. .,.,:,.. ,,, ., ...... „ ��,.... ��:..,. CONST. 24 STOP BAR WHITE ®.., ,_. a .,� a,_,. m:.,.n. �. a::. ,„„ •x,,,, ,..,.. :e,. � - ..., :,.- ,,,.. ,a awe :a$ 3 ?� O ED 5 R D U �® "�.� ��CONST. STOP SIGN -/ C P R POS fo AKl LTA Y F RCE MAIM *:•`r�" ut R/ L - - - - s - - - TOP o SLOPE - - ®� sa ` - - 56 (SEE SHEET ►Jo . 13) - sEs �"� r� s - AND MOUNT RIGHT TO 30 "x 30 " s8 1l q Ip I l 4-PAVED SHOULDER �4'256 STOR GE - -�ml r^ �& $`�® p -EXISTING SIGN TO BE REMOVEDx 36.50-CONST. 43L.F. OF �P fF TURN ONLY SIGN -x 3 300 TAPER I -- im. A _ O.(o%I�oFSWALEF ®g� ®;as - a_ - -JSO@D.lo� - - ABOVE STOPS/GN� - - - III " DOUB 330 1 t o� 3G, ww�.w 'P r. 5.8-a R3 7 34� 0 35I' �IWIII_ ®$ , Q• (SEE DETA/L ABOVE' „ II' e/o� I 4 LE YEL� � @ O.C. �• 3 29.7 ONL 30 'x 30 oR1YEWACONST. STOP SIGN AND 24 STOP BAR-WH/TE�yQl (SEE DETAIL AT RIGHT) -_- I -x 40.50 1, - - - 38.4 / } / - - 0 51. exlsTlua I6 z.cP. / CONST. YIELD S/GN WEST I F' yq5 �11 CONST 50 L. F. t OF 4 SOLID WHITE I _ U.S. # 1 PAVING SPECIFICATIONS 1 tuv = 34 Z,S.IUV = s3.Z5 eleu FUTURE 15 A R/W LINE�y� Cb►JST. SWALE 30 coNST, So L.F, of f8"O a.c.c.M.R _ PXI5TINc, SHELL I DRIVEWAY CM5T, %IALE YIELD W3-2 , DRIVEWAY �Iti (IN ONLY) (5EETYP.SECTION ABODE) 30"x30" R/W SEE TYP. 5ECTIOW ABOVE) w/4:1 MITERED SAID SEC•TIOKIS RJW SURFACE: MATCH EXISTING TYPE AND DEPTH OF ASPHALT 1O 3 1/2" MAXIMUM, 2' MINISMUM gY O'fHEPS � . -.. RIGHT TURN LANE. / CONSr 85L.F• t OF 8" / l / CONST. PAVEMENT DIRECTIONAL - --- 100E . INV. ° 29.7 S. IA1V. = 29.0 NORTH F� OF TAYLOR ARROWS (TYP.) PROPOSED EXISTING (TO REMAIN) PRIMER: A PRIME COAT OF SS-1H FTMULSIFIID ASPHALT SHALL BE APPLIED AT A MINIMUM / SOLID WHITE (TH£RMOPLAST/CJ RATE OF 0.10 GALLONS PER SQUARE YARD. RASE: EASE SHALL BE 8" LIMEROCK OR CEMWIED COQUINA SHELL MATERIAL, COMPACTED TO CREEK COMMONS - coSOL WHI ! OF /8 / SHOULDER LEFT TURN LANE RIGHT TURN LANE 98% OF MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180, AND EXTENDED SOLD WHITE / �,. GRASS 4 VARIES 12' 12� VARIES V 40' `: 6" BEYOND THE SURFACE COURSE. / " MEDIAN PAVED 0.12 LANE Q LANE 0- 12' PAVED COI,IST: 70 L..F, OF IS Sb B.C.C.M�F'• SHOULDER 4 ¢ SHOULDER SUBGRADE: SUBGRADE SHALL BE STABI=ED 12" THICKNESS OF MWUI.AR MATERIAL, EXTENDED `•0/ 4-1 MITERED EMO Ser-moi IS SAHOULDER(EXISTING) 12" BEYOND THE BASE, HAVE A MINDIN 40 L.B.R. AND BE CCPPACTID TO 98% OF -PROPERTY LINE OF OUT PARCEL # 4 36, W. Mv. = 32.7, S. IUv, =31.8 MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180. SUBGRADE SHALL BE l THOROUGHLY ROLLED IN ITS ENTIRETY WITH A MULTI -RUBBER TIRED TRAFFIC ROLLER BEFORE ANY FIELD INSPECTION IS MADE. ` `((v' ,' FT. T SECTION 120 SEED AND MULCH OF PKOPOSED 'SWALE SHOULDER: To BE ODNSTRLCTID IN ACCORDANCE. WITH F. . IN ACCORDANCE WITH F.D.O.T. SECTION 570. SOD ALL SLOPES STEEPER THAN 4H:1V IN ACCORDANCE WTTH F.D.O.T. SECTION 575 (1982 EDITION)• - Tj. 6Xl STIUG EX15T '2o1 ± WF-5T R/W SCUT!{ WHERE SHOVN ON THE PIANS TO' THE DIMENSIONS SHKMTI ON FSoUND I WEST EDGE PAVED SHALL BE CONSTRUCTED OF PAVM�T. f� SHOULDERS: THE TYPICAL SECTION. ASPAALT AND EASE MATERIAL SF�W BE CONSISTENT WITH mtxF. EXISTING' ROADVIAY AND SHALL BE rMFS CCTID IN ALt.DRDANCE 4TPPH THE LANES - - U. # I PM •T`- HAT. GRD. SECTION C - C SCALE : 1"=10' LAJI R/W LINE jj *-.' SLOPE VARIES (6:1 MI ISAW -CUT EXISTING E.O.P. B MATCH N.) 4" BASE EXISTING SLOPE 9 SECTION PER SPECIFlCATIONS 12" SHOULDER _ ASPHALT- 2'-31/2' a POSTED SPEED L/M/T 45 M. P. H. (TYP. ) r , 2/5L.F. OF 4 SOLID WHITE -x2423+ t glbo< Z CONST. 80L.F.t OF 4"SOLID YELLOW NS • %�5.9I CONST. / � -- -- - -- 250 TAPER - x -- -- �I2 -- STOR GE 2 / 5 A / -- 2 ,.; _y�"*s..e._....... SAW CUT AND MATCH EXISTING EDGE OF PAVEMENT B SLOPE, ,, x ,:., °. a a & :.:? „ $>'•, , �., ,ram, .: �.. aIs•s.!?".��:.�a"u:, _.z,r 25.75 / CONST. 250 L. F. �; ,.:: ".®x �,... „" 'e,R „ x ..a: .�,w, ..® ` yy ,;�:6., c ,4 �`'®E d bi`5�'$'&��3 6 "Yq"+^��P' OF 4 " WHITE x - SKIP 8', /O 24. 34 23.44 - $ _,:» x.a ., _ , Q s',�;Q a Q �..,a.c .�A.a.�ecs:,- ..a.w.a�wa -- c.. _,.:, ,�,,�,,ym, ,.a,'e'^ , .;. _.. ,... ,,, ,. ,.. ,, c,.®.: ,,, "f• 9836 9 8 �d ai U.S. HIGHWAY 1 x� C $1 (E OF PRDP05E0 5WALE -se---- sEAO xZq 26.4 , 2ON+- _ r _fill, 30, PAVEMENT= •.Jp � - TOP OF SLOPE -� G TAYLOR CREEK COMMONS „s„»ua� ®®f��a''•,�xA ...✓�a� ¢e':�& ®& - x 23. 5� S. R. 5L_�_2 ----- 0 /2' PAVEMENT 4 � PAVED SHOULDER- - - - - - -_ _ �23-q6 5'R.�-------------_6�-- - �y -�'- STOP SIGN AND 24 STOP BAR - (SEE DETAIL AT RIGHT)-- . �---- R/W LINE COI45T SO L.F. OF 15" 0 B.C.C.M•P W/4:I MITERED EJJt> S£GTlows W. IWV. = 2(0.4 , 5. IKV. = Z47.3 U.S. HIGHWAY # 1 MATCH TO EXISTING C, BADE U.S. 1 TYPICAL SECTION ( SOUTH - BOUND ) �c SCALE - 1" = 10' CCT FORT PIERCE FLORIDA I PAVING , GRADING and DRAINAGE DATE BY DESCRIPTION REVISION FIELD: DRAWN BY: 2. D. H. CHECKED BY: T. L. K. DATE, 0 - 5 87 ASVMALI -L -al/2 8'. BASE SUBGRADE I 1 SLOPE TO MEET NATURAL GROUND AT R/W,MAX. 4-1 5EE pRopOSED SWALE IM SECTIOLI A -A ABOVE W O 0 cr m Y W W CC U CC O J } Q F LL O 0 Z W CC O Z LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 JOB No. 59 - 040 SCALE: AS SHOW U I DR. NON �.. ii . t'.c .. ...:. .. v t .s... �..: 3 t ...r..,. v, . , .: ...,.I r �,..... a ...soy .. ., Y �. c r, , I. a7411, F a .... .: v ..... iVY..... I_ , h. `JsS' <.,.. - . . .. �G .. - �, . a'..,. .., .... , ..e. , - , .... .. ..... .. < ... .. n Fe' ,.. ,, Q u .: }' v. .. F"K' v . tr^ l.. ....1. _ . ..=0.. ..., .. ,. .. ,.v..s it , li ...... .. ,� ., .,. :.--trr� -nscr »� r ,..� -: T. .fir,. :.. .... ...:. a. ..._. .. d, _„ , , �.: ,. .n ,, �.. ...._. .. .. * r. _ . .. LN. .. ... r,..Y. Y <. d . _.. t., I'd ._. f ': .$a ,:.. rF.. <,._. :�',5,._..li ,.. ...... ...h'... ..,u..... 3 %k; a+..r. :, ._.., n .. .., :. � �:, e h �..<4 Y1+rs,.Bww.. �...aitm"m.ani.... a asps- `rv3 .:'r ... _. al .. wx,.a,... Te,a .... x s. .. 0 2 P . m , ,. a ..;:' }.. 3V. .' ._. h. ,. .,. r, ��... pp. c.... ... rr n.: ,� I. .. �,�..u' �FJ .�� �. '. _..� 'S SS_ry� dE'. 7 ......' RINKS x .,. I / { ¢� a r. vu�i?�IX4to-i: 1'S I No i � r L NITC TOO SLAG NOT SHOWN FOR CLARITY. PLAN LOCKABLE '.., . . ­ . .. . ALUM NUM It in - .. SAFETY .RAIN HOQ 45 AT 12" EACH WAY (SEE 'TOP SLAB REINFORINO CABLE NOL DER_ PLAN FOR ADDITIONAL STA NLESS STEEL INFORMATION; ;URGE BAR BRACKE FINISHED GRADE 1/2" !-- A" ' ELF.. RICAL CCNOUIT 8' I D. PRECAST WE' 1-�' WELL SECTICN, ASTY I 1 ! 90' a C 478 W/ AMERON BEND "T -LOCK" r I STAINLESS STEEL I I SENSOR CABLEI CHAIN OR CABLE •I �... ' I - NM 2� PIPE AT POWER CABLE----� I 02 SLOPE `• TO CHECK ' �« !NFLUEMT 8 •� J VALVE P� ALARM a $3 MIN D I OI SCHAR LEI LAG PUMP ON _ _ i ; _ _ �, PIP!NG 711GE ,. Si a LEAD PUMP ON I: L ! • STEEL GUIDE ' _ $LTV.-6 - - - I �. BAR WITH 1 a INTERMEDIATE. PLMP OFF „ --__- I SUPPORT REDU I 4'x6 GROUT FILLET �175 DISCHARGE HEAD B MIN T CLR. 'U U' S' CLRL I.+ il'-4�30. -Ak 05 AT 12' EACH WAY TOP 6 BOTTOM NOTES LALL INTERIOR CONCRETE SURFACES OF WET WELL WILL ' BE COVERED WITH AMERON "T" LOCK INCLUDING UNDER SIDE OF LID. LIFT STATION SECTION r, ELEVATIONS_ DESCRIPTION A 17.0 TOP SLAB FINISHED GRADE B 8.0 INFLUENT 9 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 H 0.33 BOTTOM I TOP OF BOTTOM SLAB- 11.0 - VALVE PIT ELEVATION SCHEDULE f UNAFLEX STYLE 811 ' 3150 COUPLING - 6" OSBY RESILI NT SEAT GATE VALVE 4 CHECK VALVE 6 FORCE MAIN -I" THREADED. CORPORATION i STOP W/PRESSURk CAL FILLED I` GAUGE 6 TEE 1>r I Iu ;rB a L- og,�IIF ---- -� PLANI NOTES I. TOP SLAB NOT SHOWN FOR CLARITY. 2. VALVE!;, PIPES a FITTINGS ALL 6" I.D. t OCKABLE 30%48" 05 AT 121. EACH WAY TOP 5 ALUMINUM COVER BOTTOM (SEE "TOP SLAB 01 COMPANION FLANGE EL. REINFORCING PLAN" FOR WITH BRASS NIPPLE I7.00 ADDITIONAL INFORMATION) TO QUICK CONNECT 6"- FEMALE QUICK COUPLING : CONNECT COUPLING WALL CONNECTION f 6 6' WITH PLUG(4') CHECK UNAFLEX VALVE COUPLING -�- EL. 2"PIPE 0,02 SLOPE GROUT FIL ET 8" 2.0" PEA TRAP T 7. - E101, 2 CLR 3" CLR o'' • '� - 8-4�SQ- IP 5 AT 12" EACH WAY VALVE PIT DETAIL 6X4F REDUCING ELL , =XIST. GRND. ALL BOLTS E, NUTS TO BE 304 STAINLESS 40FT. rI"'fit (t)19.3 NG.V.D. MIN. FLOAT SWITCH. CABLE 40FT MIN, CORD ON PUMPS` LOCKABLE �".` � -" ` A L'.: u'N„M C:vER, COMPLETE WITH 'ALUMINUM COVE 4,� COMPLET£(WiTH STA: H_E55 $TEFL ACC ES SOR'ES� STAINLESS STEEL ACCESSORIES 5'.LONG � 1 I _ s 5 (TOP IS � CT :-5I: ".5 LONG !I N5(TOP E BOTTOM) c 5 LONG 2 �115 (TOP 9�4 a<�,r oS- N5'L a BOTTOM) J SOTTdMI EACH ".:, 2-.05(T OP 8 BOTTOM) a S LONG 810E OF OPEMING EACH SIDE OF OPEN TOP SLAB WET WELL TCP SLAB VALVE PI'T Will, i •Yr COVER a OPENING IN TOP SLAB SHALL BE LARGE ENOUGH -r TO ACCOMODATE THE INSTALLATION OF 6" SEWAGE PU M P S(ULTI MATE) /HERSEY FR/-IREOUCED PRESSURE VALVE, BACKFLOW PREVENTER I I/2° HOSE BIBB-GLOBE }VALVE TYPE, BRONZE HOSE tlltln 70 BE /FASTENED TO a r CONTROL CENTER SADDLE CLAMP SUPPORT POST I V2"G.S. PIPE --�_^ k2t b BREAK T 0 F " FUTURE L SLIPPY LINE TELEMETRY t ��7 CA 6.INET (AT FIN. GRADE REAR DOOR)-, 1I \ PCI•ER CO. a., METER - I ALARM HORN I HOSE BIBB' DETAIL !/ CHECK VALVES M & H OR CLOW W/ LEVER 4 WEIGHT GATE VALVES O.S & Y. KENNEDY OR MULLER GRADE TO MATCH EXIST. GRNO ELEV aT 6: I OR FLATTER I N LIFT STATION SHALI BE SET TO GRADE. UNAFLEX STYLE 3150 F L E x 18 L E COUPLING MINIMUM G- \ DI FLO PIPE FLOW - EARTH SIOE, kik 4 ♦ P ` ,.., 2'-0'VAX MIN B DI F a LG PLAIN IJ^ I ENO PIP[ NON-SMRINK GROUT) •5� V L_JIII FLANGE AOAFTER RU88ER RING GASRET­l� -IN TERIUR SIDE OF VALVE PIT WALL CONNECTION I ` B ! C WET WELL PIW(R CABLE I j' _, ...__..... _- 11 4- IQ 5 HOtl'1 IF STAIN, I SS ',I I 1 - ANt HO' $HAI I O! DR11 ; I I1 A M.NIM1 M If 4'1 SO M ,'.I WE T Wf Lt B HI'. SNAIL GRI III I IN Pk ALE WITH RUN `,HHINI( AL AN, HOR AOL TS, NUTS B *A•,,,I RS `70 BE STAINLESS STEEL ---- DUPLEX PUMP IN'=,TALLATION LIFT STATION CONTROL PANEL REQUIREMENTS: THE LIFT STATION CONTROL PANEL SHALL BE PROVIDED WITH THE FOLLOWING ITEMS: A. LIGHTNING ARRESTOR. B. PHASE MONITORS. C. PUMP RUNNING LIGHTS AND LEVEL LIGHTS WITH PUSH TO TEST -CAPABILITIES. i ') D. ELAPSED TIME METER FOR EACH PUMP. E. AUTOMATIC PUMP ALTERNATION CIRCUITRY. COMPLETE WITH TEST SWITCH. F. HIGH LEVEL ALARM LIGHT WITH -FLASHER (C.LEA,2 LePS WITH RED 13ULT3) See sheet 9A) - r_r« AYLOR CREEK COMMONS LIFT STATION r ALARM LIGHT—'gg (SIDE MOUNTEq:) VENT HOLES WITH SCREEN NEOPRENE BASKET FRONT DOOR (PUM CONTROL PANEL ACCESS) DOOR EQUIPPED WITH r:P LOCK TYPE HAND LOUVERS BOTTOM• 1 OF DOOR WITH ' ® SCREEN' L 1-1/4' FLANGEINSIDE x, y NOTE ATTACH ENCLOSURE TO STEM WALL WITH A MINIMUM OF R STAINLESS STEEL DRILLED ANCHORS ENCLOSURE FOR CONTROL PANE'`L'.,, 1 S R WAS 0UAt < s, vANE;• S F NISHED GRADE CONCRETE STEM WALL o I 1 I i a" 40 :FRONT VIEW NOTE ALL BOLTS, NUT B WASHERS REQUIRED FORS�ASSEMS.LI': FRAMING SMALL BE STAINLESS STEEL CONTROL -'1 FUTURE " PANEL I TELEMETRY II. I PANEL --� 9 SETS -SST ANCHO.. ` I BOLTS 41' HARDWARE (NUT, CUT LOCKWASHER 1 L I, B FLATWASHER) 1 1 � i7 VIEW 'EIIIIIIIIIIIII Ev;UIPMENT MOUNTING 'RACK oc ; 0: M 0 5 10 �20 i ! . °JMPSTATICAI S PANEL ENCt�F w I y. - SCALE Ia=10� F,JTURE TELEMETRY CABINET SNOWY FOR Z PLUG FOR FUTURE EXTENTION, INV.=8.30 1 I I ' �YE MA ♦ HUB I I .f CONST. 20 L.F OF o----� S`2 1/2" PV C,IN4 ac L ! UNION 8 P.V.C. a� 0.44 /o NORTH Ii OF TAYLOR �' I` , CREEK COMMONS CROUSE-HINDS EYS CONST. FIRE HYDRANT COMPETE MPE ��WITH SAMPLING POINT L / RUB SE Ll. B ST04'. f H 134-T? "r Y 18•g 8A PLUG WITH 1A Sf ALINO FITTING GENERATOR RE CEPT4 I _ SUND PLANCf� T� FINISHED GRAD " .1. _ W i fi " P.V.C. WATER MAIN r CONST. II'x 18' ASPHALT DRVEWAY SAODLE `F TAP _ GROUND NO � PER PAR ING LOT SPECIFICATI NS o AND CLAMP-- -_, -� Td 'W E'TWE N C - .»" MH.N COLLECTION TAP TOP=IG.15 W ST. 1V2"W.C.SERVICE °! INV.=8,10 8" P.V.C. GRAVITY SEE SHEET TO SERVICE ENTRANCE - « -� szI SEWER MAIN N0.8 AND ALARM T MIN 2.1�y ' o BAN. :LIGH -� CO NST 8 L.F. ± OF 'a ' 10 B" P.V.C.@L25 I6.8 WA FM M �II - - k- 6 ° P.V.C. FORCE MAIN ' P Q1 ESOP I REDUCED PRESSURE VALVE BACKFLOW PREVENTER ALL FEEDER CONDUIT ENTRANCES SHALL BE STAGGERED . I 75 I 00 �yL6 I PIT` FITTINGS FOR EASY REMOVAL. FOR SERVICE ENTRANCE AND •SF, I I I ALARM LIGHT ONLY, A NEMA 4X HUB IS REQUIRED (NO HOSE BIBB (SEE DETAIL ABOVE) « OR UN,IOM)- ---� CONTROL PANEL `CONTROL PANEL ELEVATIOPk( 351 x 35' SITE TO BE _ DEEDED TO F. P. U.A. PUMP SC14EDULE SIZE I GPM TDH RPM HP REMARKS 41, 1 411 195 41.0 1-150 5 R43E1­1502 2 4t1 195 41.0 1-150 5 R45E.11150Z ( PUMPS E5Y PFA, 30DY L3A21JES� 9-22-09 2.[7-1-1. FLEYIE,101.1 AS .pee FPU.A• .. 9-14-&9 R.D:N, REVISION AS PEP- F.P.U.A. DATE 'BY DESCRIPTION REVISION i SLOPE TO NATURAL GROUND LOCATION -PLAN­ t L etl" o- DCT,G 3 1c, FIELN DPAWN BY: R. D. H. CHECKED I Ya DATEI 15T 3 - 19$9 ioR No. 8 9- 0 4 0 >ul LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS A SURVEYORS TO CENTRAL PARKWAY 2222 COLONIAL ROAD PO. BOX 727 SUITE 420 SUITE 201 IU►ITER, FLORIDA 33465 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 34980 SCALE, AS NOTED 011. Na 89 - 040 - 9 SNE _-j-N -a �II (---EARTH GROUND NEUTRAL IFAPPROPRIATE o=PHASEMONITORBYPAS NEUTRAL t�� o x=ransEMovITORBrrnssrn NEUTRAL 23VAC _ _ - CENTER PHASE HIGH PHASE' 13 1. 14 y.� 3A' FAN - --- - - - Cl �cI Rt �� BLOCK - 4WIRE -1 rnI BM O - -- ��BPMEll Bz r - - r - _ O If tz BC �p LIGHTENING �j� BR I----- I --�-- -- 6 2 u 9o-[GI 3 ARRESTOR _ I t { I 5 0 3 a Fs-4 ALARM DELTA I , I, Ij I �lI I a o 9 G- 303 BE \y / GFI L �\ -J I ( I*il I t I cl 2 8 8 9 FS300-G 10 '' TO J I 1-d� It - I t 7 7 FS-2 LtiAD GENERATOR CONTROL QI - o0 " RECEPTACLE 3 4 5 - I'1_I ram- I IN"IRIN�CALLY 9 -T-0. s Y Fs-1 b orF IS1 I I S2 MOD MODULE �; TO EARTH GROUND PHASE MONITOR I s"'+ CI O is Mt 1."h hi - - S x n 4h. IIP t 12 2 MI - y 3 I TIIP.RMAL 17 1 A 16 s 9 a 22 10 ell - A SCE NOTE 20 21 �G6 n F I Jt ��� 6 O. 2M VAC 3 PHASE 4 WIRE POWE � k£ � a_ _8 ue�"r ' �i 4 M2 ALTCRNATOR TIICR,'vIAL Ott x�"'s: M2 1. D. SQUARE D # 01.5 QOU 1 315 Q2 OOUI 320 03 QOU 1 330 Q4 OOUI 340 Q5 QOU 350 Q6 QIU 360 07 QIU 370 08 QIU 380 09 QIU 390 Q10 QIU 3100 F 1.5 FAL 34015 F 2 FAL 34020 F 3 FAL 34030 F4 FAL 34040 F 5 FAL 34050 F 6 FAL 34060 F 7 FAL 34070 F 8 FAL 34080 F9 FAL 34090 F 10 FAL 34100 Q212 02L 3125 0215 0 2 L 3150 0217 02L 3175 Q 220 Q2 L 3200 Q 222 02L 3225 K12 KAL 36125 K15 KAL 36150 K17 KAL 36175 K20 KAL 36200 K 22 LAL 36225 K 25 LAL 36250 L 30 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.