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Amoco 92-06560, 92-06561, 92-06562
VEGETATION , ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS REVIEW FEE C OF C FEE ROAD IMPACT FEE ROAD IMPACT DISTRICT ROAD IMPACT CREDIT ALTERNATE DEV FEE 1V /A �yso PR# FOR OFFICE USE ONLY REQUIRED [l [] (] [l (] [l (] (] (] [l DATE RECEIVED REQUIRED FEES NOT REQUIRED ■ ■ ■ ■ [l [] [l ■ ■ ■ ■ $ RADON FEE $ Ea N�,�m l/�n � -1- 10) t RCPT JS [ ] 3P Qa -oases U ROAD IMPACT ZONE YES [ ] NO[ ] $_ /y A ALT. DEV. FEE ZONE SCHOOL IMPACT FEE $ NIA SCHOOL BOARD APPROVE 17PD APPROVED POLICE IMPACT FEE $ SUB PERMITS REQUIRED SCHOOL IMPACT CREDIT YES [ ] NO [ ] FIRE IMPACTNFOEE NOT REQUIRED GAS (l [l AIR CONDITIONING ELECTRIC PLUMBING [ ] [ ] SCREEN ENCL/FENCE [ ] ROOF ■ DRIVEWAY r I [ ] ZONING CHECKS BBL _ / _LOT COVERAGE _k%_EASEMENT V'__ LOT SPLITS VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS REVIEW FEE C OF C FEE At /q n PR# FOR OFFICE USE ONLY REQUIRED DATE RECEIVED NOT REQUIRED [l � [] [l [] [] [] [] REQUIRED FEES RADON FEE $ RCPT # JS ( ] ROAD IMPACT FEE $—NJ-A— ROAD IMPACT DISTRICT ROAD IMPACT ZONE ROAD IMPACT CREDIT YES (] NO[ ] ALTERNATE DEV FEE $ N �Q _ ALT. DEV. FEE ZONE SCHOOL IMPACT FEE $ 1y / A,_ SCHOOL IMPACT CREDIT YES [ ] NO [ ] SCHOOL BOARD APPROVED FP — SCHOOL YES[ ] NO[ ] POLICE IMPACT FEE $ — FIRE IMPACT FEE $_Bla SUB PERMITS REQUIRED NOT REQUIRED GAS [ ] ( ] AIR CONDITIONING [ ] [ ] ELECTRIC [ ] [ ] PLUMBING (] ( l SCREEN ENCUFENCE [ ] ROOF DRIVEWAY (] [] / ZONING CHECKS ✓ —BBL _SLOT COVERAGE _.EASEMENT i/' LOT SPLITS ; 1V /A ., n APR# FOR OFFICE USE ONLY REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION , [ ] m ENVIRONMENTAL [ ] PLANNING/SITE PLAN CODE ENFORCEMENT [ ] USA [ ] [ ] TAZ [ ] ( ] WATER SUPPLIER [ ] ( ] SEWER SUPPLIER [ ] ( ] DER CERTIFICATION [ ] FL DNR (CCCL) (] FL DOT [ ] SLC STORMWATER PER [ ] MANGROVE ALT (] [ ] SEA TURTLE PROT r t r i REQUIRED FEES BP VALUE $ PLANS REVIEW FEE $ RADON FEE C OF C FEE $ RCPT #/ JS [ ] ROAD IMPACT FEE $N `7,094.'3C0C°✓ ��� r3r�Qa �aSal ROAD IMPACT DISTRICT I� n art % ROAD IMPACT ZONE ROAD IMPACT CREDIT YES NO[ ] ALTERNATE DEV FEE $. N /A ALT. DEV. FEE ZONE SCHOOL IMPACT FEE $. NIA SCHOOL IMPACT CREDIT YES [ ] NO [ ] SCHOOL BOARD APPROVED IX PTION YES [ ] NO[ ] POLICE IMPACT FEE $81A_ FIRE IMPACT FEE $ N /A SUB PERMITS REQUIRED NOT REQUIRED GAS (] [ ] AIR CONDITIONING [ ] [ ] ELECTRIC (] [ ] PLUMBING (] [ ] SCREEN ENCL/FENCE [ ] ROOF [ ] [ ] DRIVEWAY [� ZONING CHECKS BBL _LOT COVERAGE EASEMENT 1/' LOT SPLITS BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PLAN NUMBER I#6174 PROJECT NAME: - AMOCO SERVICE STATION BUILDING DEPT. NO.91-2583 CONTRACTOR: B & M Construction PHONE NUMBER 464-9130 ARCHITECT: MOM Engineering PHONE NUMBER 464-9130 ( 'dVNER: Amoco oil Company DATE RECEIVED 12- -9 1 9 LOCATION: 7301 Orange Av 12-10-91 BUILDING SIZE: 865 sq. ft. building & canopy NUMBER OF STORIES t OCCUPANCY TYPE: Business BUILDING HEIGHT CONSTRUCTION TYPE: SBCCI. _IV un NFPA. _II (000) FIRE PROTECTION: Automatic Sprinkler Yes_ No Occupancy Hazard N.F.P.A. #13 PERMIT INCLUDES BUILDING - CANOPY - TANK INSTALLATION - TANK REMOVAL Requirements: 1. Installation of underground fuel storage tanks shall be in accordance with NFPA 1#30. 