-ILSCOI PDA-11-2/0-1 TYPE B 350A 1-IL CO 1-ILSCO PDC-11/2/0-1 TYPE C 620A 1-ILSCO PDB-26-350-3 1-I1-SCO PDC-11-2/0-1 FAN BLOCK SCHEDULE # SQUARE D# SIZE 1 8536 SC03 2 SDO1 2 3 SE01 3 4 SF01 4 5 SGO1 5 '5 STARTER SCHEDULEA Qs . . 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 80X5OX40 ENCLOSURE SCHEDULE 23 z C2 25 SILKNCF R2 Rz R2 2( 26 SEAL FAILI 62 K -r TOTAL SEAL FAIL STANDARD 27 ♦ �� � 1 SEAL PAIL 2 62 Kai 'f0'PAL c1 oslu 2 7 5 6 8 2 SEAL PROBES O 2>9O1, .9 N3 30 SEAL FAIL _ SEAL FAILI OSRI OSR 2 2 7 5 6 8 31 OIL SEAL PROBES ��,� 2 ,O 33 SEAL FAIL osxz VOLT H.P AMP BM/BE B1/132 M1/M2 ENC FAN 1 3.6 01.5 01.5 1 A A 1.5 5.2 02 Q1.5 1 A A 2 6.8 Q 2 01.5 1 A A 3 9.6 03 02 1 A A 5 15.2 05 03 1 A A 230 7.5 22.0 Q6 Q5 1 A A 30 10 28.0 09 06 2 A A 1 5 42.0 Q 212 Q8 2 B A 20 54.0 Q 215 Q 10 3 B A 25 68.0 Q 220 Q 10 3 B B 30 80.0 0 222 Q 212 3 B B 40 104.0 L30 Q217 4 C C 1 1.6 F 1.5 F 1.5 1 B A 1.5 2.2 F 1.5 F 1.5 1 B A 2 2.8 F 1.5 F 1.5 1 B A 3 4.2 F 2 F 1.5 1 B A 5 7.6 F 3 F 1.5 1 B A 7.5 11.0 F4 F2 1 B A 10 14.0 F5 F3 1 B A 460 15 21.0 F6 F4 2 B A 30 20 27.0 F9 F6 2 B A 25 34.0 F 10 F 7 2 B A 30 40.0 K 12 F 8 3 B A 40 52.0 K15 F10 3 B A 50 65.0 K 20 ,K 12 3 B B 60 77.0 K 22 K 15 4 C B 75 96.0 L 30 K 20 4 C B 100 124.0 L 40 K 22 4 C B 1 3.5 Q 1.5 01.5 1 A A 1.5 4.9 02 01.5 1 A A 2 7.8 03 02 1 A A 3 11.0 Q4 03 1 A A 5 17.5 06 Q4 1 A A 208 7.5 25.3 08 Q5 1 A A 30 10 32.0 09 Q7 2 A A 15 48.0 0215 010 3 B A 20 62.0 0217 0212 3 B B 25 78.0 Q 222 Q 215 3 B B 30 92.0 L 30 0 217 4 C C 40 120.0 L 35 Q 222 4 C C POWER EQUIPMENT SCHEDULE ENA J ml C2 C2 C2 cz C2 Cz # COLOR 1. 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 ORANGE 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 / # 3 121 DARK BLUE W/ #1 22 DARK BLUE W / # 2 131 BROWN I W/#1 231 BROWN I W / # 2 COLOR CODE X'FMR (460 ONLY) ISU R2 T.B. 1 2 BACK PANEL N.T.S. 001 ❑ ❑ ❑ ❑ ❑ B B B B BM BE TR PM C R yN P�5 NP4 B1 B2 NP6 1Oi i O NP2 NP3 RESET 0 0 NP1 00 NP7 ETM ETM ETM 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 INO R1&R2 AA ELECTRIC AAE 301 ET HECON TO 62-1134 BC/BR SQUARE D QOU 115 BTR KM PKZM 1-4 BPM I KM PKZM 1 -.24 GEN REC'P I R&S FCR 3134 WIRE # 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 8 OTHER OIL SEAL 2 9 t2 31 32 TERMINAL SCHEDULE JUMPER IF THERMAL NOT IN MOTOR�� M.E. SlAtpl DERS QCT Q 3 1239 #38314 SILENCE A HORN v SILENCE v v v PUMP 1 HAND OFF AUTO v V PUMP 2 HAND OFF AUTO n HIGH n LEVEL ALARM PHASE MONITOR n BYPASSED A ►1i BLUE NP 2 ELK.. N NP 3 BLK NP1,2,3,4,5 -- 7/8" X 2 3/4" NP 6 PUMP 1 STANDARD PUMP 2 RED OIL SEAL FAIL n n NP7 U ELAPSED TIME v 7/8„ BLUE BOTH 1 2 I- 6 1 /2" -i NAMEPLATE SCHEDULE NOTES: 1l. OIL SEAL FAIL 4 a) IF MYERS PUMP USE26&27 b) IF OTHER PUMP USE 28,29,30,31,32,&33 -• - a -- - 22. JUMPER TERMINALS IF THERMALS NOT PROVIDED IN MOTOR. 3 ONE (1) PUMP ONLY ON GENERATOR (POST NAME PLATE ON DEAD FRONT STATING SAME). HORN AND LIGHT SHIP LOOSE. INSTALL RECEPTACLE THRU LOWER RIGHT SIDE TO PLUG LIGHT AND HORN INTO. A ALL WITH 115 VAC COIL. SUPPLY HEATERS TO MOTOR PLATE AMPS. A7. SHIP GENERATOR RECEPTACLE LOOSE. & ALL GROUNDS MUST BE 25 OHMS OR LESS. NOTICE: FT. PIERCE UTILITIES AUTHORITY HAS STANDARDIZED ON THE DEVICES NOTED FOR PARTS & MAINTENANCE PURPOSES. NO SUBSTITUTIONS WILL BE APPROVED. 9-14-39 THIS S1A1-r.T ATl�-A�l> PCTL FFUP. REQDEST TL-v- NO. DATE DESCRIPTION BY CKD. REVISION - -- LI FTSTATI ON CONTROL PANEL TAYLOR CREEK COMMONS FORT PIERCE , FLORIDA UTILITIES ENGINEERING FT. PIERCE UTILITIES AUTHORITY SCALE _ JOB NO. OR. BY WO NO APP. BY DATE FILE NO DWG NO. E 09 -040 SHE -ET --NO 9A of 1 GC.' R/W - SOUTH hSANDRIIII ROAD (OLD �U S. #1 )� � R/_ TION 01 ORTH SANDRIDGE ROAD DN SHEET 5 NE CTIOU and R/W ITI FOR SAWORIOGE OAU) <o' I O' I O' 6' _ ITI FoR SAJdDRIDGE ROAD 1 14' FOR 5UWI.IY LANE SHOULDER PROPOSED PAVEMEIJT 5HOLi 14' FOR SUWWY LANE I STAbIUZE TD FB.V. SEEo,MULcH QFERTIUZE W11HIu THESE UM(TS (TYP.) 1 of SWALE 5Oj SEED,MULLH OF SWALE (O' FOR 5ANOV_tDGE ROAD T. PROPOSE GRADE ( MgTILIZE(M..) -- T' 101 FOR SALIORIDGE ROAD TI FOR. SAyµ WY LANE LINE OR P.G.L. 71 FOR 5UUWY LAWE T VAT. CIJHlST; 54141E �LiULATOP�SFFf P(;aNS GROW W I PIP. _L/ ELEVATIDW GRID. 31 I (SE DETAIL f58.17W)I I/ I/4"/FY. 1/4"/FT. _ ) /111 1'/ /` IL EXTEUDfSASIG, 4 5/G SHONE TO WAT GRD. (TYP) wl I I/¢"ASrkAI-TIG CONI'E 5-1 4.( ,. ,. ; ? G" UMEROCK/CYJQUIWA RASE NOTE : 9- MODE AWY PI MATERAL�A-2-6,A-Z7, (DEu51TY JJAE AS FOR 5/5) ,r ,� • A-,4 ,A-5, A-G, A-7 AuD MUCK.) WmIW 5, OF THE B" STABILIZE 5LIE5GRADE (FB.V. TQ FIW5(ED ROAD GRAbE AWO REPLACE WITH A-3 DEµsITY SHALL BE 98 / OF MAXIMUM MATERIAL f'GCORbIUG TO D.O.T. SPECIFICATIoµS. TYPICAL ROADWAY As DETERMIWeb BY AA5HT0 T-IE0 METHOD. Y SECTIONS OF CONSTRUCTION ( OFF - SITE ,�, :, n ;; ._ •. nI'.� NO aI curs 4 N T S Oil �R/WI LIQE A1.IDTOP OF SLOE FOR SWALE Ni R25D3-F WITH..C. GRATE OR NANHOLE FRAME AND COVER TO GROUT P .•m1d �,«."s r `n¢sn ,r --. ,:` .c;r>•1``Ys3 APPROVED -CUIVELAUT- ' ' i U.S. FOUNDRY 6 MFG. CORP. _ _____ , f/�� /`�/,� (/'� -!/t DRAWING No. 55•A OR EQUAL ,,...------- 6"MIN. SFWMD `.r f.5 R/W INLEr LLS YNTO BE PRECAST OR FyRzcD_w_PLACE 6 REINFORGEC CORD ` 4 0" K� Sc£D FESLTILIZE'S MuLr-H ALL g AREA5 DiST D IN C-2g R/W W EaEV, 15.5 P,,/ DE51G1�1 WATERA / �\� r \\ o Y c CoNST• A 6 X I' °OLAI` LVi DFZAlN" C TOE oP SLOPE. ALONG C-295 ANfl FPFwcD c-1 cL p R/w C %" WA5HEZD GRAVEL WRAPPED IN pILTC-R CLA-V cc 5 I --r•�--�.-kr-••���-,-•--ram•-,. Ma16AISI IY AC EF41 MY 0- TYPICAL 4 FT. STORM MANHOLE T� NV.=( )2.5 �j BOTTOM OF I S/or III I ,� 'I STAGE 3 rFIN15H _ _ s' EART}iEJJ PLUG: � BACKFILL LAYERS � GRADEE ____ :C NOT TO EXCEED E IN LIMITS OF TRENCH THICKNESS , FROM 12" ABOVE PIPE- m \ BACKFILL LAYERS NOT TO STAGE 1 2"-p i2 EXCEED 6" IN THICKNESS TO 12" 9.AND SHAPE TO CONFORM TO PIPE COMPACT HAND PLACED I(MA%') `}ONOBOTHVE I SIDES OF PE AND EPPPE LEVEL SWALE MAx.I SELECT MATERIAL \ PEAROCK FOUNDATION - < WHERE NEEDED .;� _ ' _•_ n NOTE 1 0 •\ / 'r-N-�"7T ALL BACKFILL COMPACTED TO ILLo `\� j, 1 UNDISTURBED EARTH 4 IOC MAXIh1UM DENSITY AT. OPTIMUM MOISTURE AS s DETERMINED RMINED BY AASHTO T-99. J it Ii III MAX. C. F. TYPE INLET "A" I. "C" "D" GRATE APPROX. WT. 15.65 C 2-4 3-0 2-0 3-1 235 -LBS. 23.49 D 4-4 3- 4'-I 3-I 380 LDS. 35.23 E 3 -4 4:-4' 3'-0" 4'-G" 465 Li 58 20 H 3 -4' 6'- 6 3'-0' 6'-7' 725 LBS 1I I�L I M175 OF SOD I EDGE OF SHOULDER AUD TOP OF SLOPF_ FUR EL14LE N OTES:(1) ORATES TO BE CAST IRON WITH ONE (1) SHOP COAT OF RED LEAD PAINT AND WITH A FIELD COAT TO MEET FLA. TYPICAL STORM SEWER PIPE BEDDING DETAIL N. T. S. MININIFI CHECIi FOR INSPECTION OF THE PAVIN"i MID DRA194GE 1i`PR3vEPBr5 THE CONTRACTOR SHIAII NOTIFY THE ENGINEER OR HIS REPRESENTATIVE (451-2450) FOR INSPECTION AT THE FOLLOWING CHECKPOINTS: 1, AT COM'ENCEMFNT OF CONSTRUCTION. 6. AT THE TIME OF DELIVERY OF BASE MATERIAL. 2. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED 7, UPON COMPLETION OF THE BASE AND PRIOR TO PRIMING. PAVING AND DRAINAI 8. IMIEDIATELY PRIOR TO Aim UPON THE FIRST APPLICATION 3, PRIOR TO BACKFILL OF TRENCHES CONTAINING HYDRAULIC OF THE PLNti-MIXED WEARING COURSE. CONDUITS, SO THAT JOINTING MAY BE MUTUALLY APPROVED. 9, UFaI COMPLETION OF CONSTRLCTION. A FINA1. INSPECTION 4. PRIOR TO CONCRETE POURS FOR POURED -IN -PLACE DRAINAGE WILL BE MADE WITH OUR REPRESENTATIVE. BTRLCTURES. S, UPON COMPLETION OF SUBGRADE COMPACTING. LYMENSKWS AND 01 1 T I,I O.Y. 5 Q•a I,/p• py. y,y, p.y. I. O.I. PM PUI W Ib. PIY IY P_M_ __M_. -P.'- IS -SIA' f59' _�. 1J - •.1Jr I 1i6 m .Y ti P_ _ ZS tJ1 _ t9 1°� �P - Ie e s.sT u�' 1 �lw _ 3 I -/` i3 I • " -I[- D.O.T. STANDARD SPECIFICATION -1 ARTICLE 971.1986 EDITION, sr� / •..era AaN ar,.r. (2) SEE DETAIL. OF OPENING i- IN INLET SIDES. •_, (3).BEVELED EDGES:ALL EXPOSED j J ;r CORNERS. P �-- '9""----__- / STANDARD INLETS 2 I/2"z 2 I/2°z I/4' Ai E---'-.m --`. CASTING W/3/16x1"x6"ANCHORS WELDED 6"O. C. tt ALL EXPOSED „ �� "-I -9 j w AND - CORNERS A 8" AND EDGES TO PE STANDARD INLET � - CHAMFEREO 3/4. COLLARS W/I N5b I CONT. ,gip �rrau r°r v•,m r 1. • <: �'L, B'CONC. WALL 6 ., ..' • F..•„? 9.. sA, FORMED -IN- :'•' GROUT IF ..�.. w '•r • r'#°,' , h, rm nEr-SIAG(E PIPE PLACE OR PRE-. L., PRECAST COLLAR. :y • Of CASTW/N"4� •V� 4. •�A R,., IS USED. .�. L nD n > 8 Q 12,O.C. E.W. " r •'P • :. WHERE MASONRY o. sI•• j I. AROUND PIPE •'1 �j�- - ,„,,,, IS USED, I/2' r A PLASTER BOTH SIDES IS REQUIRED.,• ,:rat ,; - awe? 5,weat Y* ,g ^ �.I, `I �� er.:Pa.l •� ,wmkl3"F •A s� :a 7. A �'''• 2 CL. 2 L.;, • '/ ! ':o •':J • • ,rlr ( r ssr . •sm.. l bF PyrrY rp.. aw s.r.r llP.y /ea N1<Y W.. W, I.b for YM1orr (N Sr.bI �r't .11w yy 11 Me b:Yr. 8 R �-_- secrrw }BARS TYPICAL SECTION OF CONCRETE MITERED END 12 O.C. E.W CROSS SECTION a LONGITUDINAL secTloN ROUND CORRUGATED METAL PIPE N. �Y INLET TDETAILS` ` INDEX No. 272) N. T. S. n ' { .� �r�pL..�H�ivllle" Ib h . 9-Z&-69 R.D.N. OUTFAL 0"_1ROL5TIZUCTUVE PER S.F.W.M.D. DATE I BY REVISION DESIGNED: T. L. K. DRAWN: R. D. H. CHECKED: _ M.S. k +Yn rS+ia.; f e i k st I ^iY epYu S, 19 4pI ^",' ...* -.., s n j 3 � " p r"'^� �'t •.�' i u�.F° �rRl'• 8�{1� �'Iti�'` N APPROVED: �- rI\ jy DATE REGISTERED ENGINEER NO.: _ STATE OF FLORIDA M.E. SAIN ,1 3� IfJ�i- FALL �701> FFFLYi 7110E.OF S(t-FE TO TOE- OF Si I7.5 L ei L S' 8- OF SEIZM= 22rj 71 CCNTPI�- STRLY.TLRE APaF�`� N`1AT. C�FZT7, TYPE "E" INLE.T ^• (SIRE 8-S 6E1DW%' ASO ALI DESRIs E>*Tt QO (SEE i)E.TLV L eeaxO <) WEIR CREST = 15.13 1$"MIN. CL• PCND eOTTOA•1=10.5 FRwA SLOPE 1NV.=9.50 S6m, FElM LI7E. � MULCH Olt, f 10 LF - OF 30'I ALUM• PIPE @ 10.9I FoN17 eV[TCAA RI V LAST SECTION 514ALL 5E ONE 20' LEJI<aTla OF CULVERT SECTION A - A SEE sHEET I.lo. H) . r OUTFALL TO S.F.W.M.D. C - 25 C TAYLOR CREEK 1)i Asphaltic Concrete a Type S-1 Slope Varins__� /6" Limerock/Coquina Base (Density same as S/G 0" Stabilized Subgrade (FBV 75) Density shall be 98% of Maximum as Determined by AASHTO T-180 Metho SCALE 1 10' I miff" AIOU TRAFFIC GRATE 3' Berm 25•YR./3AAf57MEV ELEV-19.5o(1'DP OF5FRUCTURE) (or as shown on plan) -1 k i s - t a aUP, qs� P 47"x[}1. feM.IiLUM. pEBR15 5AFRE w/OPEJU TOP 4' EdTTD,U $( - D TO 5T9IJCTUIZE FACE Backfill or cut i I , W/3/*" ,ALL/• BOLTS as required Slope to D.O.T.-TYPE B' Nat. Grid. at HE" IKILET 3:1 or as shown on plan o: C'3 t3 WEIR CREST 8-EV. = 15.50 r � NOTE: Erosion Control (except at n locations shown on plan) shall G" 6" be as directed by the Owner and landscape plan. (BY OTHEII lG a. POUD SLOPE Oki f / FACE OF STF1 MW--1•5.5± NOTE: RET'pVE ANY PLASTIC MATERIAL (A-2-6, A-2-/, A-LI, A-5, A-6, I I I I 30" DIA.CORII ALUTA. A-7 AND MUCK) WITHIN 36 INCHES OF THE FINISHED ROAD GRADE PIPE oUTpALL TO AND REPLACE WITH A-3 MATERIAL ACCORDING TO D.O.T. SPECIFI- I I TAYL02 CREEK CATIONS. 18" I 4' TYPICAL SECTION OF PAVED PARKING AREAS I 1 SWp f C In.r S.tb Bed O, 01 S.11 o ( curb? 5.1)Slw° 1 4 Y>• S• B � _ i A m i o , i , 4. , I 1 PP , B� e PLAN FLARED END SECTION (D.O.T. INDEX 8210) LINDAHL, BROWNING, FERRARI & HELLSTROM. INC- CONSULTING ENGINEERS, PLANNERS S 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 407-288-3883 407-48f-2450 2--*4 TOE Y SECTION AA N. T. S. FLARED END SECTION AND RUBBLE RIP -RAP DETAIL N.T.S. ALUM. CLIP L4) 3"x3"x %4", 3" LOI NOTES I. RIP -RAP INSTALLATION SHALL BE IN ACCORDANCE TO SECTION 030-3.3 BOLT TO w/3/4"SLOT(TYP)4-or&R.EWD. D.O.T. SPECIFICATIONS. w/ S/4NA(u. EM-T5 �+l WELD TO CORK. ALUM. PIPE 2. RUBBLE 'SHALL CONSI5T OF BROKEN STONE OR CONCRETE. BROKEN STONE % 901 CORP. ALu►d, PIPE 15 TD BE SOUND AND DURABLE, NITH A MINIMUM SPECIFIC GRAVITY OF I.A. PIECES %ALL BE ROUGHLY ANGULAR. RUBBLE Si BEA GRADED MIXTURE NITH E THWEIGHT OF INDIVIDUAL PIECES RANGING FROM 10 TO TOP VIEW 200 LBS. (C,"TO IS•DIAMETER), Ni MORE THAN 25% OF THE TOTAL VOLUME SHALL BE COMPOSED OF PIECES 113 THAN GO LB6. (121NCHE5). �- Top - OPEI.1 RUBBLE RIP RAP OVERLAP AND COVER (SEE NOTES BELOW) FILTER CLOTH -ALL EDGES LIMITS OF .RUBBLE SHOWN ON SHEET NO.3 G+� � EL. 12.50 III% 4' -(vH FILTER FABRIC TO EXTEND UNDER TOE WALL FILTER FABRIC: MIRAFI -100% OR EQUIV, lit TAYLOR CREEK COMMONS FORT PIERCE FLORIDA SdTTOM OF E.4FFLE s IJowM•LLY 6°-9" 5ELDw1 IµV. of OPEUING , ,JM OPEI1 FRONT VIEW ALUMINUM DEBRIS BAFFLE N. T. S. DATED : 5 -3 -89 SCALE- AS II SHOWN SHEET in --� }NMI 4 . , 7 B. a.DN.".. m•n.. .... r.e ",No. a IE•REETRAINEDJOINT » R �' - - SrN, 1]00 blot RxDdnV NsM• tlN ldlaw4p Jdnu mwlw ^�^�^�"^ mWM In Nl,ppllutlm„ AI Mb-Inin vM Ww. E.)Gp N)Tn. Wd. Br,mA i.l Ilup GI EJrr- a.wt m.rr, D.1 yl blou m uyd"m m�wuu 0.)Ons.lna. ud aw, L-MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING ( FT.) NON. PIPE SIZE SAND ELBOWS (deg.) VALVES TEKS DEAD ENDS 2 114 224 45 90 6 2 J 1 5 1 8 7 4 1 7 1 10 8 3 5 B 12 6 4 6 101 11 8 P124 4 7 13 20 14 10 5 9 15 25 18 6 10 17 129 1 21 VALUES FOR "L" ARE BASED ON .PVC PIPE AT 150 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 14 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 JOINTS ARE ENCOUNTERED WITHIN THIS DISTANCE, THE CLOSER TITAN THE MINIMUM RESTRAIN NEXT CLOSEST JOINT DOES NOT NECESSARILY HAVE TO BE ED DISTANCE (L) SHALL BE RESTRAINED. RESTRAINED BY MECHANICAL MEANS (UN1-FLANGE 1350 OR 1THRUST RESTRAINT RETAINER GLANDS(TYR)� Q::. •;• ,.�-:.;'.-;n}�... `'•, ZCONCRETE SUPPOR TRAFFIC AREAS GATE VALVE and VALVE BOX DETAI TRAFFIC TYPE PLAN METER BOX (D-112) FINISHED GRADE _ 45' PLUG 2" GATE VALVE BEND I II 11 r2'SCH. 40 PVC PIPE PEA ROCK \ OR GALVANIZED BRICK II IIII MJ PLUG TAPPED 2 SECTION NOTE: IF NOT CONNECTING TO MJ EELL W/RETAINER GLANDS AND M J PLU BLOW -OFF ASSEMBLY N. T. S. 9-22.o9 R.D.H. 2EVI6IoW As PEP- V.P.L1.A. 9 14 vy R.D.kI- fZEV I E I0A1 AS PER. F•P. U.A. DATE BY REVISION DESIGNED: T. L. K. DRAWN: R. D. H. CHECKI"D: M. S. SEE SLOWOFF DETAIL MECHANICAL JOINT RETAINER GLAND (UNI-FLANGE FOR PVC) PODDED TO PLUG ` xf, INSTALL ONE STD. PIPE LENGTH BEYOND VALVE x , ;: po 4- MECHANICAL fASSEMBLY TAPPED PLUGRESTRAINED BLOW -OFF 4 rg' ��4•f ^`+!1Wle� TU�'At'T'`A��t+ FINISH GRADE \ `/ j FINAL BACKFILL \� 12 BAICKFILL TIAL SPRING EMBEDMENT LINE\\ O \/ MATERIAL PIPE HING Y �DhDAX 111.6" \ j FOUNDATION (MAY - NOT BE REQUIRED) NOTES: I IN VERY POOR SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2 BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH 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 INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100 % OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. MAXIMUM TRENCH WIDTH 2 x PIPE DEPTH+W 0 PLACE AND COMPACT C IN 6' LIFTS " W 1� PIPE O.D.-F24 IN. i j w o w MAX. WIDTH a r- ? V z<w f ; c 12 12 ll �D`oo MAX MAX 1 n LL o W Z T z w D N �_ a HAND PLACED ELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL TYPICAL TRENCH DETAIL WATER MAIN COPPER TUBING OR SCH, 40 PVC Z 3 THE EXCAVATED HOLE FOR THIS .O INSTALLATION SHALL BE BACKFILLED TO NATURAL GROUND AFTER CORPORA- TION STOP HAS BEEN TURNED ON AND TUBING FLOWING FULL. -7117 A MAIN IN THIS STATE UNTIL SAMPLING HAS BEEN IT SHALL AFTER COMPLETED RE- THE AND APPROVED. -}` CORPORATION STOP-AFYER SAMPLING I IS COMPLETE SHUT OFF CORPORATION STOP, REMOVt TUBING AND PLUG CORP. STOP WITH BRASS PLUG. J@- • SAMPLE TAP LOCATION NOTE: WHERE POSSIBLE SAMPLE TAP SHOULD BE A FIRE HYDRANT OR BLOW -OFF. TYPICAL SAMPLE TAP N. T. S. APPROVED: ` . . I T ® 3 IKI A ' DATE #38814 REGISTERED ENGINEER NO -- STATE OF FLORIDA VARIES LIMIT OF HYDRANT ASSEMBLY REFLECTOR 0 r =� 2--3 n - RER, T Z 6" CATE4--AREAS-. L VALVE16"SQ.X4 s BOXCONCRET COLLAR UNPAVEI ,.,. TRAFFIC TYPE FIRE HYDRANT WITH 5 1/4" OR 6"VALVE OPENING 24" SQUARE A 8' CON-CRRETE COLLAR W/2-93 RESAR TEE-/ 3/4" STAINLESS STEEL TIE RODS (MIN. 2 RED ,0.) 15" SQUARE x 4" CONCRETE PAD NOTE HYDRANT ASSEMBLY MUST BE MECHANICALLY RESTRAINED TO TEE ALL FITTINGS TO SE MECHANICAL JOINT, EXISTING 18" TAPPING SLEEVE r TAPPING VALVE RETAINER GLAND NOTE RESTRAINT OF EXISTING PIPE MAY SE REQUIRED. 18" x 8" TAPPING VALVE F N. T. S. 'ittn4 LIMIT OF UTILITIES AUTHORITY INSTALLATION a-w-AW OSaY CATE VALVE SLEEVE WATER DISTRIBUTION SYSTEM NOTES 1. PVC shall meet the requirements of AWWA C 900. Theta+` appropriate class shall be DR 18, Class 150 for all 11 qJ lw commercial and industrial areas and under all street , t "4..�d6e.gkl.,tRcrOSs1ngS �a .5�..'�1` I 2. Ductile iron pipe shall be cement -mortar lined Class 52 " ix mechanical or push -on joint and shall meet all, requirements of the following: ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111/A 21.11 (for rubber gasket joints); ANSI/AWWA C 150/21.50 (for thickness Design); and ANSI/AWWA C 151/A 21.51 (for D.I.P. molds). OFL CAST )ROW 3. Fittings (standard body only) for PVC pressure pipe and D.I.P. shall be of ductile iron, mechanical joint,11''"a�Ila; 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/A 21.11. 7t •�,` �,^ 4. Installations o£ waterlines shall be in accordance withA ANSI/AWWA C 900 (Manual M23) for PVC pressure pipe, and C 600 for ductile iron pipe.,x 5• All water mains to have a minimum cover of 361 unless 4'I otherwise noted.'r�Ir 6. Where a water main is to be installed below a storm drain c i:ve pipe, a minimum of 611 vertical clearance between pipes shall be maintained unless otherwise directed by the�%F,�� Engineer. Aeg�si,,4 EN ), il 7. Where water and drainage pipes cross with less than 18w4t inches vertical clearance, the water pipes shall be 20' of D.I.P. centered on the point of crossing. 8. Manual air release valves shall be installed at all high Yam points along the water main (as directed by the Engineer) attI» t P 9. Water supply facilities, including mains, shall be k��a,�015pceny a- N installed cleaned disinfected and bacteriologically"y cleared for service in accordance with the latest Y r"' applicable AWWA Standards and the State of FloridaI, 4„ �1, Department of Environmental Regulation Rules.7RIW"`11k " All p r"glaxP7 a,IiYr , 10. Hydrostatic Testing (Pressure and Leakage Tests) shallaVu A meet the requirements of ANSI/AWWA C 600. } '� 11. Disinfection of water mains shall comply with ANSI/AWWA 12. 12 Gauge stranded wire (blue) on all PVC pipe. (PErL FPL1.A. IUST9UCTIOwS) 13. Blue reflectors on valve boxes and at EOP. STANDARD ENGINEERING NOTES Srm' e "J„'rvJ`���1`,e'C'v"rac'�.I^. :.., +` �'@t°ia?,�'i".,i.iA1'iA"ik�'".',�®�.:?-a;�..�L-. •"AXE•„Py`.�'Yk,s:'`'bt��.AA6 AK9 IJp,'� n„r 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). 1,zc�� , 1. S Any major deviation from the approved plans' _, Ly 2. Concrete pours for poured -in -place water or sewer �J I structures. 1 PTH-�`lird�,4n 3. TSMR t_ai a'x Backfilling of all water and sewer conduits ,ar P�''T"'IAi� ✓t � . 0 12 SPOOL r� 4. Lamping of lines for all sanitary conduits Y 4` 'C' FLANGE/ FLANGE ELBOW --s - I• -� FLANGE/ - FLANGE � ELBOW 5. Connection t0 existing water and - sewer mains.^ FINISHED GRADE � DOUBLE �12"MIN 6. Pressure testing of water lines. CHECK VALVE II" 16"MAx 7, Bacteriological and Chlorine residual sampling tests. D.1. PROFILE - SERVICE PIPE CONSTRUCTION NOTE FOR WATER AND SEWER SYSTEMS: BACKFLOW PREVENTER ASSEMBLY All materials, construction methods, testing and disinfection shall conform to the requirements of the Ft. Pierce Utilities FIRE SERVICES Authority Specifications. N. T. S. ENOVND ELEVATION MECH. JOINT W/AHCHORINO FITTINGS (4 REOUIREO) NOTE: WHERE POSSIBLE WATER MAIN SHALL 09:r BE DEFLECTED DELOW STORM PIPE WITHOUT FITTINGS PER MANUFACTURERS RECOMMENDATIONS. WATER MAIN LOWERING DETAIL N. T. S. LINDAHLE BROWNING. FERRARI & HELLSTROM. INC_ CONSULTING ENGINEERS. PLANNERS E 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 WATER DISTRIBUTION CONSTRUCTION DETAILS ca) SHEET 11 DESIGN GRADE 0 NOTES: 1• MANHOLE FRAME 8 COVER WITH THE WORDS" SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 33A OR 0 APPROVED EQUAL 2.PRECAST CONCRETE PIPE CLASS a WALL °B"CONFORMING VIM TO ASTM C-76 OR C-478,"EXCEPT WALL THICKNESS AS SHOWN. 4 x4'x6" CONC. PAD SEE NOTE POURED TO GRADE / CRADE i .3/0" GROUT ON' BRICK INSIDE 9 OUT SEE NOTE 2 k.h ttlY .}m f'"" Y�-p e" A ♦P \• yTir j'F d. HOLE 2 LARGER THAN PIPE O.D. PACK WITH NON -SHRINK *\ GROUT \ / ASEESTOS IJ. H. COUPLING O couPLINGPunc I I _- is -- :- - -- E --L L—= - -L-- L-- Y IPr�� 5EE YANHOLE SCHD. I C REIN. STEEL - SEE M.H. SCHD. i SEE SHEET S•23 FOR P.V.C. INSTALLATION d, i .a STANDARD MANHOLE pN,rl DEPTH 5'-O" 8 GREATER PIPE DIA. "A" °B" I °C" JBOT. SLAB "T"IREINF. STEEL 8° -24" 14'-0" 8" 1 76" 8" 1#4012" E.W. 30°-361 5'-0" 81 8G" 10" #5S12°E.W. 42"-46" 6'-0" 8" ]CO" 12"=5C^D12"E.W. TYPICAL MANHOLE DIMENSIONS TYPICAL MANHOLE SECTION DEPTH 5'-0" & GREATER u TYPICAL MANHOLE DIMENSIONS 4x4x6" CONC. PAD SEE NOTE I POURED TO GRADE GRADE u.J. ONLY IN DIRT AREA ra 5 'OPENING' 3/8" GROUT ON BRICK W HOLES 2'LAR THAN INSIDE a OUT PIPE O.D. PACK WITH J MIN. NON SHRINK GROUT l pl p2 0" ENCASEMENT 8" g" I SEE INFLUENT PIPE 1 NOTE 10" 8 f AseEs TOS 2 12" 10' DD CEMENT M,H. 15" 120 i I COUPL�,A JOINT FOR - 24. IB° V.C,R ONLY - - & UP D 4'ENCASEMENT _� • - -�• I�61 SEE MANHOLE SCHD REIN. STEEL C SEE M.H. SCHD. TYPICAL MANHOLE SECTION WITH OUTSIDE DROP N. T. S. TYPICAL MANHOLE DIMENSIONS 4x4x6" CONC. PAD SEE NOTE I POURED TO GRADE GRADE u.J. ONLY IN DIRT AREA ra 5 'OPENING' 3/8" GROUT ON BRICK W HOLES 2'LAR THAN INSIDE a OUT PIPE O.D. PACK WITH J MIN. NON SHRINK GROUT l pl p2 0" ENCASEMENT 8" g" I SEE INFLUENT PIPE 1 NOTE 10" 8 f AseEs TOS 2 12" 10' DD CEMENT M,H. 15" 120 i I COUPL�,A JOINT FOR - 24. IB° V.C,R ONLY - - & UP D 4'ENCASEMENT _� • - -�• I�61 SEE MANHOLE SCHD REIN. STEEL C SEE M.H. SCHD. TYPICAL MANHOLE SECTION WITH OUTSIDE DROP N. T. S. R.D.H. RLV I51OW A5 PEP. F P U. A . DATE BY REVISION DESIGNED: T. L. K. DRAWN: R. D. H. CHECKED: M. S. fRIGHT OF WAY LINE 6 x 4 DOUBLE WYE PL rEE WYE ONLY DOUBLE SERVICE CONNECTION AT PROPERTY LINE rRIGHT OF WAY LINE 6" SERVICE 'TEE WYE ONLY SINGLE SERVICE CONNECTION BALL TYPE SEWER LOCATOR INSTALLATION ABOVE THIS POINT SECTION CONNECTIONS N. T. S. EE BRA CONCRETE ENCASEMENT SERVICE CONNECTION FOR DEPTHS OVER 8 FEET N. T. S. PROPOSED e" W.M. OR STORM SEWER LOWER TO ALLOW IG' OFCLEARANCE 7 L 6"D.I.P. (10' LOND I (2) 5/5' TIE RODS W/EITUNINOUS OR GALVANIZED COATING (TYPICAL) 5' D.I.P. z 0 MAXIMUM TRENCH WIDTH 2xSEW .R DEPTH+W \ PLACE AND COMWT a BACKFILL SHALL BE PLACED x" IN 6• LIFTS \ = IN 6" MAX. LAYERS, EACH z f,t INFILTRATION TESTING 2 LAYER TO BE MECHANICALLY �', sq� ��t•f.?;,. , F- TAMPED 70 A MINIMUM OF ' - _ (IN ACCORDANCE WITH "TEN STATE STANDARDS") zo PIPE O.D+241N, Z > 98 % OF MAX. DENSITY A6 rl P MA%.WIDTH i u DETERMINED 6Y AASTHO > J a w METHOD T-.180 THE ALL01'fABLE INFILTRATION FOR ANY PORTION OF SEWER SYSTEM SHALL BE MEASURED ,a, W X BY A WEIR OR CURRENT METER PLACED IN THE DOWNSTREAM MANHOLE OF THE SECTION I,x, Iz' I2' o m o > _ BEING TESTED, PIPE AND JOINTS SHALL SUSTAIN A M4XIMUF1 LIMIT OF 0.16 GALLONS o MA MAX w € Is•.. PER HOUR PER INCH DIAMETER PER 100 FEET WHEN FIELD TESTED BY INFILTRATION Z ? d> a z ., METHODSY ' _ L Q Z Q aw'k ,""?�'i Y;M cx �+Fs'P' Vs;^ F ` dSfi •r. x # nr v & ✓'. tY "^x ",..', , a�.�4 '4C,5`::Y's g as „"�:,, .' ziq�'?,, " .' ,T..,.. -tLd • °awe � - -" Crossing of Water / Wastewater / Stormwater Mains HAND PLACE SELECT MATERIAL x LOWER QUADRANT TO BE 1 1. Where possible, water mains should cross over wastewater, SHAPED TO RECEIVE PIPE and s.tormwater mains and shall maintain an 1 -inch BELL AND BARREL vertical separation at all crossings. 2. Where a watermain crosses a wastewater main with less than 18 inches of vertical separation, the wastewaters PIPE BEDDING DETAIL E. main shall be encased with 4 inches of concrete for a distance of 30 feet centered on the crossing with no rJ T s joints in either line within 6 feet of the crossing: 3• Where any crossing is less than 18 inches of vertical ;V separation, the water and wastewater mains shall be ''° D.I.P. and the minimum vertical separation steal- be 6 �I inches. 4. A minimum of 10 feet horizontal separation shall be ,I maintained between water and wastewater mains. I. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO ODSTRUCTION. 2. SPILLWAY SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERTS ELEVATION PROVIDING FOR SMOOTH FLOWS. 3. CHANNELS FOR FUTURE CONNECTIONS (STUDS) SHALL BE CONSTRUCTED, FILLED WITH SAND AND COVERED WITH I' OF MORTAR. FLOW PATTERN FOR INVERT CHANNELS N. T. S. �— 400 D.I.P. SEND MEGA. JOINT W/ANCHORING FITTINGS ( 4 REQUIRED IG NOTE: WHERE POSSIBLE FORCE MAIN SHALL' BE DEFLECTED BELOW WATER MAIN WITHOUT FITTINGS PER MANUFACTURERS RECOMMENDATIONS FORCE MAIN LOWERING DETAIL N. T. S. APPROVED: M.E. rpp•S I V DATE G 0T ® 31,1 REGISTERED ENGINEER NO.: STATE OF FLORIDA LINDAHL, 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 TAYLOR CREEK CONSTRUCTION NOTE FOR WATER AND SEWER SYSTEMS: All materials, construction methods, testing and disinfection shall conform to the requirements of the Ft. Pierce Utilities Authority Specifications. SYSTEM DETAILS 89 — 040 PROJECT NO. DATED: 6 - s - a9 sCALE:N. T. S. SHEET 12 ���n���������N������ ����������������!l���� M / ,, q Y shall be on: IN re ''7. i E✓i WASTEWATER COLLECTION and TRANSMISSION quantities are more or less than those estimated. Payment for all unit price work the basis stated in Paragraph 11.9.1 of the General Conditions. may:, 2.01 CONNECTION TO EXISTING MANHOLE WITH 611 FORCEMAIN GENERAL Horizontal and Vertical Control: The Contractor shall construct the required improvement s in 2.02 JACK AND BORE UNDER U.S. HIGHWAY NO. 1, COMPLETE Scope of Work: Th Contractor shalr"o****M*rialMsolaborMWequl'pmlentpgtopols, urnish all mate, , , super- the location shown on the Drawings, and shall use as horizontal control points the property 1^ >ku{ vision, transportation and incidentals necessary to construct, and he shall construct, paving, corners and right-of-way lines. The Owner shall provide two (2) benchmarks at the site for the 2.03 6" DIAMETER FORCEMAIN, COMPLETE WITH FITTINGS J" drainage, water and wastewater improvements in accordance with the provisions of these Supple- Contractor to use in establishing the necessary elevations and grades. Remaining horizontal a) 6" PVC mentary Conditions, Specifications and the Drawings, entitled, Construction Plans and Speci- and vertical control work shall be performed by the Contractor in accordance with the b) 6" DIP fications of Paving, Drainage, Water Distribution and Wastewater Collection/Transmission Imp-y•J{ provisions and conditions of Paragraph 4.4 of the General Conditions. The topographic survey rovements for Taylor Creek Commons, consisting of 16 sheets, dated August 3, 1989, and pre- and control points for this project were provided by James A. Kirby, III, Registered Land 2.04 WASTEWATER PUMPING STATION, COMPLETEf pared by Lindahl, Browning, ¢Ferrari & Hellstrom, Inc., Consulting Engineers. Surveyor, (407) 464-9621. 2.05 GRAVITY COLLECTION LINES r` It is the objective of these documents to assure the total completion of the work required to Coordination of Work With Others: The Contractor shall coordinate his work with the work or' provide functional operable and efficient paving, drainage, water and wastewater improvements a) 8" Diameter § , P n g+ p improvements of others with regard to new construction, or For the need of removal, relocation 1. 6' - 8' Cut at Taylor Creek Commons. or alteration of existing facilities. This includes, but is not limited to, the FPUA, Southern1 2. 8' - 10' Cut Bell Telephone & Telegraph and Florida Cablev13ion and their contractors subcontractors or * 3. 10' - 12' Cut Location: The work is located on the west side of U.S. Highway No. 1 at the intersection of ' agents. 4. 12' - 14' Cut S. Highway No. 1 and State Road A-1-A, approximately 0.5 miles north of Ft. Pierce, and con- 5. 14, - 16' Cut taining approximately 20.3 acres. a ".'