2. A clearly identified and easily accessible switch(es) or circuit breaker(s) shall be provided at a remote location from the dispensing devices to shut off the emergency power to all dispensing devices in the event of an emergency. 3. Provide a 4" concrete filled metal bumper guard for each corner of each dispensing island to protect the dispensing device. If the island(s) are in excess of 12' additional guards shall be required at the center of the island(s). Minimum Height 4 ft.. above Finished grade. 4. The dispensing area shall at all times be in clear view of the attendant and the placing or allowing of any obstacle to come between the dispensing area and the attendant control area shall be prohibited. The attendant shall at all times be able to communicate with persons in the dispensing area. 5. Each service station shall be provided with at least one fire extinguisher having a minimum classification of 20BC locatE:d so the extinguisher will be within 100' of each pump, dis- penser, underground fill pipi. opening, and lubrication or service room or area. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED B` Sheet No. _j_ of k BUILDING PLAN CHECK CONTINUED: 6. Signage: AMOCO SERVICE STATION #6174 a. Warning signs shall be conspicuously posted in the dispensing area incorporating the following or equivalent wording: 1. WARNING - IT IS UNLAWFUL AND DANGEROUS TO DISPENSE GASOLINE INTO UNAPPROVED CONTAINERS. 2. NO SMOKING. 3. STOP MOTOR. 7. Permitting. a. The installation of underground storage tanks shall be by a Florida certified under- ground pollutant storage contractor. b. A separate permit is required from the Fire Marshal's Office. The contractor shall furnish a copy of his certification upon making application. 8. The removal of the existing tanks shall be by a pollutant storage contractor. 9. A separate permit is required for the removal of the existing underground tanks. The contractor shall furnish the Fire Marshal with a letter stating what the final disposition of the tanks will be. This letter must be presented at the time of permit application by the contractor. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY:_ DATE SIG URE ST. LUCIE CO.CF . PIERCE F.P.B. 2400 Rhode Island Avenue Sheet No.,,�_- of Ft. Pierce, Florida 34950 RQM" PREPARED FOR: A lwafw Olt (,, JOB ADDRESS: DATE: MDM JOB No. ECi®IMlEERIPiO /-\Moco SIGN sr I e ptR ST'AUDAka GUttDsv4 ObD1t. IS68 COAs%w1. VVos.J1*w 110 MtoN yINo f4sa 1 ^ MC1E 001: 1z I O 1 JZH r FOR- SOLID S14A5, ('; k/w Fa. Lamr.4;jr slcy tao�c USv. by C f fox Ok-"Stta ;:�o - z'14' HiGy -rwla 'I'4S r 5 k4a3 W17w (;1xBa" 74 0 0� Ti r AUNT 1.61 .'. "j4 4 c LJI,n 1,6Aa - .30x 1,5 4Z;' P31; 1C6a Piislcs, . P.O. BOX5468, LAKELAND. FLORIDA — PHONE (813)-646-9130 Cf ; 1.2, CtY@®[turf PREPARED FOR: JOB ADDRESS: DATE: MDM JOB No. ' tN<i1NlERpi�i.. _ Mom ea!r o Toe. a; -- ss ; 1 0 x 4srse d 7 K 4.)' 5, > -k 1.,42 R .A} S� ' 'R°,s1 n 4 S S,q c 21 K 4! FT 4 X 4 J PpS 34`x 4a PS (2) It. 540 n 4 s d 5 M x M4 3 tl' 24' . 1432. 2= l8t3.F R tea.°ri ,.§ �f 54'oy 3Fu.L x GG41,20 1Ba,o X 24,14 z 43IF. 2° 1S7,$ A 1714 - 23Es. Ys'' 1043•I n 14,S-,,1 11'21 6,w3 144101. 47 /2 726,Ya• i 5 XI-oae 1 7 2. 