.: Standards for Quality and Workmanship: All materials, equipment and supplies furnished by the, ;", b) 6" Diameter Service Line 1; Contractor for permanent incorporation in the work shall be new and of quality standards speci- Permits and Licenses: Construction permits for certain elements of the project work have been 2.06 MANHOLES �a:( obtained h the Owner, and the design and construction requirements of the project reflect con- standed. dsof Workmanship shall be first-class and the finished product equal to the best accepted' 1 Y + standards of the trade for the category of work straints and conditions imposed by these permits. These include construction permits from the g Y performed. a) 4' Diameter - Standard ^, 1. 6' - 8' Deep South Florida Water Management District, the Florida Department of Transportation, the Florida Power and Water: All arrangements and costs for temporary power and water during construction; 2. 8' - 101 Deep Department of Environmental Regulation, the Fort Pierce Utilities Authority and St. Lucie ;. shams be the responsibility of the Contractor 3. 10' - 12� Deep rz"z all County. The Contractor shall perform his work and shall construct the project in accordance.,;; 4. 12' - 14 Deep with the requirements of these permits and approvals, copies of which are available for his 1 - Observing the Work: At the election of the Owner, the progress and quality of the work may be � 5. 14 16' Deep review and use from the Engineer, upon request. Additionally, the Contractor shall secure all observed by the Owner's Engineer or Engineer's appointed employee. No observer is authorized: '' b) 4' Diameter - Drop other work permits, approvals or licenses required to perform the work, and he shall perform Y, to change an ' ' P „_ g y provisions of the Specifications without written authorization of the Owner s 1. 10 - 12 Dee the work in strict accordance with those permits, approvals or licenses. Engineer, nor shall the presence nor the absence of an observer relieve the Contractor from any Reference To Other Documents: For brevity, reference may be made to other specifications or requirements of the Drawings and Specifications. •° 40WATER DISTRIBUTION S i ST documents wTi' h will be used to specify or control the materials placed in the work, the coast- The Contractor shall give the En ineer a minimum of 24 hours notice prior to required inspec 3.01 CONNECTION TO EXISTING 1811 MAIN, COMPLETE WITH 8" TAPPING SLEEVE AND ruction methods to be used the tolerances that will be acceptable, and contractual or legal =° g g p q" + - tions, and shall supply all equipment necessary to properly test and inspect the completed„ '- obligations. The specifications or documents shall include: ' work. 3.02 DISTRIBUTION LINES y a) 811 Diameter PVC main, complete with fittings 1. "Standard General Conditions of the Construction Contract," 1983 Edition, prepared by.the In addition to the inspection requirements stated in the DOT, SLC and FPUA Specifications,`, b) 6" Diameter PVC main, complete with fittings 3 Engineers' Joint Contract Documents Committee and published by the National Society of Pro- previously referenced, the following minimum construction inspection checkpoints shall be fessional Engineers. Reference shall be made: "General Conditions." adhered to, and the Contractor shall notify the Engineer for inspection: 3.03 SERVICE LINES "Florida Department of Transportation Standard Specifications for Road and Bridge Construe- ".. ".. ` a) 1-112t1 PVC service, complete with fittings tion, 1986,11 published by the Florida Department of Transportation. Reference shall be 1. Prior to any significant deviation from the Drawings;. „ b) 1" PVC service, complete with fittings 3k made: "DOT Specifications." 2. Prior to backfilling trenches containing hydraulic conduits, so that jointing may be in-" c) 3/411 PVC service, complete with fittings 3. "Standard Specifications for Public Works Construction in St. Lucie County, Florida," spected• 1 adopted by the Board of Commissioners of St. Lucie County. Reference shall be made: SLC 3• Upon completion of subgrade compaction; 3.04 VALVES AND BOXES '!Specifications." xc c's�¢'br' a) 811 4. "Fort Pierce Utilities Authority Water & Wastewater Distribution System Standard Specifi- 4. Upon delivery of base material; 5. Upon completion of base, but prior to priming; b) 6" ^� +• cations & Construction Details," published by the Fort Pierce Utilities Authority. Re- 6• Immediately prior to, and upon the first application of, the plant -mixed wearing course; {' ! e) 1-1/211 ference shall be made: "FPUA Specifications."'w' 7. Any required pressure, leakage or load bearing testing procedures; and ` ,1 15. "Manual on Uniform Traffic Control Devices for Streets and Highways," U.S. Department of 8• Upon completion of construction for final inspection with the Contractor or his repre 3.05 FIRE HYDRANTS, COMPLETE ''"'' Transportation, Federal Highway Administration. Reference shall be made: "MUTCD.Specifica Lions." sentative. 3.06 FIRE PREVENTION (NFPA 24 SPECIFICATI + " ONS) r. 6. 'NFPA 24 Installation of Private Fire Service Mains, 1984," National Fire Protection Existing Utilities and Structures: Existing utilities, structures and facilities shown on then a) 61, Fire line, complete with BFP, check valve and Fire Department connection I Association. Reference shall be made: "NFPA Specifications." Drawings were located as accurately as possible from the records examined. No guarantee is I' b) 41, Fire line, complete with BFP, check valve and Fire Department connection made that all existing facilities are shown or that those shown are entirely accurate. The By reference, the documents cited above are made part of these Supplementary Conditions and The Contractor shall have copies of each in his possession for use throughout Contractor shall assure himself of the actual location of the utilities, structures or facili- 3.07 2" BLOWOFF ASSEMBLY prk •,; s Specifications. P g ties prior to performance of any work in the vicinity. The utility companies or utility agen- a" this project work. cies will co-operate with the Contractor in locating underground utilities that may be subject 3.08 SAMPLING POINTS fr to damage or interruption of services during the Contractor's operations. Prior to start of } °, Additionally, the work shall be performed in accordance with all other applicable local, re- the work, the Contractor shall request each utility agency to advise him of the location of 3.09 TESTING AND DISINFECTION gional, state and Federal laws, regulations and codes including, but not limited to, the Fe- their facilities in the vicinity. The Owner will assume no liability for damages sustained or deral Occupational Safety and Health Act. costs incurred because of the Contractor's operation in the vicinity of existing utilities or DRAINAGE IMPROVEMENTS °s structures, or to the temporary bracing and shoring of same. In the event that it is necessary CONTRACT ISSUES to shore, brace or swing a utility, the utility company or department affected should be con- ., 4.01 EARTHWORK AND GRADING "< General Conditions: Unless otherwise stated in these Supplementary Conditions, the provisions tacted and their permission secured as to the method used for any such work. a) Dry retention pond and dikes { "' b) Roadside Swale along west side of U.S.` Highway of the "Standard General Conditions of the Construction Contract, referenced above, shall be Restoration of Damaged Structures or Utilities: It shall be the responsibility of the Con- c) Roadside swales for Sunny Lane 11 " used to govern all issues addressed in those General Conditions For this project. ract- orepair, rebuild or r restore to it-� mer condition, any and all portions of existin�t d) Roadside swales for Sandridge Lane utilities structures equipment, appurtenances or facilities other than those to be paid for e) Water qualit swale re ulators Owner -Engineer Relationship: Any agreement between Owner and Engineer shall not be construed under this Contract which may be disturbed or damaged due to this construction operation, at.'k to provide any obligation from the Engineer to any third parties including, but not limited to, Y g p ' any contractors (general or sub), nor to any successors in title to the Owner. The rights no cost to the Owner. 4.02 STORM SEWERS a) Reinforced concrete pipe r°t i = , � ,, under any agreement between Owner and Engineer inure only to those two parties. Final Cleanup: Upon completion of the work but before final payment will be made, the Contrac- 1. 1811 diameter s, 4 mCompensation Insurance: The Contractor shall maintain Workmen's Insurance in compliance with for shall char and remove from the project area, all falsework, equipment, surplus and dis- 2. 24" diameterH "� 1 carded materials rubbish and temporary structures which result from the work under this Agree- 3. 30" diameter orida tatutes, and the Contractor's Public Liability Insurance, including Completed Opera- ment, and shall restore in an acceptable manner all property which has been damaged during the 4. 4811 diameter tions, with minimum limits of $500,000 for any one injury and $1,000,000 for any one accident prosecution of the work. b) 1811 diameter for bodily injury, and $500,000 Property Damage. He shall also purchase Owner's/Contractor's p " ' c) 24" diameter cap .7 Protective Liability Insurance with the same coverage and minimum limits required above. The Record Drawings: After com let ion of the contract work but quest, g p , prior to submittal of the re Holland Construction Company shall be named as also insured. Certificates of such insurance o�ina- pint, the Contractor shall prepare and submit record drawings to the Owner, in du 4.03 18" BCCMP MITERED END SECTIONS, COMPLETE WITH CONCRETE AND SOD shall be filed with the Owner. All premiums for the insurance shall be paid by the Contractor plicate, of the completed improvements. The drawings shall show final location, by reference r e th Itable means of all u d Fround im rovements. The 4.04 48" RCP FLARED END SECTION', 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 th greement wit in ten 0 calendar days a7ter. 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 reflect These quantities the items of work or the final quantities needed to pro- ject . .hese quantities are subject to increase or decrease by the 0 complete pete the Owner to make them conform to the program of work selected and the actual construction required and performed. 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" ., .. i ". x�r,� C 1 .. r.. a •W F.": �PC F. k .ml .. tiff .. .ra a'i'..., . 3.xn: � , .f,... - .a SUMMARY OF ESTIMATED ITEMS 014 W 0 R D and SUPPL E.NTEN+T"FARM C(�\TDITION FIELD, DRAWN BY: --- ---- CHECKED By: R. B. H. DATE: AUG. 3, 198 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYQRS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET ►0. •O% 727 SUITE QO SUITE 20S JUPITER, FLORIDA 334L8 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33.50 FZ1,1 DATE I BY DESCRIPTION REVISION Joe NO. 89 - 0 SCALE - -- -- -- I DR. P40 ions, an ec it icarionsn pecif leations re- - .. .. _. ..... .. ,.. .. .. A ferenced under " Supplementary Conditions." In the event of conflict, the more stringent provision shall apply.. 3_09 Testing and Disinfection: All main lines and appurtenances shall be pressure -tested and disinfected. Dis- 3. Base course shall be limerock or coquina, as shown on the Plans. After compaction, the base shall have ink ection proce u� res, pressure, bacteriological and chlorine residual tests and testing methods and reports a�ensity that is 98; of maximum as determined by the AASHTO T-180 method. Materials and construction SECTION 1. GENERAL — shall all conform to the requirements of the FPUA Specifications, the St. Lucie County Board of Health, the s,`s� a"_ methods shall conform to Section 200 or 250, DOT Specifications, whichever is applicable for the base Florida Department of Environmental Regulation and the St. Lucie County/Fort Pierce Fire District. Any. material used. 1.01 Construction Surveying: As outlined in "Supplementary Conditions," the Owner shall provide basic reference water distribution main line, service line to the meter or fitting, or any portion thereof failing any tests , points for horizontal control and two benchmarks in the vicinity of the work. All other construction sta- shall be corrected by the Contractor and retested until the entire system is cleared and approved for use., "' The base course under the roadway shall be six (6) inches in thickness after compaction. ' king for both horizontal and vertical control needed by the Contractor for control of his work shall be (150 p5E Tl WITH FPUA INSPECTOR PResEN_r w.` performed by him. SECTION 4. DRAINAGE IMPROVEMENTS: Materials, construction methods, and construction tolerances for all drainage, ,; 4, Asphaltic concrete, Type S-1: The asphaltic concrete surface course shall be i-1/2-inch DOT Type S-1, improvements sna con orm to t 'Fe —se Specifications, DO?, SFWMD, and SLC Specifications. an s a beinsFa e ae is s own on the Plans. Type 3-1 shall be used for all asphaltic concrete incor- 1.02 Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the Project as shown ' Phs porated into the roadway pavement. Materials and construction methods shall conform to the requirements on the Pl_Tn accordance with Section 110, DOT_ Specifications, and shall consistof the complete removal 4_01 Earthwork Grading: ,,,, and disposal of all trees, brush, stumps, roots, grass, needs, rubbish, and all other obstructions to a and of Sections 300, 320 and 330, DOT Specifications, including the prime and tack coats for the base. depth of 18 inches below natural ground or design grade, whichever is lower. (a-e) Earthwork and grading shall be performed in the areas of the dry retention pond and in the roadside swales 5. 6-foot stabilized shoulders: Shoulders 6-feet in width and 8-inches in thickness shall be constructed to achieve the configurations, depth, slopes, elevations and required cross -sections, all as shown on the ;. along -the exterior pavement edge of Sunny Lane and Sandridge Road as shown on the Plans. The materials All material shall be removed from the site of the project, and shall be disposed of in accordance with all Plans. All suitable material resulting from the earthwork operation may be incorporated in the project, , _ _ and construction methods shall conform to the stabilized subgrade specified under the road in Item local, regional, state and Federal laws, regulations or ordinanc s. work. Any and all excess material remains the property of the Owner and must be stockpiled in an area 5.01(b)(2), except that the FBV shall be.50. Seeding, fertilizing and mulching shall be performed and designated by him. paid for under Item 1.03, above. 1.03 Erosion Control Measures: .. , . for � 4.02 Storm Sewers: Construction methods and tolerances shall conform to Section 430, DOT Specifications. C�� 1 "� n 6. Pavement markings: s: All materials and construction methods for f��ll)`F ` ��;� g pavement markings within the right-of-way (a) Seeding, fertilizing and mulching shall be provided all areas shown on the Plans. Materials and const- � — off` Sunny Lane and Sandridge Road shall be painted in accordance with DOT' Specifications, Section 710 and - ruction methods shall conform to Section 570, DOT Specifications, for Argentine bahia grass seed. (a) Materials for round reinforced concrete pipe shall conform to Section 941, DOT Specifications. ,q" .. SLC Specifications, the locations the and at shown on Plans-. I Sod shall be provided along the pavement edge and retention pond slope, and for swale regulators in Sunny' (b) Materials for bituminous -coated corrugated metal 3,Specifications.�' g pipe shall conform to Section 94 DOT 11 1• 7. Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the Lane and Sandridge Road as shown on the Plans. Materials and construction methods shall conform to the I, requirements of Section 575, DOT Specifications, for Argentine bahia sod. construction of traffic and instructional signs including, but not limited to, "stop" and "street" signs q' "v (c) Materials for corrugated aluminum pipe shall conform to Section 945, DOT Specifications. i as shown on the Plans. Work under this item shall include the relocation of existing signs, mail boxes, (c) Sand cement rip rap and rubble shall be installed at the locations shown on the Plans. All materials and etc., in accordance with the applicable regulations of the Manual of Unified Control Devices and the Backfill and compaction of trenching For culvert installation under this section shall be in accordance with U.S. Postal Service. All sign materials and construction methods shall conform to Section 700, DOT T construction methods shall conform to Section 530, DO- Specifications. Section 125-8-3, DOT Specifications. Density tests shall be provided at the following vertical locations: ' Specifications. 1.04 Record Drawings: The Contractor shall prepare and submit record drawings to the Owner of the completed Two tests* at springline (one each side of the pipe); - 8. Reconstruction of Existing Driveways: Contractor shall provide all materials and construction methods water and wastewater improvements. The drawings shall be legible and of a quality which will permit photo- One test* at one -foot above pipe; and • needed to replace the existing�riveways that are damaged or destroyed as a result of the roadway and graphic reproduction. The drawings shall show the final location, by reference to complete visible improve- -. One test* at one -foot below subgrade or finish grade. " utilities construction along Sandridge Road. All work shall be in accordance with SLC Specifications. ments or other permanent points, of all water distribution system and wastewater collection system elements,01iThe and shall include elevations of pertinent points in the pavement and drainage improvements, all revisions to -" + - Densityof at least 100 of maximum density as S °"'" �,„ Contractor shall cork with the landowners to assure that the replacement is in t p type and kind of the the originals Plans, and all other information necessary to locate and operate the improvements constructed �;'' Y - k determined by AASHTO T-99,Method C. -.�. existing driveways, and that access to their $ g Y property is maintained. 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 Minimum testing determination for all the items of work under Road Construction shall be as follows: The minimum number of horizontal test locations is one pip, per 1ma lineal feet of e portion thereof," the location of all lines, manholes and service terminals; and the elevations, referenced to NGVD, of all and/or one per 20 feet of pavement crossing. Additional tests may be required at more frequent Intervals Sf eq Florida Soil line inverts at manholes, manhole inverts and manhole rims. deemed necessary by the Engineer. Item ear ❑g �a1ue Density Thickness "' It shall be the responsibility of the Contractor to coordinate with the independent testing laboratory Stabilized Subgrade 500 500 100 SECTION 2. WASTEWATER COLLECTION AND TRANSMISSION SYSTEM: Materials, construction methods, required tests and designated by the Owner, the testing and retesting necessary to assure that the work has been performed in Limerock or Coquina Base --- 500* 200* testing methods, and construction to% rances for the wastewater collection and transmission systems shall conform strict compliance with these Specifications. Cost for the initial testing shall be borne by the Owner. Any Asphaltic Concrete - - - - - - 200* to the requirements of FPUA Specifications, and the Florida Department of Environmental Regulation. retests required due to failure to meet the minimum requirements above shall be performed at the expense of 2.01 Connection to Existing Manhole: tLFE 8-INCH. URnVITy MAW To 6E CDNSTRUCItT� ALaVU'T4-IE ScvTHsipe pF S.R. A -I -A To SERVE the Contractor. + - Maximum spacing shown in Feet. All testing shall be taken in a staggered sampling pattern ^ — is pro ect s a e connecte3 to an existing gravity manhole at the southwest corner of the intersection 4,03 Mitered End Sections: 18-inch diameter BCCMP mitered end sections shall be provided and installed at the p from a point 12 inches inside the left edge, to the center, to a point 12 inches inside the ' of S.R. A-1-A and Old Dixie Highway, as shown on the Plans. The Contractor shall coordinate this connection - oc7 aiions as s own on the Plans and in accordance with DOT Road Design Index No. 273, complete with concrete -- right edge of the item tested. with the FPUA and shall perform all work according to their specifications and instructions for the and connection. sod. Additional tests may be required at more frequent intervals if deemed necessary by the Engineer. The 6-inch diameter force main serving this Project shall cross 4.04 Flared End Section: A 48-inch diameter RCP flared end section shall be provided and installed on the west It shall be the responsibility of the Contractor to coordinate with the inde independent testin laboratory l p g 2.02 Jack and Bore Under U.S. Highway No. 1: end o` the 4 - nc CP into the retention pond, as shown on the Plans, and in accordance with DOT Road designated by the Owner, the testing and retesting necessary to assure that the work has been performed unb-er-�S�ig�ay Now at tFlohation and as shown on the Plans. The force main shall be installed in a Design Ind ex No. 270. steel casing under U.S. Highway No. 1 in accordance with FPUA and DOT Specifications. This construction in strict compliance with these Specifications. Cost for the initial testing shall be borne by the shall be coordinated with the FPUA, DOT and any other utility owner having existing utilities affected by Owner. Any retests required due to failure to meet them nimum requirements above shall be performed at 4_05 Storm Inlets: DOT Type "E" ditch bottom inlets with traffic frame and grates shall be provided and installed p t-Fie ezoense of the Contractor. this construction. at the locations shown on the Plans, and in accordance with DOT Specifications, Section 425. , 2_03 Six -Inch Force Main: The force main shall be constructed from the lift station at the northwest corner of "C" 5.02 On -Site Parking and Roadways: The paving improvements of the on -site parking areas and access roadways fittings. force be 4.06 Control Structure: A water control structure beinga modified DOT Type ditch bottom inlet with a non- •nt sTiaTl co orm to t>�requirem of St. Lucie County, and shall be performed in accordance with these Plans, Spe- the Projects to the manhole described in 2.01, above, complete with The main shall con- tra lc rame an grate, shall be provided and installed in the retention pond as shown on the Plans, and in offications, SLC permits, SLC Specifications and DOT Specifications. structed and tested in accordance with FPUA Specifications for PVC and DIP, and in accordance to DOT Speci- accordance with DOT Specifications, Section 425. - f ications within their rights -of -way. ( IODPSI TEST, DR 18 E3ROWN IN CMOR oR "Fof�CE AnAw" CNN TIiR6t s1oES� (a) Earthwork and grading shall be performed to attain the elevation, grades, slopes and configurations shown on 4.07 Manholes: Manholes shall be furnished and installed in the locations shown on the Plans, and materials and e ans.�i3dTt-ionaTly, the Contractor shall fill and compact the building pad area to the configuration 2.04 Wastewater Pum in Station Complete: A wastewater LIFT station shall be constructed at the location and P g , Ta-'F) construction methods shall conform to Section 425, DO? Specifications, and DOT Road Design Index No. 200 shown on the Plan and to a finish elevation to the bottom of the building It be _ to the elevations s own on the-7r�ngs. The station includes, but is not limited to, the wet well; pumps; grade equal slab. will ve- - pump discharge piping, fittings and valves; a pump electrical control center and concrete support; a valve SECTION 5. STREETS AND PARKING AREAS: Off -site streets and on -site parking areas and roadways shall be cessary for the contractor to contact the Architect (Paul Titterington, Adache Assoc. (305) 525-8133) to the pit with all plumbing, fittings, valves, appurtenances and a concrete vault; hose bibb, anti -siphon valve construe- 7`aans, in accordance with these Specifications, DOT Specifications Roadways, SLC obtain construction details of the building pad and compaction specifications, and complete the work in tedas sF3-wn on the and and and accordance to those requirements. Additional material needed to complete the on -site improvements shall be and concrete splash pad; all as shown on the Plans. Specifications. obtained from the out parcels as directed by the Owner. In no case shall the Contractor cut out parcels 2.0 5 Gravity Collection Lines: Both 8-inch diameter and 6-inch diameter PVC gravity lines shall be furnished and •'g - lower than the finish floor elevation shown on Sheet 3 of the Plans without confirmation from the Owner and Y Tocat�ns to the and grades shown on the Plans: sDR 35� GrzEE74 5_01 Off -site Streets. r.. P i - _ ''°' -- ?' "` ` ^� � b v *° from off -site roadwork. Parcel No. 3 shall be fill as required to obtain a minimum elevation of 30 as shown installed athe and elevations ' „ on Sheet No. 3. (a) Turning the deceleration lane construction in U.S. Highway No. 1 right-of-way shall conform to the require- 2.06 - Precast Concrete Manholes: Precast concrete standard and drop manholes, complete with coatings, finished ments of the DOT Specifications, and shall be performed in accordance with these Specifications, the Plans (b) Stabilized subgrade materials and construction methods shall conform to the requirements of Section 160, DOT inverts, ri dries and covers, shall be constructed at the locations and to the elevations shown on the Plans. and the DOT permit. pe�efi-ications�or Type C stabilizing, and SLC Specifications. The minimum Florida Bearing Value Ratio SECTION 3• WATER DISTRIBUTION SYSTEM: Materials, construction methods, required tests and testing methods, and shall be 75, and minimum densities shall be 98% of maximum as determined by the AASHTO 1-180 method Any conform to the requirements of FPUA Specifications 1. Earthwork and grading shall be performed to attain the elevations, grades, slopes and configuration - and all stabilizing material needed for the work shall be furnished by the Contractor and a owable system losses or t e water distribution system shall s own on the Plans. paid for as part of the work under this section.. 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 Contractor shall be aware of existing and proposed utilities within the limits of this work as shown - Stabilized subgrade within the limits shown on the Typical Sections for the lot be the Florida Department of Environmental Regulation, and the St. Lucie County/Fort Pierce Fire Distric . t. on the Plans. Any excess material shall be disposed of on -site as directed by the Owner. parking shall eight (8)$) inches in thickness, and include the subgrade under the access and entrance roads. 