6 G�/�a.% FOOTIAC, A-UA)►roio l 14 Xx 5,%X 4,51 ., 315 'x 150 d7c5o �i saj a w r. S TZ..1 e-N (L e Aio S1l a _ 23a d TowLcx g 5y 44 Tnti'sreo /74 stye s rrcb a 4 72, cG z 33- 1474 > $34 a M e Ts 14x ..i _ /o6.3 .Q8,1G _ .G9 rise - lz 70 7t.OG 10 6,3 69 + Dfs�t.a CiAs�i ; 14.x 5 x 4 , ti Norf1 T - 7?,©G.' Ct I ''t _ ?2cGOX1z- o P.O. BOX 5468, LAKELAND, FLORIDA - PHONE (813)-646-9130 - 3706 D.M.G. DRIVE, LAKELAND, FLORIDA 33F1 PREPARED FOR: JOB ADDRESS; DATE: MDM JOB No. qs< M 72,o6ox 1'2.. Td�vs 7t X 99Z. K CO 4 %v' 6 Q Pnw�tPGp.nk P.O. BOX 5468. LAKELAND. FLORIDA — PHONF VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT wl FOR OFFICE USE ONLY SPECIAL APPROVALS REQUIRED DATE RECEIVED REQUIRED FEES NOT REQUIRED BP VALUE S PLANS EXAMINING FEE ` oo� S • 00 RADON FEE: C OF C FEE S 2 6D �� ROAD IMPACT FEE s Pq� ROAD IMPACT- DISTRICT Cl ROAD IMPACT CREDIT: ROAD IMPACT ZONENO: r_ YES SCHOOL IMPACT FEE $ SCHOOL IMPACT CREDIT: yESc DATE PAID:*. CHK# SCHOOL BOARD APPROVED EXEMPTION: h0 YES NO: ALTERNATIVE DEV_ FEE $ ALT- DEV_ FEE ZONE: DATE PAID: CHK# GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY �UBI, SUB PERMITS REQUIRED __LOT COVERAGE NOT REQUIRED ZONING CHECKS - CASEMENT LOT SPLITS ~ VEGETATION ENVIRONMENTAL PLANNING./SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT FOR OFFICE •USE ONLY .SPECIAL APPROVALS REQUIRED DATE RECEIVED REQUIRED FEES BP VALUE $ �> PLANS EXAMINING FEE ,00 s Mel ROAD C OF C FEE $ - pn ROAD IMPACT FEE $�c 7 (� 3 / ROAD IMPACT DISTRICT ✓�lp�i �, 0 d n .--2S 93 NOT REQ IRED RADON FEE- &A. ROAD IMPACT CREDIT: y ROAD IMPACT ZONE NO C SCHOOL IMPACT FEE $ p SCHOOL IMPACT CREDIT_ T-IDiTF — _�_ CHK# SCHOOL BOARD APPROVED EXEMtION ylg: ---- �— NO: ALTERNATIVE DEV_ FEE $ ALT. DEV. FEE ZONE:DATE PAID:___—__ CHK# GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL.leENCE ROOF DRIVEWAY SUB PERMITS REQUIRED NOT REQUIRED ZONIN CHECKS' _LOT COVERAGE EASEMENT I — _LOT SPLITS FOR OFFICE USE ONLY SPECIAI, APPROVALS REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION ✓ ENVI-RONMENTAL' PLANNING/SITE PLAN— CODE ENFORCEMENT �— --�— USA TAZ — WATER SUPPLIER SEWER SUPPLIER ..DER CERTIFICATION- FL DNR. (CCCL) t FL DOT SLC STORMWATER PER r MANGROVE ALT SEA TURTLE PROT REQUIRED FEES BP VALUE $ 6® PLANSEXAMINING FEE $ 5 1). 50 RADON FEE: C OF C FEE $ a �J . '5U ROAD IMPACT FEE $ ROAD IMPACT DISTRICT ROAD IMPACT'ZONE ROAD IMPACT CREDIT: ,YES: NO: SCHOOL IMPACT FEE $ D T PAID- CHK# SCHOOL IMPACT CREDIT: YES:I _NO: SCHOOL BOARD APPROVED EXEMPTIO S: NO:.. ALTERNATIVE DEV. FEE $ DATE PAID: CHK# ALT_ DEV- FEE ZONE: SUB PERMITS REQUIRED 'NOT REQUIRED GAS AIR CONDITIONING - ELECTRICPLUMBING SCREEN SCREEN ENCL/FF-.NCE -- ROOF DRIVEWAY ---- ZONING CUEc(ES' U1 L ✓ oT COVER � — - /� EASEMENT VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN .CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR(CCCL) FL DOT SLC:..STORMWATER PER MANGROVE ALT SEA TURTLE PROT J FOR OFFICE USE ONLY SPECIAI. APPROVALS REQUIRED DATE RECEIVED'- REQUIRED FEES BP VALUE $ PLANS EXAMINING FEE $ RADON FEE C OF C FEE $ 0 NA ROAD IMPACT FEE, $' ROAD IMPACT DISTRICT ROAD IMPACT CREDIT: YES_ ROAD IMPACT ZONE NO: SCHOOL IMPACT FEE $ pqATE PAID SCHOOL IMPACT CREDIT: YES: CHK# SCHOOL BOARD .APPROVED EXEMPTIO : n0• ES: NO ALTERNATIVE DEV. FEE ALT- DEV FEE ZONE: DATE PAID: CHK# SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING — ELECTRIC' PLUMBING SCREEN ENCL%FENCE ROOF --- - -- -- DRIVEWAY III ZONING CHECKS' �BBL V f.OT' COV ------ ERAGE` _ A 4:::EASEMENT_ 4 _LO•r SPLJTS I �� NOTREQUIRED FEE: t11E/ ST. LUCIE COUpITY APPLICATION FOR VEGETATION REMOVAL PERMIT NO.: PR #: �r /-4-0 jQific�Q ) (Office Use Only) --�a REF. NO: �'jl—�,.j L.. 1S_97 (Office Use only) INSTRUCTIONS: Please provide the following information in the space provided. Please be sure, .,,1q..;Fri tit or ,Type all .required information. For assistance in completing` thi{s'-application, please contact the St. Lucie County Department of Community Development - Planning Division, at (407) 468-1576, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. All applications for Vegetation Removal Permit must be submitted by 4:30 P.M. earth 4ausiness day in the Zoning Division,, Room 201, St. Lucie County Administrat on Building, 2306 Virginia Avenue, Fort Pierce, FL 34982.. Please use your permit reference number (PR #) when shaking any inquiries or picking up your permit. When your permit is ready for pick up, you will -.be called. Please leave a phone'number where you can be reached between 8:00 - 5:00, Monday through Friday. eVEG�TATION SURVEY REQUIREMENTS: IL A. If single family or dluplex development, survey may be in the form of hand drawn sketches accompanied by photographs. Three (3) copies of all surveys and photographs are required. . B. If multifamily or non-residertttal, survey must be in the form of an aerial for field survey, accompanied by photographs. Three (3) copies of all surveys and photographs are -required. #'il- A ' All surveys must".show clearly the following information: 1. Location and eXtent of vegetation on site; 2. Common or scientific names of major groups of vegetation; 3. Vegetation designated for removal and/or grubbing (-numbers or percentages); 4. Vegetation to remain undisturbed; 5. Existing and proposed structures; 6. Driveway location PLEASE NOTE: Site development plans must have survey prepared to the me e scalor in a manner which illustrates the relationships between areass -or .vegetation and proposed site improvements. 1 Vvt7 D¢r2ia't Ue� i h° at7l© Sri= MUN I y PLEASE PRINT. DO NOT COMPLETE SHADED AREAS,1 21 cg 8-f 'E: PROJECT, INFOM4ATION.- PROJECT ADDRESS: (-fvn j (�) O/3 SITE PLAN/PROJECT NAME: I SUBDIVISION: ��g .na�w�`+xu 11 1 PROPERTY TAX ] PARCEL SIZE (� LEGAL DESCRIPI ft., < i OWNER NAME: ADDRESS: CITY: J LOT: A R�fl A BLK: mm OR • �' ��. • _�,�.: �' � 1 t� Qom/ .�r..t -. �' ..Wm:. ZIP: i l'D PHONE #: (�6090 CHECK APPROPRIATE BOX: S]tGLE-FAMILY/DUPLEX MUfI-FAMILY ( i NON-RESIDENTIAL ( ) PUBLIC PERMIT INFORMATION DESCRIPTION OF VEGETATION REMOVAL ACTIVITY (LAND CLEARING AND/OR TREE REMOVAL) : 'y NUMBER AND TYPES OF TREES TO BE REMOVED (AS APPLICABLE) IPURPOSE FOR VEGETATION R DATE WORK EXPECTED TO BEGIN: n- -" DATE WORK EXPECTED TO BE COMPLETED: ID #0000 APPLICANTS NAME: ADDRESS: CITY: d� ('�--.JC,.