3_01 Connection to Main: The new 8-inch line shall be connected to the existing 18-inch line in Juanita Avenue 2, Stabilized subgrade materials and construction methods shall conform to Section 160, DOT Specifications, (c) Base course shall be limerock or coquina, as shown the Plans. After the base `! as shown on the Plans, complete with 8-inch tapping sleeve and valve, and fittings. The Contractor shall 7"or—'jype__C stab izing. The 12-inch thick subgrade shall be extended under the 4-foot paved and 4-foot on compaction, shall have a density that is determined this connection with the FPUA. 98% of maximum as by the AASHTO T-180 method. Materials and construction methods coordinate seeded shoulder as shown on the Plans. Alternates may be used as approved by the DOT. shall conform to Section 200 or 250, DOT Specifications, whichever is applicable for the base material used. 3.02 Distribution Lines: The 6-inch and 8-inch PVC distribution lines shall be constructed in the locations 3-4. Base course materials and construction methods shall conform to Section 200 r DOT Specifications, The base course under the parking lot and roadways be (6) inches in thickness _ - s ow -the ons, complete with all required fittings thrust retainers, and other accessories and appur- the epending uupon the type of material used, and shall be 8-inches thick under the roadway and 4-inches shall six after com action. p !` tenances, including ak7QJNCi A 12 GUPGE STRANDm WIRE(ewt_� W `T1IETTZESICNAeavE TF4F_All 1 P-ER FY->uq z-A�IRCA_ncll thick under the shoulder pavement, as shown on the Typical Section. - y K �� ° .e, (d) Asphaltic concrete, Type S-1: The asphaltic concrete surface course shall be 1-1/2-inch DOT T S-1, and.' 3_03 Service Lines: 3/4-inch, 1-inch and 1-1/2-inch PVC water service lines shall be installed at locations ` ^a " ° YPe s a e insta a as s own on the Plans. Type S-1 shall be used for all asphaltic concrete incorpora- The Flans, including the 1-1/2-inch service to lift station, complete with fittings, he Contrac- 5, Asphaltic concrete surface course materials and construction methods shall conform to the requirements ted into the on -site parking areas. Materials and construction methods shall conform to the requirements shown on the ohses ons,road for Type asphaltic concrete. Thickness shall be 2 320, 330 and Sin of Sections 300, 320 and 330, DOT Specifications, including the prime and tack coats for the base. tor shall coordinate final location and size of the services with the Owner and the FPUA. Generally, the min es maximum for shoulder inches minimum to 3-1/2 inches maximum For roadway and shoulder pavement. The shoulder pavement may be services are to be constructed 5 feet from the building to 5 feet from the main, and plug and mark ends for - 5/8-inch FC-1 as approved by the DOT. (e) Pavement markings: All materials and construction methods for pavement markings within the on -site parkin future connection by either the building plumber or the FPUA. If the building plumber is ready, the site g anJroadways sna be painted in accordance with DOT Specifications, Section 710 and SLC Specifications, and Contractor shall make building connection at time of service construction; if not, the Contractor shall 6. Pavement marking materials and construction methods shall conform to Section 711, DOT Specifications for at the locations shown on the Plans. confirm service stubout with the building plumber. t eTi rmopiastic markings: The work shall include the removal of existing pavement markings as shown on Valves Boxes: Valves of various sizes shall be furnished and installed in the distribution lines at the Sheet No. 4 of the Plans. (f) Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the con- 3_04 and on the Plans. Valve boxes shall be installed at each valve; valves in unpaved areas shall s ruct ono ou'-traffic and instructional signs including, but not limited to, "stop" signs as shown on the ocations shown be flush with final 7. Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the Plans. All sign materials and construction methods shall conform to Section 700, DOT Specifications. include a concrete collar, and the top of the box shall grade. �racLUDInIGSLliERcFLECToTKS construction of traffic and instructional signs including, but not limited to, "stop," "right turn ON -TOP D'F PDXES lWt- AT 71i - EDQE 0FAT>3ACf_N'T only," and "yield" signs as shown on the Plans. Work under this item shall include the relocation of Minimum testing determinations for all the items of work under Parking Lot and Roadways construction shall 3_05 Fire Hydrants, Complete: Fire hydrants shall be furnished and installed at the locations and to the grades existing signs, mail boxes, etc., in accordance with applicable regulations of the Manual of Unified be as follows: down once ons. The installation shall include all fittings, valves and thrust retainers, as shown on Control Devices and the U.S. Postal Service. All sign materials and construction methods shall conform Florida Soil - the Plans. Materials and construction methods shall conform to the requirements of the FPUA Specifications to Section 700, DOT Specifications. Item Bearing Value Density Thickness and specifications of the St. Lucie County/Fort Pierce Fire District, and NFPA 24 Standards. back- (b) The paving of Sunny Lane and Sandridge Road north and south of the site shall conform to the requirements of Stabilized Subgrade 20,000* 20,000: 10,000* e 3_06 Fire Prevention Improvements: The 4-inch and 6-inch fire lines shall be furnished with all fittings, St. Lucie County, and shall be performed in accordance with these Specifications, the Plans, the St. Lucie Limerock or Coquina Base --- 20,000* 10,000* •£low Dbevconstr c ec valves, Fire Department connections, thrust retainers and appurtenances, and shall be Count Y permit, SLC Specifications and DOT Specifications. All work under this section shall be coordinated --- ___ Asphaltic Concrete 10,000* shall be constructed in the locations shown on the Plans and in accordance with NFPA 24 Standards. All ma- with SLC and homeowners affected by this construction to maintain access to properties and homes during this ` ershall be fire service rated and all construction from the main to the building shall be by a state- construction. + = Maximum area test shown in square feet. certified sprinkler contractor. per and valve box, shall be 1. Earthwork and grading shall be performed to attain the elevations, grades, slopes and configurations - Additional tests may be required at more frequent intervals if deemed necessary by the Engineer. ' 3_07 2-loch Blouo£f Assembly: Blowoff valve assembly, complete with 2-inch gate valve s ow�ii on thie ans, including all the work required within the limits of both cul-de-sacs for Sandridge provide ae—nd 'installed at the locations shown on the Plans. E�o�cES �>ACL f -'TH> �-IIZ• Road. Excess material shall be disposed of on -site as directed by the Owner. It shall be the responsibility of the Contractor to coordinate with the independent testing laboratory de - I 3_08 Sampling Points: The Contractor shall provide and install bacteriological sampling points at the locations 2. Stabilized subgrade materials and construction methods shall conform to the requirements of Section 160, signated by the Owner, the testing and retesting necessary to assure that the work has been performed in these ' s oti wn on t e ans or as directed by the FPUA. Where possible, the sampling points shall be at fire ications,. for Type C stabilizing, and SLC Specifications. The minimum FBV Ratio shall be 75, strict compliance with Specifications. Cost for the .initial testin shall be borne b the Owner. An 8 Y Y due 6 "' hydrants and blowoffs to avoid tapping the main. '- pee and minimum densities shall be 98S of maximum as determined by the AASHTO T-180 method. Any and all retests required to failure to meet the minimum requirements above shall be performed at the ex Dense of the Contractor. 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. .. TAYLOR, CREEK COI I 'IONS FORT PIERCE , FLORIDA 9J_14-89 Zt_lc P>=TL FPUA NF,EL0, _-- 9-22-09 RDH PER Fpu.A. -- DRAWN 6Y: SPECIFICATIONS CHECKED BY: R. B. H. DATe, AUG. 31 1989 DATE BY DESGR?TiON REVISION JOB NO. 89 - 040 E. ; ,A to UCT 0 3 Ki,IE. LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS,PLANNERS i SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET ►O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 3346111 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 DR. ►40, SHE 7777771 f m S S mt VT, ^� �< i l v i t ti TO o 2 4 7: PROJECT NAME: TAYLOR CREEK COMMONS LOCATION: NORTH FORT PIERCE, FLORIDA TYPE OF PROJECT: RETAIL WITH SUPERMARKET & DRUG STORE GROSS PROJECT SIZE: 10.1 ACRES ' GROSS BUILDING AREA: 61,/:10 S.F. EXISTING LAND USE: C4 - COMMERCIAL HIGHWAY EXISTING ZONING: CG '- COMMERCIAL GENERAL SITE COVERAGE: ACREAGE % OF SITE BUILDINGS .1.5 14.7% PARKING/ROADS 6.5 64.1% SIDEWALKS 0_2 2.6% TOTAL 8.2 81.4% OPEN SPACE 1.9 18.6% TOTAL SITE 10.1 100% PARKING SPACE REQUIRED (5 SPACES/1000 S.F) 3�,'ISPACES. PROVIDED 3'5 SPACES. HANDICAPPED SPACES REQUIRED 8 SPACES HANDICAPPED SPACES PROVIDED 9 SPACES DEVELOPMEHT SCHEDULE CONSTRUCTION START SEPTEMBER 1989 CONSTRUCTION COMPLETION SEPTEMBER 1990 WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE FORT PIERCE UTILITIES AUTHORITY (SEE LAYOUT ON SITE ENGINEERING PLAIT" DY LBFII). THE STORM WATER COLLECTION AND RETENTION SYSTEM SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS OF ST. LUCIE COUNTY AND THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SEE SITE ENGINEERING PLAN"). ALL IMPROVEMENTS TO SUNNY LANE AND U.S. HIGHWAY ql SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY AND FLORIDh D.O.T. SITE DATA LANDSCAPING REQUIREMENTS: A. ALL SITE LANDSCAPING SHALL CONFORM TO SECTION 3.2.640 OF THE ST. LUCIE COUNTY ZONING ORDINANCE. B. PERIMETER LANDSCAPING FEDERAL HIGHWAY TREES REQUIRED 1/30 LF = 35 TREES PROVIDED 36 SOUTH SIDE YARD TREES REQUIRED 1/50 LF = 11 TREES PROVIDED 13 OLD U.S. 1 SOUTH SECTION TREES REQUIRED 1/30 LF = 12 TREES PROVIDED 12 NORTH SIDE YARD TREES REQUIRED 1/50 LF = 6 T.REFF RR(1��•7L'1 6 REAR YARD TREES REQUIRED 1/56 -.F = 19 TREES PROVIDED 19 C. INTERIOR LANDSCAPING (1 SF/40 SF OF VEHICULAR USE) LANDSCAPING REQUIRED 2460 S.F. LANDSCAPING PROVIDED >2460 S.F. D. GROUND COVER WILL BE SOD AND IS TO DE PLACED IN ALL OPEN SPACE AREAS. E. AUTOMATED. IRRIGATION WILL 1111 PROVIDED TO ALLOW IRRIGATION OF PROPOSED LANDSCAPING. F. TREES TO BE LIVE OAK, LAUREL OAK, CREPE MYRTIE:, CHERRY LAUREL1,9V_ S4$4L I-A"jjj G. HEDGES TO BE VIBURNUM OR EUGENIA. H. SITE LICIMNG: 4: r) IJ WiM. 5. FLYCIURE•7S @ L3':NtERS 141111 — S MOUNTING IIEIGH`F. AVERAGE: MAINTAINED MOT CANDLE - 1.0 NOTE. 4,0 TOP OF ASPHALT AT REAR DOCK TO BE FLUSH WITH DOLLY PADS. I 6• CONC. SLAB V/4' 4' CONC. SLAB W/v' ALUM. CAMPY Su BARS CCNT.-TOP NEN SC BARS CCNT,- TOP Iv SLAB TO BE 4'-6' OF SLAB TO BE 4'-2• - IMLOV FIPL FLOOR. BELOW FIN.-FLOM e e S' x 24' 1 _ } 1 e _ / ALUK CANOPY ALUK CANOPY 1 ti t _ 33'-6• 1 Vx8' ROLL 1 INSTALL PETAL STAIRS, ' 'YI- SOAR. 1 TO 14EET LOCAL CODE. h 1 CLAB TO BE 3' x 12- ` 1 o RECREIIVp1INZ 1- T'� t 1 GW.PS TcR PAD }:a 1 DETAIL A 6' [ONO. SLAB WITH -- - 6x6 I0/10 V.V.F. DETAIL ' O 6• GUARD POST (TYP) � 1 co I.Al 6' TIL / I / IX0 LAB '41 x6 1 x 0 .WF. .-d j - ,Ls e > ><L, a6 -5r`e P{L 0 TaEZPI..� DUNPSTER PAD. - h INSTALL METAL FOOD LION SHEIPS STAIRS TO NLET LOCAL CODE. .}'_2' — .. C---z' 1 1 1 NO PARK,M4 ��- Na XAQKWU -- x Pq QceL PcK-uP - PARCCL P.r=a-up O —x DETAIL 'B' �. FOOD LION SITE DETAILS :W 14 aez> 0 4 CT iP• r �p r� tiL. F I Ll,t�r7 ?TV 7Riir IL 't3L H 4r E I IJ -z •,c Z'x C IJG, l aa-fpgr wWLI,- -Go DUMPSTER ENCLOSURE DETAILS SCALE:1/4" 1'-{)" TOTAL - 61,220 S.F. THE CENTER IS DESIGNED IN CONFORMANCE WITH THE STANDARD BUILDING CODE, LATEST EDITION. THE BUILDING IS CLASSIFIED AS A TYPE V UNPROTECTED, FULLY SPRINKLERED STRUCTURE. OCCUPANCY IS MERCANTILE (GROUP M). THE STRUCTURE COMPLIES WITH ALLOWABLE HEIGHT AND BUILDING AREAS, AS SHOWN ON TABLE 400, AND WITH THE AREA INCREASES PERMITTED UNDER SECTION 402.3. THE STRUCTURE ALSO COMPLIES WITH THE FIRE PROTECTION REQUIREMENTS AS SET FORTH ON TABLE 600. BUILDIN Il•A PARKING BY - DISABLED PERMIT ONLY - s! i2 •r' FTO-25 ` 12" X 18" Sig1b Blue Background - White Symbol White Border White Background -Black Letters MINIM Black Border 12" x 18" Plain Baked Enamel' 12" x 18" Reflective Sheetina FIXSIG HANDICAPPED PROVISIONS DETAILS y PARKING DETAILS l _ ,_HANDiG L�I2_J'h�i�1r? 411 -- 4" n�rfl LJHC- oil As�ri�tT -I�111 I 11-o ` \ �5P E'..2Li4 L Cj� cQ��,L I H/C LOGO 6GAL-E i! " y Ip_z7I„ �s L(1= -��.1 +4 ' L SCALE: 1/8" - 1'-0° 1, All plant uucia is shall be Florida Nn.l or better 21. MGlch e:ull be c".clad/d cypress calc!1 glade 'E` or as set forth by Florida 'xpartaant of agriculture, Grades better, sot s`_ a ainim-:m of 2' depth and watered 4o , and Standards for Hursery Plants Part 1 (cu-rent edition) Prevent r nd di=PI&Ceaent. and part 2 (current edition) 1 12. God =Ball :,e Stc-:ntaph-u= sr_c_ndat:a `: Inritaa" solid 2. Pales c`.all be planted so that all bends are clear of yDd, wood free and Gct wiLh1 Staggered joints. buildinq wall'_: and windows at eatL,.-c =prcad. A" HC vVz K-s AtW IV t-*C IS" r-111.4 , HT- � T- WZ 3. All ?alas ove.- six (G) _feet of clear woad shall 5e _ °r ��-f-1� '. Aµ7-; � RIF °"a yG`G, 4. A11 trees c`.a?'_ ti^ planted co `_hat heads are clear of - - - bczlding wall& and Window& at 2/3 nw,tCre 3prctd. S. All trees :hall be kept in an _'xight. position.Undr, no 7 - The Landc.rcpe Contractor shall be aware of the lr.-ations tire-xa'rnces c-`.aid e-v a_-•r_r• r•-hold used emclaj the of all easenenta and •_'_!i`Ses abova and 'xlw ccocnd driving cf nails or ctr.e: .eznanicai d^_V1ce5 of any kind and cx=_irate plant lo_atic•:c befcre digging operations into the bark of any tree. beg 6. AL: "72: Kis ^MU-1. KT a ?i. c.i *,"p hi✓., ;.4/A, I The land coax Contractor 0-all p-cvide a written S",7antq ,!AL trL'-Td- ME'"Vhti.F-� �!}'/'Y' AP.dVE. Flit. <iV1Ff7e5 to the Owncr for all plant sail for a Period no lcsl ninety (90) days fray the time of _final inspection and 7. All hedges =hall ba planted w:.th twelve (12") inches acceptance by the owner clear space between inter branches and building walla, L, L% PI-7V\J ICE:',-:� :at;Z;A'D AMM TD I'& 'FLjkllY fcnres or pavcalent adQes at tho tine of planting. * I V_V-a I, ATE-P B. Icigatio;T =hall be by an autocatic, rest froe system . with 100% coverage and a minis:•--' of 59% overlap of spray ' 9. Planting mil shall �oc at '_east 50% *and and 50% muck pulverised ant war free, to be mires w.tr. free frost rocks and debris and bacif''led into plant - Cite kvy weshinc in. 10. Fertilize-- for trees and'shrcbs dull be a general • e_til-_ e_ (6-6-6) with trace elemanta, in andpan an aa} .. as we11 as lE-P-1 anal shall_ be mined with the planting - soil at the tine of bcckfillinq. Fertiliser for ?a Les - shall be a general palm fertili=er with trace elements. Application rotas for all fertilizer shell be 112 the sanutactcrers rec c,0endatixa for established plants. LANDSCAPING NOTES NEW PALM 2-PL1 wool BRAC 2'.4' TREA 2' MI OF MULCH CANOPY TREE GUYING DETAI WATERING SAUCER—\ \ N 1 N.T.Co. 2-.4'.24• PAESS..RE l � �d TYPICAL CONTAINER 1 TREATED PINE— - r c• p ft` �6 tee• -'1 GROUND STAKE ML; E �. LAYEsHnuR 2* MICROWN LATERTOPSOIL 1 MI%— — •, �`S'MIN Y} ,., r , OF MULCH--� SUBSOIL _- Y &pill U -It"I TOPSOIL yI -�,T svosolL itll - 1;V PALM STAKING DETAIL SHRUB DETAIL H.7. �). N.t,. LANDSCAPING DETAILS ❑BER riOgE :E GUY WIRE 10 MTN FLAG — GEO CKLE .ATER :N 4'PRESSURE I PINE STAKI MIS aa:1mzll Comm. 8303,00 v ( s I 1, Af 421110 �i h> Wi" its fa.1.61-) ELT/ e`j 4>Tj4EV `3 I !'arat �tcu ty i CrTIJ I.V".n" yelp FX4d 7 1 z; ?40, - a yh 7YP ! INTERIOR ELEVATIONS — SALES AREA, I L." SOU' WEST ELEVATION. FI)4. a �."via,1.YL +:'-�v;4- tsrJ WnGL Ail- V-46 f'I.A'(TF+StM - h'U-.f.�4�i t-121j' u75J£'Y�'TJ 'fS`t.. I VA �.Fit*+� +'. 'tG!" GLEAA J' 1✓IlilaY«'." . ID 4" , t-s" w 86Nir13a � ,: i •' M44:*.�;7:f*'t7 VA•4AH<.� t— t,AQS2L+�& PAFaL`k %� t.:/ 3/R G�`fQ �� I'i3' Wa-'ii' � uAL,ar-ic•� Az/F= CIA 1 ' trNl -», t w E: 1/81, _ 1,_�II n 4 , s r � � "WWI �:.�ffi➢1'IiYiiV 'fir' BII If1 , � � - ■1 ;. "—:;•�:,� �.�._.. ram,. ,� s - k r — Ji ld 4 %4- 6 i" „ RITE AID DRUGSTORE REFLECTED CEILING PLANT 1,4 1?A.,�1,W iMG X- ?A?-7'TioN! 4" vIUYL I a ro TOILET ROOM ELEVATIONS o LU H ul uJ Q) co L LU n` Vi L L co SCALE: 1/4n 1t—On Q m Lu m Lil(D � ' - GeALv+ J t� t-7An dJ t, z-'f fry;M �4,044T.) F a. 2>i.`3 I91t>✓.� i �} fG c® F' { G i, 9: M s�L r 'fb Y ir"ziZEl� < 1 i i GE y d I — C ` I i CE - No c tLlo rJ iT fG} W : 'h eaFFtG� V NYL -71LZ oN '& WeWA, �F t Qto" u.t f-af - 4�*,3 Tfz, LOFT/OFFICE SECTION SCALE: 3/4" _ 11_()„ ADACHE ASSOCIATES ARCHITECTS, P.A. ® BEP 281989 cometpp. (n� PARKING OWMWMK FOOD LION A 2 Al RETAIL Ci u o o cO O cD RETAIL I $ RETAti RITE Al BUILDING KEY J,x S ��E h let �++ c 1. �+ YYL�L�L Jrl 1 �1 _3T AF 42710 ! Y Fj _�_-ice G1.AC�DkNGi CTO *44T4N FT, h4V W -lpl1l O#t 1"T, h��. tV -5Hr+�lh A7 f; BAN {Dl { jP4r1"j' rm t LTTI-71 i w SCALE: 1 1/2" = 1'-0, PT, I Up,]V I "ZI { DETAIL SCALE: 3" T It p . 8 SCALE: 3" = 1'-0TV DETAIL i PryMoGV FAh.�13DIQ 7- LL Lb �Q "V , A M Zry ■ Cti W LO u U) In r� V UJ j 43 O ®V rn UJ SCALE: 3" = 11-011 W lV W U 2- o 0 O s co Y, zz Y _ ® - L ® 0) L W Z} U L ® 0 r O LO LO SCALE: 3" = 1'-0" ,rp7s;ons ADACW ,',:'30CIATES ARCH 11LCTS, P.A. $EP 281989 comet. 8303.00 sheet a 1 of seel WE SCALE: 3" — 1'-0" ETAIL "ROOM• WAINSCOT a ROOM - NAME , r rrrrrrrrrrrrrrrrrrrrr�rrr�rrrrr � rrrrrrrrr rrrrr. rrrr® rr®rrrrr �r rrrrr�rr®rr r�rr�r�rrrrrarrrr�rrrrrrr■ � - rr .rrrrrrr. rrr rr�r�Prr rrrrrr■ � rr rrrrrrr rrrrr rrrrrrr rrrrr■ � - rr rrrrrrr rrrr rrr rrr �rrrirr� rrr ■r�rirrrm mo rrrrr rrrrr rrr mmom■ ® momrrrrrrr rrrrr rrrrr® rrrrrrr■ ® rr rrrrrrr ®rrr rrrrrrr. rrrrrr■ rr rrriirrirrr �r�rrr rrorrr�rirr rrr momrrrrrrrr rrrrrrr rsgsss& rr®rrrrr ® - rr rrrrrrrrrrrrr� rrrrr ® omm ommmommmrrr�r momM rIMMMrr■rMirr■ rrrrrrrrrrrrrrrrrrrrr��rrrrrrr� ...r�..��■��i•������������i� �®rrrrr■ I CEILING f iv A. or J -(o" t%-kT5 v Vil.lYlr TiLA, LI�t V� 2' "PLAN vf IPUS ; 5H;J;,r A-277 til�x. -7o+Jr 'FAl�4r MA'5D4417f VT, -PINUP f,>ra1 =tom" l V fT i7EG.'L A,)!PoV15 -r rJoTF- #-I AAA �tT --- _;_ r +<.,. THE CONTRACTOR FOR THAT PORTION OF THE WORK. 51, PRIOR TO STARTING WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL r`- NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE PLANS. THE FIGURES IN WRITING UPON THE DRAWINGS SHOWING OR INDICATING SCALE: 11/2° 1°-0rt . trip w, One layer %. typo X gypsum wallboard or veneer base applied DIMENSIONS, SHALL BE USED INSTEAD OF SCALING THE DRAWINGS. NO MEASUREMENTS BY SCALING SHALL BE USED AS DIMENSIONS TO WORK BY. FIELD MEASUREMENTS ARE THE RESPONSIBILITY OF THE GENERAL at right anoles or parallel to oach side of 3%0 metal studs 240 WP 1200 act with I type S drywall screws 8" o a. to vertical edges and TbIc►mess: 4r/r° 12" o.c. to top and bottom runners and Intermediale atuds. Stag- Limiting Height: 17134 ger all vertical and horizontal Joints 24' o.a each side and op- Approx. Weight: 0 pat posite sides. (NLB) Fire Test: FM WP-45, 6.19.60 OSU T1770, 8161 Sound Test: NGC 2386, 7.20.70 CONTRACTOR. SHOP DRAWINGS MUST BE VERIFIED ON THE JOB SITE. 6. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE BUILDING BROOM CLEAN. ALL GLASS SHALL BE THOROUGHLY CLEANED AT COMPLETION OF CONSTRUCTION. ANY PAINT SPECKS AND OTHER CONSTRUCTION MARKS SHALL BE REMOVED FROM ALL FINISHED SURFACES. T. .. .,._ 7. SITE WORK: SCRAPE SLAB AREA CLEAR OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN SAND TO ELEVATION OF BOTTOM OF SLAB. SURFACE MATERIAL CAN BE USED AS SITE FILL. 8. WORK PERFORMED AND ALL MATERIAL USED SHALL BE THOROUGHLY PROTECTED FROM THE WEATHER AND FROM ANY DAMAGE DURING CONSTRUCTION. SUCH PROTECTION TO BE USED AND SUCH LABOR, TARPAULINS, BOAkDS, FRAMES, CANVAS, SHALL BE FURNISHED BY THE GENERAL CONTRACTOR. ANY DAMAGE OCCURRING TO MATERIALS BY REASON OF THE CONTRACTOR FAILING TO THOROUGHLY PROTECT IT, SHALL BE F ' MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE, WHETHER OR NOT F HE HAS RECEIVED ORDERS FROM THE ARCHITECT TO PROTECT SUCH MATERIAL OR WORK. PROVIDE AND MAINTAIN BARRICADES, FENCES OR t©. SEP 281969-- ENCLOSURES FOR THE PROJECT SAFETY, IN ACCORDANCE TO OSHA AND LOCAL ORDINANCES. 9. ALL LUMBER SHALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS OF 1000 PSI, OR NO. 2 SOUTHERN PINE, UNLESS OTHERWISE NUT'ED, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE comm. TREATED. 8303.00 10. ALL METAL USED FOR CONNECTION WOOD MEMBERS SHALL BE GALVANIZED. ALL NAILS, BOLTS, AND OTHER METAL CONNECTORS SHALL BE GALVANIZED OR CORROSION RESISTANT. sheet 11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS, AND RESTRICTIONS HAVING JURISDICTION. FIRE STOPPING REQUIREMENT 1.2 ALL 57RdJG"1tCtiAL 6I AND w0017 TRUSSES TO BE FULLY ENGINEERED seal Penetrations through rated walls AND APPROVED. SUBMIT COPIES (3) OF SHOP DRAWINGS TO ARCHITECT and floors shall be sealed with a PRIOR TO FABRICATION. material capable of preventing the passage of flames and hot gasses 13. ALL WOOD TRUSSES BEARING ON CONCRETE TIE BEAMS TO HAVE when subjected to the requirements GALVANIZED METAL TRUSS SEATS CAST INTO CONCRETE @ EACH TRUSS w' of the Test Standard specific for TYPICAL. Fire Stops ASTM E-814/UL 1479. 1.2-. 6Tt. MANUFACTURER TO COORDINATE TRUSS FABRICATION WITH AIR CONDITIONING nrrrm 4-- .n,. ,: ,.:..,. « . .:. ,y: � r..: . n .. J*r«.:.. . ,c .. . :.: -a. . . ar. >•' . "e . 5 ..:' � ^9.""'Y 5 t ,$F�i � C ,"y' , €na £:iN :n rt,.l .. a '`,.: '. 'i �' ":'... ;:-. 4 � v, J tt .^�•�� - .../•:�.. WN . .. « ,,77777777 :, .. ,{;. .,.. .. . a. n .. r•;:. •l "ar - L rw n « A ^ i k i , x a r - ( , I / y K a 9 • t. is . yr a - ..a Y i .. , G }+ n a r z =�r r ■ .. A. 1 / - ♦ « M' a. r_ rc RETAIL �x a `r. £ - r a• ,.. a .�': `; ✓ . , . .n, n- s. :. x.. .. �, o, "t - co CD lx u5 F mmw Y' T 3 v' �. r. x. „ , . r.. .rv-} ..,x ..,'. .. , . i, ✓ _ .n ..ems _ _. _ ....- __ .. • _._. .. ._... �.: ♦ r 3 Y c E BUILDIN i A} +.-.0 �. -., '�. . ... _ ,,.�.,... . . ,. . .. , -. $ , .ccv^. 'Yll{,,D�Sx�S$as.." A r._ REINFORCED MASONRY WALLS: 41 GENERAL BEAM SCHEDULE NOTES: t A. CONCRETE UNITS TO BE ASTM C90-75. ASTM GRADES NI OR NII. P"w PAL, c ; + 4ic"Y'lu B. MORTAR TYPE M PER ASTM C270-82. C. GROUT: 1. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C476-80. 2. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. 3. ALL GROUT SHALL BE FLUID CONSISTENCY, WHICH MEANS THAT CONSISTENCY BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. 4. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER. D. REINFORCING: 1. VERTICAL: a. ASTM A615-80 PER REINFORCING SECTION (GRADE 60). b. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -QUARTER INCH FROM THE MASONRY. d. VERTICAL REINFORCEMENT: SHALL BE AS SCHEDULED IN THE WALL REINFORCING AND COLUMN SCHEDULES. VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN 1 #5 UNLESS NOTED OTHER- WISE. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY. 2. HORIZONTAL: a. MASONRY WALL REINFORCEMENT SHALL BE LADUR-TYPE (DOUBLE) AS MANUFACTURED BY DUR-O-WALL OR APPROVED MATERIAL WITH EQUAL MORTAR BOND, CROSS ROD SPACING AND APPLICABLE BUILDING CODE APPROVAL. MATERIAL SHALL BE MANUFACTURED FROM GAGE WIRE CONFORMING TO ASTM A82-79 WITH CROSS RODS BUTT WELDED TO SIDE RODS. b. WIRE REINFORCEMENT SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT. JOINTS WITH WIRE REINFORCEMENT SHALL BE AT LEAST TWICE THE THICKNESS OF THE WIRE. C. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. d. HORIZONTAL REINFORCEMENT: SHALL BE PROVIDED AS SCHEDULED IN WALL REINFORCING AND BEAM SCHEDULES. HORIZONTAL REIN- FORCING SHALL BE PROVIDED (2 #5 UNLESS NOTED OTHERWISE) AT THE BOTTOM AND TOP OF ALL WALL OPENINGS AND IS TO EXTEND 2'-0" PAST OPENING EDGES. E. GENERAL: ALL REINFORCING MASONRY WORK SHALL CONFORM TO ACI 531.1-76(8 "SPECIFICATIONS FOR CONCRETE MASONRY CONSTRUCTION". .,."" Pe ntordng bar spseen. IN NEDULE ** SEE .TOIST GIRDER MFR. FOR CETAILS SOOT//t/G SCHEDULE Fla. S/2E RE/NpORC/NG RENtARK5 Bot. ea. Way (J.Q. C. F1 6'-0" x6'-0" x 14" 6#6 F215'-6"x5'-6" x 14" F3I5'-0"x5'-0" x 12" F=1 14'-6" x 4'-6" x 12 F51 3'-6" x 3'-6" x 12" F613'-O" x 3' -- 0" x 10" F71 2'-6" x 2' -6" x 10" F8 1 16 x 10 F9118 x 10 F101 20 x 10 F111 24 x 10 Fit. I Ico x to * 6# 5 5#5 5#5 - 4 # 3#5 3 # 5' 2 # 5 Bot. Cont. 2 # 5 Bot. Cont. 2 # 5 Bot. Cont. 3 #5 Bot. Cont. # 4 @ 48" B. Trans. 2 ''III5 Eva+, con+. �(.� O✓i OI lTi 1 G 1. SCHEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM UNLESS NOTED OTHERWISE. STIRRUPS SHALL BE TYPE S-6 S HOOPS SHALL BE TYPE T-2 TYPICAL CRSI BAR BENDS UNLESS NOTED OTHERWISE. 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACING OF BLOCK BELOW. 4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THRU TIE BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS. 5. ALL TIE BEAM TOP REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS (28" MAXIMUM) AND ADD 2 #5 BOTTOM IF DROP EXCEEDS 8". 7. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8" MAXIMUM) TO FIT BLOCK WORK. B. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. 9. MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. GW1IL.6VE.R 5-1 1/a5-I NLSZ 1/65-� 1/1 S-3 r bP bsR rTo� D4R FT oP;6AR FFexwrT � i T 5 iSoT T. t +R 1 ' I I ioPS 014 STtIC141P5 I HOoQS OR STtfCRJP5 4 o� Mlr-�• SPAc✓o FROM I SPpc�o FF�M ' SuPPoRT fAG6 I (TYPICAL.) SUPpofrT 1 A /5 1s SGHEGtJL rmo 80T TOM BARS - TOP e�AZ5 - ,� CAP-5 �jEhlt�r►-)G 0(ASRAN1 FvK CAST IN PL,AG6 rn�Jrft FTG P!�F•AU_5; 8 SLLAf!5S BM, ELEV. rr- OF Sm. SIZE RE/N�oRcfntG - 3 Sr/RQuPS 41 r F_MARKS B07L rdP E' G' No. SPA�fN6 B-1 12'•o" 13x24 2#7 2#6 j-- 3@8 0,, B-2 y12'-o' 8x24 2#6 2#5 8( 10" - B3 +ki'-4" 8x7.6 2#6 2#5 12 Cl) 6" B4 -H1'-4. 1x16 29 5 2 # 5 10 C 6" - -� --- aa U!;l 1-11L4" 129I4- 1*3 2*5 --- - rl7e74 +tt=1" i2416, 2?t5 23irr7 - ---- I M'?p5 'k 12x16 ',Z#ai 1 -z4!5 A +11'-3Y.2 -- 1'2xico 2+#*5 2*5 N 7 t9-io" SxIG 107 107 MTbb +13'-tom' 23hiG. 1'#'7 1*7 mIbIq bxi66 1#11 1*7 Mho &xiG 10'7 (#7 A K7e712 )t $AIG 10 1#7 f3, if tl�^S' tl�y` 712a MLA 5t1'l 5" $xiG I#'7 I*7 MTbi4 +I�-2Y2' bAlr. 1*7 1#7 _ KrV15 6AIG 1#7 1497 j Pou= coku;iToG j d•x8'X 14 LINTZ" ®^%6'K 16 LI-TEi. o" Ia,.N�4- 000.NZR CD .9^ ^N' TV V27 271 2723 Yd d 3n xTl ' v,. 4 1 e T s ' 1 < G H D h L ---------------- O/MIENS"EONS REiNFpi4Clh'G - - �' A s �� A Y 12' �'9 3' 8" +4a48 2+F5' I2' Ii 2'2' 4' 8' I*4a32"!I 2f5 OM / r No. Joifv r,q7 �. Fi PST Gor�RSE '47, 32"% zI, R L A r E S 8 WELD W bCK75 DE�tA�/L /c: H i-L-i ��� %,xtz I%dx4y4°xlo IF %sx4'�4,cA4. 12" `/rr, 4-'`S %xl44zxi4 1K431bxto 2x4'%4�'/b 14'/2 516 S- 4 IG YgxQsi:i �bx2l�xio /�2y2x2Ya ro 1 /4 2-//4 4 DF' .', CON(_.' ,. ,K SHALL CONFORM TO ALL REQUIREMENTS AND - RF :S OF ACI 301-/2(81)"SPECIFICATION FOR STRUCTURAL CONCRETE FOr, _ CONCRETE: TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94-81 A STRENGTH AS STI'F'D BELOW, AT 28 DAYS, WITH A PLASTIC AND WORKABLE MIX. A CERTI 'ATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED. NO .13 TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF EN, hR OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TL• AT POINT OF DEPOSIT IS 90 MINUTES. 3ogNo PSI REINFIr-:LING STEEL: BARS TO BE A615-82(S1)GRADE 60 (UNLESS NOTED OTHERWISE), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES (ACI 315-80) AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-83). SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185-79. ERECTION: THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION AND SAFE STABILITY OF THE FRAME UNTIL THE STRUCTURAL SYSTEM IS COMPLETED AND CAPABLE OF RESISTING ALL DESIGN FORCES. MAKE ADEQUATE PROVISIONS FOR ERECTION STRESSES AND FOR SUFFICIENT TEMPORARY BRACING TO KEEP THE STRUCTURAL SYSTEM PLUMB AND IN TRUE ALIGNMENT UNTIL COMPLETION. INCLUDING ALL THE ELEMENTS WHICH ARE A PART OF THE WIND RESISTING SYSTEM. ERECTION OPERATIONS, INCLUDING THE INSTALLATION. OF TEMPORARY SHORING, SHALL BE CARRIED OUI WITHOUT LOADING PORTIONS OF THE STRUCTURAL FRAME AND NON-STRUCTURAL CONSTRUCTION IN EXCESS OF THEIR SAFE LOAD CARRYING CAPACITY. WHERE THE LOAD CAPACITY OF THE STRUCTURE MAY BE EXCEEDED,, SHORE CONSTRUCTED PORTIONS OF THE STRUCTURE, AS REQUIRED, TO POSITIVE FOUNDATION SUPPORTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD. ANY INSPECTIONS BY THE ENGINEER ARE IN THE FORM OF RANDOM SAMPLING QUALITY CONTROL ONLY AND DO NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED DRAWINGS. STEEL JOISTS: SHALL BE SIZE AND SPACING AS SHOWN ON THESE DRAWINGS, UNLESS NOTED OTHERWISE JOISTS SHALL BE FABRICATED, CONNECTED AND BRIDGED IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS. ENDS OF ALL BRIDGING I-INES TERMINATING AT WALLS OR..BEAMS SHALL BE ANCHORED THERETO AT TOP AND BOTTOM CHORDS. ALL BRIDGING SHALL BE WELDED AT ALL POINTS OF CONTACT TO DEVELOP FULL STRENGTH OF BRIDGING MEMBER. ALL CROSS BRIDGING SHALL BE WELDED AT ITS CENTER POINT ..(WELD SHALL NOT DAMAGE JOIST). SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. STRUCTURAL STEEL: SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS (UNLESS NOTED OTHERWISE) : 1 Pam, PL,A&- A3G-blab Mom✓- A3r15-65c; T` A50-4jr b-y2a W21-05- 4VV15, A5,1, 6:70X)( STEEL TO RECEIVE SHOP COATS AND FIELD TOUCH-UP OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. ALL WELDING, SHOP FABRICATION AND SHOP PAINTING SHALL CONFORM TO THE RISC SPECIFICATIONS, (EIGHTH EDITION), FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. SHOP DRAWINGS: 7 DAYS FOR REVIEW PLUS TIME FOR REDRAWINGS OF CORRECTED ITEMS. SECURE WRITTEN REVIEW FROM ENGINEER PRIOR TO FABRICATION, ERECTION OR INSTALLATION. ANY REVIEW BY ENGINEER OF SUCH SHOP DRAWINGS DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO CONTRACT DOCUMENTS UNLESS ,PECIFICALLY NOTED OTHERWISE. EXISTING SOIL COMPACTION: EXISTING SOIL SHALL BE COMPACTED TO `F7 % MODIFIED PROCTOR (ASTM D1557-78) WITHIN A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2504'> SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE bIADE 12 INCHES BELOW THE COMPACTED SURFACE. RESULTS OF PROCTOR TESTIS) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ENGINEER. FILL COMPACTION: FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69(75)WITH LESS THAN 12% PASSING #200 SIEVE, TO BE VERIFIED BY SIEVE ANALYSIS AND REVIEW BY THE ENGINEER PRIOR TO DELIVERY TO THE JOBSITE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED TO 95 % MODIFIED PROCTOR (ASTM D1557-78). AT LEAST ONE DENSITY TEST SHALL BE MADE PER 25OZ� SQUARE FEET OF COMPACTED AREA. THE RESULTS OF PROCTOR TESTS(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ENGINEER. SOIL BEARING PRESSURES: FOR AN AVERAGE FOOTING SIZE OF 4'-4e Xaytr", THE SAFE SOIL BEARING PRESSURE IS 24;c+0 PSF. IJoTe &: i9eE �'h'tA''9'f?tr,Jwr'1' -ne f ,I SAIL" ee:L.o` .. mm I_iJ Io Lo f 0 l'J n I, q m�m Cn9 A l'J I 0 a i f ty L n1 f 70 .x lJ t 43 � � L 0 a k Pj W 0 QD ... 41 0 O r r, •v .:.,. i ri i L� /r Ir--i ter++ i.GCJG /vc.i vs._ v � , rw i• �i v �� r•�c-`,v c.-i ...�is r TGt 7� - Gs�LU�bI V GELON/ W 0 R- ndc (SEC Gnrl.VI16 z /m6 ) M/o - DEP%y � � cE,v7�fccif�E 1 ''•�` ; , ,�.' :mil ">'`.L,� K ! rrE,�/D RE/Nf'G. N1.4RK GE6EN•J 8303.00 So lb _ ,�FOt7Tl/w"" ASSGNEtJULED „t' SECTION .=ram TYPIG'AL BLDCK RZrT,4//VING WALL AT 9606,. --.__ - ° N X-R�rN F. � 3 Ae 42;10 - I ( AIC OJV I T I —J PrP� 3" 57-0, C04. A•v1 BASE -AND CAP 46 %2'rxs"x SJJ \ L-/X2"x/�/2'A' �/B'WELDED To ToP AND BorroA,; ✓oIST CHORDS Ar ALL P11-v coLutit,vs G,QosS SECT/ON 1 I A1e uN/T L -IX2 x r /%2,J,,- %B" BRAG/NG AT ALL P/,pE COLUMNS t ✓oIST SPAcrNG AS PER PLAN --------^I----- __._^'i ADD EO ✓OIS r5 L0,v61r4J,01A1A1 SEcTioAl A/C Uit//T SUPPORT DETA/LS r nf. %d 3 Lrs ar Sr, Trf'E A (✓olsr DEEPER THAN STRUGT'L, STEEI� .3 �s N J S r SEAT -� ✓olsr SEAT I 1 / ANcNoK JOIST ANcNoR \ � ✓oIST - - BRIDGING � ANc,yoJg < G. L.. O,) TYP. BorN TYP. Both %a 3 L's °F✓sr L's op ✓sr. %d 3 rrPE 'c / rrPE 'D ✓0/57 DEEPER THAN coNC,� (CoNc. DEEPER TJVAN JOIST) STEEL JO/ST MOME,VT DETA/L5 COLUMN I /�� BASE t. SEE COLUMn' / SCNEDUL E - \ � r , COLUMN %4' OTIFFEItJER �. c' ( SEE t�L.drl F012 GAF' /il, SEE GOLU'MN SCNEOUL. E i 3 "w"s.''' . '•���`e'e'�,'"1t i=.'':;�'`..'t�'-',:ar'�"""-�v- -rr..—:: e. ....-�4 JOIST ,AS PEA SFAGIIJ �- I %2 x I%2 x '/8- WELDBD To Top A�+O b07TOwt Jp(gT GHOADS C Ra'ss E-D =GT I oI,J r"CIN(2) L-GCATEO UJ JOER CuKbs 1-4O4JGI7UCDIkJAL SS C71cIJ Ai, j E rilo ACzS \�oR SLAB oR RoaF DEcJIt /%2 ~ x 3114" VERTICAL SPR/NKLER MAIN —� 2"x2X2"x3/r, To BE L0CATEo AT EACH PIPE //ANGER, to JI M14X/A'IUM SPR/NKLER MA/A/ 10A11/ S uppoR T D_ETA /L S SPRINKLER MAIN IoAeALLEC To STEEL Jo/ST) - I, �� LI /4 2° GIRDER SAT T, B -- TCP OF TIE gcpM Y21 A.8' ELEV. SEE ?16 DIS11 'ME CJ�") toll 5C-EpIJL6�1_ i PCGKET PprtSEAT .2 - X2 ° e Ili 111 —r_ T Ili i i riEs ,�i IIII II II G III �cE GROER ` T �I II 20 $a 2" IL—GOJG2� E - — - - I CO:. SEE PLAN 1 ,a MiIJ, /+-34P (!:tAfK MPR'S. ILAvJ;N65 Jc''157 a1K0_Z_I1K S=AT CE,TAIL r No SCALE Q= o" MIA,/ STEPPED icC)OTING OE 7AI L K STEEL JOIST GIRDER DESIGN: 1. CHORD AND WEB MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR JOIST GIRDERS OF THE STEEL JOIST INSTITUTE WITH THE FOLLOWING ADDITION REQUIRMENTS. 2. TOP CHORD - THE TOP CHORD SHALL BE pESIGNED AS A COMPRESS WITH PARTIAL LATERAL RESTRAINT. THE LTIBRACED LENGTH ION MEMBER IN THE LATER DIRECTION SHALL BE TAKEN AS THE SPACING BETWEEN THE JOISTS BEARING ON THE GIRDER. 3. TENSION WEBS - IN ADDITION TO ALL OTHER DESIGN REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF GIRDER JOIST, TENSION WEBS OF JOIST GIRDERS SHALL BE DESIGNED FOR A STRESS REVERALS (COMPRESSION) EQUIVALENT TO A VERTICAL SHEAR OF NOT LESS THAN 25 PERCENT OF THE END REACTION. 4. COMPRESSION WEBS - COMPRESSION WEBS SHALL BE DESIGNED USING A STIFFNESS FACTOR OF K=1e 5. BEARING - JOIST GIRDERS SHALL BEAR AT LEAST 4" OVER STEEL ANCHOR SEATS (SEE DETAIL SHEET S-5) AND WELDED, TWO SIDE WITH 3;" OF 5/1611 E-70 WELD (TOTAL 6 5/16 WELD), 6. BRIDGING - JOIST GIRDERS SHALL BE PROPORTIONED SUCH THAT THEY CAN BE ERECTED WITHOUT BRIDGING. BOTTOM CHORD "X" BRACES SHALL BE FURNISHED TO LIMIT THE L/Ry OF THE BOTTOM CHORD TO 240e 7. STABILIZER PLATES - BOTTOM CHORD SHALL BE STABILIZED LATERALLY AT C SHALL NOT NBEOWELDED TTOISTAESLIZERAS EPLATES UNTILA AALL DEADTLOADSOARE PRESENT ON THE GIRDER JOIST. STEEL OPEN WEB GIRDER (JOIST GIRDERS): 1. SHALL BE DESIGNED IN ACCORDANCE WITH SJI STANDARD SPECIFICATION FOR JOIST GIRDERS TO INCLUDE ALL BRACING. For a given joist girder span, the designer first determines the number of joist spaces. Then the panel point loads are calculated and a depth Is selected. STA40ARD DEaIONATION 48G SN 8.8K 1 cn�5.a' �yf +al RIB lOM en EKrr ►ny1 fWn1 ID" KIP low it*.) FP1111ny18t,I.f�T`x&Ct sp eonrtgura' 0 may Mat mown. Contact layout meat ba JOIST GIRDER DETAILS (a) WELD(e) JOIST BOLTED OWDER BOLTED TO GIRDER fsi TO COLUMN ((bb)--F7— O 14-1 Ef Wxo WELD (a) I tar STABILIZER PLATE — 3i'STABILIZER PLATE - a•r OePa•Iweb M.+d W I b In .V W OMbrwytapBPr, b aM 'eZ+l a IM fl.ppeE reC MrN In Eesrpn W'J. „erprn ubW. 10 c. eo ,rnr ae.aP �'eY" Ra .owe Gaup ♦e . KMwpKWl110 o"e •wbt. one •wxe ee..0 - - a. • s n.h EXT. Jp,Be t'l.q,wG O• di[ BUTpw CwORD BA.Ct FUND',r BWE OMLT OT PRD[A t[CTIp, TIM{I h• r :weer f..aenl JPrE- OAPEA wee t. e� �% w a n �� /' j w.r. eeC �.nm-(o P.rtn CannecTon 111 w Dnl.0 er p�be Anpir JOIST GIRDER NOTES (a) All Joist Girder dimensions shown are subject to to transmit horizontal forces. When welding is change when required by the physical size of large required, the amount of weld should be Specified Joist Girders. If changes are necessary, by the desiggner. UNLESS OTHERWISE SPECI- so note on the approval drawings. FIED, BOTTOM CHORD STRUTS SHOULD NOT IN The standard connection for Joist Girders to BE WELDED UNTIL THE DEAD LOAD IS co,urn»s Is ",SE inch slots for 3,< inch bolts,n oirder APPLIED. bearings The girder erection bolts are by others (e' Joists are connected to the girder It the designer wisf',es to use the Joist Girder bear- that the joists at (a• ne re, • ' ing to transmit horizontal loads, he should specify boiled (O.S.H.A. Sec. 191012 the required amount of weld to connect the Joist ards Sec. 1518.751). ` informa- tionGirder seeseat the the section of Fthisdcatalog inJOIST . (f) The 1/ry of the bottom chord of the Joist Girder can. GIRDERS IN MOMENT RESISTIVE FRAMES." not exceed 240. For STANDARD Joist Girders, the (c) Stabilizer plates between bottom chord angles stabs- Brace Chart" in designer can use t)!he 'Joist Girder Bottom Chord lize the bottom chord laterally and brace the Joist Weight able/JoissttnGtirdelrss�G iSeries- th the fosselect uthe Girder against overturning during erection. correct number of bottom chord braces. Joist (d) Joist Girder bottom chord struts do not require "Id- Girders which must resist uplift, end moments, or ing to the stabilizer plate unless required by design axial bottom chord forces will require additional braces. COL, ASlit - S c A QDuLEO COL, 4( ^A55 GOWELS 5//1[[ SS e s z5 � I ! QuAA/T/TY A5 Q -- GOA7 COL, N/ 11; COL. 45iA44 ., 1 `� VA5*�C *t CovE4 it Ze Y b • � W nN — , L-_ Q ? LEV!lUNd V F rVUTS AL? 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I A �P I A I B I - C 11 A JB IC - IA HR P = - am m�� . w gal, -- -mumm I om ; EMEENIMEME -- 111111111 Ma-.I,iLv,tx in ENEIIIIIII1mmImMEE= 1111�f I ME EMENEEIIIIIIIII NEW 11 111ZEIII itI11110 mI EMEN I I I I I 1, I'll, I I i I �' i Auk z' - I �' - , m MOEN m = MENIN MENIM mm"", � I � �11�1- I I I , I - - � - 1�1 In- I � , �, I I I �Wi . � I � I ... ", 11 ­ I 'i � F l � - - I I � ' I , 1 7 ,I 1, I � � I I � , - ` " , v � lill", 1, - I I'l, 11 I il � L - � i ' ill 't � , -��'� F� , , -,'l-'-"'l" ,%. i 1 i � ji"i , , , , , �' 11� I N � I 1, , , : I , At I . l" 4 1 , "� Mi, .' m m = = EMMEINE MENEINNE mmmmm ENS MEMO� INE MEM Elm =11IIIIIIIIIIIIIIIIIIIIIIIIII INNER MEN 'a � , , , �i , x - , m-mmoolm""', �!::%"'' �' I i &MMIE@ m ME I I � I l ! I � I , I ,� � , I ,� , , " I " juiw"mmoy-w-afflom I .9 of " I � I a 1 V -1 - - - I I R I I 1, * RACR RATED ** 65000A INTj (407) ��'�' ? , � ,I I, W, � I I / t" 01 11'1�;- I L � � I I, 4 1 - I- I � ir, � I I I �' w t' " I �'�-:�1'7' I , , , , 111giS, , '' I 'll! I " - I 0 LI�HTrI iG FIxTUI�E 'YPE OA' C 2 LTC1, FIX?•� ._ �� Ti E O13` ( I Li. FIX.T.El—� • � r ' -- GoNCRe-(E POLE. �. ( W IND LOAD ViITI+s-,idliD 100 MPH WITil 1•'5 GUST F4,0- OR PARr�IIG BUMPER E ISTING TRAFFIC LIG FEDERAL H I G H W A Y GRADE ✓ L� co PYLON SIGN *-------- --- W I e I N G i N P J G co N D U IT ` I .,or.1.c��-ems g� r' rt, s LIGHT POLE DETAIL t O LO Lb I. IN-�7AL-L Ai PER POLE I"I/�NUF/3CT�12ER�z DIREGTDtJS GOC>t2pl 1A" LC�GA-t Iar.i Wi H C �JI L ENGI 6 T I t�1 GI R•S DWCAS• 2. LIfnHTINf� FixTJ2E. A2c/-. LiI P:: TLJRE PI'c C�.sT �' F-•1 A L I"'I INJ U F-I0Li i NI �y tt # x M �t� W }-FPS Zo VAG LL�r�IP /�NC� / (3 Co, i 8G• IN I PVG a /'�♦ a-jPF &A,L�A3T C-R'�r HIND HIiI �{D �GZDW W)7111 W r"c)TOCEL-L WI-Il 1NrI1r-,4 f✓ >. / z5� T PARCEL # 4 'rIi �°• % H OUT C7 OUT U PARCEL# 3 T P d �, 43 ry 36,000 S.F. !.i 40,000 S.F. 4 i I 1 ' t o r� OUT PARCEL # 2 OUT PARCEL # 1 r,50,000 S.F. rj52,000 S.F. y 'O L b A o 1, •�` 1 �' i � 4- N ro kn� l � OUT PARCEL # S op Iv 39,000 S.F. o.n. PF - _ i 2 3 1 8G, I'/4 C /' i C� G1 V �,�.` 4- 1G > 5 2 F F yl� ------ C' ,- Y O L 7/ b m \ 3 (q R / � o �g� -VO 5'� F 12'AP . 0 2 E -0 NOTE, (D O f,/�� '.. _ III TO BETOP FFLUSH WITHTDOLLY PADS. °. W T. cnr� / r �- s cONc.hlil �I,I iii!// LY ,•,•=7 ,Jf V' ' kr,, \ 1 MET�R� v CONIC B vi4 19 I OF SLAB TO BE 4'-2' \ �v`� 6 CO SLAB ALUM. CANOPY So BARS J �:. �., ) % Zp S'�\/AC�% r 4... �' BIELSL B E V , t�-► 1\ 3 . MEN So BARS CONT.- TOP 11 F'.✓ „-, n\ ,`a - - . BELOW FIN._FLOOR • • �. \ I•_ t ' ALUMx CANUPY I 24'_ • I -- / ALUM. ,'.'9 rc \ -' • r � � • '; (l) !2'AFF r' D (T L• INSTALL METAL STAIRS 3-6 HUP DOOR L t - 3 I \ k♦ w/. \ TO MEET LOCAL W.L. - - 1 LO FUTURE EXPANSION >. S/ I RECEIVING ROM 6.29 ACRES DETAIL A \\ m 4'-0 ' Y SLAB TO BE 3'0 x 24'0 1 m �Lp• ; bx6 30 �+3�15t� w m IDETAIL ' C.C_�'%.•��.I(.�L. iV (�� 1 ICJ l..✓F3# ?! IL� j11 r�. .3 Pj„JMI ,F.) :i L.VL±' '1 iQPU. �jj 6• GUAR➢ POST (TYP) 10D. 12'Ox 6' TI:. Cam, IQ� \ - 7 CONC. SLAB v/6x6 , I METER SANK iYF \ iZ DETCILS SEE' POWER —LIFT G1AT104 D�"2MIn1D J>= G / ( J (0002CJi).1b,T1=, IAC.ATiPa;� — IIZ.i{s�.?'!CJti3 nUr•II>� GPkOL F�1.IL. o loxlo W.W.F. MISER al/J6RAM . ,i : EYi otafl0(J TbI CV'CEXiiiiIQlI ;V ,4f FE Ill 20 P0D Mc�UNTED TRc NS�oRMER PRoVIC�E rj K �' �hlCk LTG �'AC✓ / DUMPSTER PA1 4 A•FG• 5 FT CLEAR I e;,LDG• WALL AS PER F=I REQUIEZEMEll Ni GO c' IZCJI rJATE L[xATIoN WITH A+-+ rr�c-I . RETENTION AREA INSTALL METAL DRUG -- STAIRS TO MEET C hK-O�/Il PHOTOCELL UNIT I CONTROL OF ALL L16HTES LOCAL CODE. }•_2• D70w t ji z-Eii . � ® PROVIDE UG r-el TO 5W1'fCH�ioA�(�. �GORt�+I'J�.TE LFX�TiorJ 4 ArvC7 SIZE VJITr+ FGY>tD LION �LeCT21cAL PLoN 1 ss DETAIL ' B' I H.E. H.C. FEDERAL HIGHWAY �t ' m. p DETAIL .•,. v _ .. rt y„,jk DEVELOPMENT DATA GENERAL' ".l Ili• f1rlll � •EMI _ C h � h .yp'$A 't d`� H% &R' NOTES •S U xi "'.4#x af`E '�S£Y yx�^�,'±� y r `4A m"n^T CaLb� T 9 W • "I � �} � x vS' T1 , 1 1. PARKING SPACES, ARE 1J'X20' y ' FOOD LION 29,000 S.F. AISLES FOR TWO WAY ��� a:: �a •{'i '"" .�I PARKING ARE 2 3'-6" WIDE � „� a ~ 4i h�, ' k _Y �" . :' t•• z�= DRUG STORE 6720 S.F. Y n4 w S ` 2. ALL LANDSCAPING TO COMPLY WITH ST. LUCIE r ...; M1 pwr• nit• •. •••'•> � •"-'' RETAIL 15,600 S.F. _ s � sx.Aae COUNTY ORDINANCE SECTION 3.2.640 v 51,320 S.F. a _. � a -1. ALL SIGNAGE TO COMPLY WITH ST. LUCIE L j' fis w 257 PARKING SPACES ZJ S. °"'• COUNTY ORDINANCE SECTION 3.2.700 tZ" I t �• ..w � ., I lilt i CUSTOM SPACE 9,900 S.F. j 50 PARKING SPACES , ••• TOTAL 307 PARKING SPACES REQUIRED ^. s G 315 PARKING SPACES' PROVIDED ti t i IL � -P f .c, A ' © f• s ✓ - u' _ 'az%x 41rrw,� a ,j 4 � t ,£ z .., ..-. .. - ♦, to S ♦ M t r S' a Txru d P SITE PLA .. .. ._,a .. _ P .....:., , .� .. ,. OL.Y • O r k L N R 11 ,�Xi } - m.., .. :.y.: e . •. yam, r, iilft ♦ ,y r., ,. a .:, .. .,,.,.. _ ,. li - s > . ': , ._.....,&,.. ' - _. .M _"9.•: W...t ..,.,,;�-m^ .,,'..-«' a,..w .S!.. §, t, �v.t' ;w, .�i_. _...: aa..2.;as1 , ,S:"A'_'y�. ..... . � .".3 .. .,.,..:a -. ,# _. e»•4.