� STATE: ZIP: `3 3 �0 7 ) PHONE #: ( ) Co V& ^ % - I PLEASE:HAVE THE FOLLOWING ACKNOWLEDGEMENTS NOTARIZED I CERTIFY THAT: (PLEASE CHECK BOX A OR B)" A. ( ) I AM THE RECORD OWNER OF THE ABOVE DESCRIBED PROPERTY. B. t ) I AM NOT THE RECORD OWNER OF THE ABOVE DESCRIBED PROPERTY AND I HAVE AUTHORITY TO ACT AS AGENT FOR THE RECORD OWNER. I_CERTIFY THAT ALL INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. SIGNATURE DATE: STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared, (PLEASE PRINT APPLICANTS NAME) who upon being duly sworn, deposes and r says that the information contained in the foregoing application is true and correct. Sworn to and subscribed before me this day of , Y9' Notary Public, State of Florida at Large My commission expires i FOR OFFICE USE ONLY, APPROVED ( ) DISAPPROVED (,) CONDITIONS j a ENVIRONMENTAL PLANNER: DATE: SITE INSPECTION: DATE: FINAL INSPECTION: DATE FOR OFFICE USE ONLY X SPECIAL APPROVALS REQUIRED .DATE RECEIVED NOT -REQUIRED " VEGETATION ENVIRONMENTAL PLANNING/SITE ; PLAN.. CODE ENFORCEMENT �— USA -- TAZ WATER. SUPPLIER SEWER SUPPLIER— DER CERTIFICATION FL DNR (CCCL) FL .DOT �..- SLC STORMWATER PER ..MANGROVE ALT I' SEA TURTLE PROT REQUIRED FEES BP VALUE $ PLANS EXAMINING FEE $ RADON FEE: C OF C FEE $ ROAD IMPACT FEE $ OAD IMPACT DISTRICT RC IMPACT ZONE OAD IMPACT CREDIT: YES: NO CHOOL IMPACT FEE $ D+E �PAI CHKm CHOOL IMPACT CREDIT_ YES: I INO- CHOOL. BOARD APPROVED EXEMPT ONc. ES: NO. _ LTERNATIVE DEV_ FEE $ DATE PAID- CHK# LT. DEV. FEE ZONE: SUB PERMITS ,NOT REQUIRED GAS (,REQUIRED AIR CONDITIONING` ELECTRIC - -PLUMBING i-- "... CREEN ENCL/PENCE — — ROOF -- — D R I V EWAIY H f, — —: f CO�lilil2ACG —__ ---- --- _J ASEMENT CHECK LIST PR/ 91- 2583 Project Same: AMOCO - Canopy over Dispensers (3040 Sq. Ft.) Architect: MDM ENGINEERING Ph: 646-9130 (813) LAKELAND Contractor: B S M CONSTRDCITON CO., INC. Ph: 646-9130 (813) LAKELAND Owner: AMOCO OIL COMPANY Ph: 627-1080 (407) PALM BCH. GRDNS. Address: 7301 ORANGE AVE. FT. PIERCE, FL 3494 Occupancy Classification: Type of Construction: TZ Height and Area: Occupancy Requirements per Chapter IV: ✓ - Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers 6 Standpipes Combustible Materials - Interior Roof C.veriogs Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: LeZ L - q� Approved: Plot Plan C►eck Water Energy Code Sever Paving A Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit CHECK LIST PEI 91-2587 Project name: AMOCO - THREE 12,000 GAL. UNDERGROUND FUEL TANKS W/PIPING S Architect: MOM ENGINEERING Ph: 646-9130 (813) LAKELAND Contractor: B 6 M CONSTRUCITON CO., INC. Ph: 646-9130 (813) LAKELAND Owner: AMOCO OIL COMPANY Ph: 627-1080 (407) PALM BCH. GRDNS. Address: 7301 ORANGE AVE. FT. PIERCE. FL zeo,,v Occupancy Classification: _UAJQe- 4A-n,.At4"ge f Type of Construction: Height and Area: Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers G Standpipes Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: 1 6-`,f Approved: Plot Plan ,Cbeck Water Energy Code Sevier Paving A Drainage approval by Engineering Dept. Special Conditions prior to issaasce Threshold Affidavit/Before Issuance Affidavit CHUCK LIST pR# 91-2584 Project Name: AMOCO - BALES BUILDING - 866 SQ. FT. -- STA7-1e A,. Architect: MDM ENGINEERING Ph: 646-9130 (813) LAKELAND Contractor: B 6 M CONSTRUCITON CO., INC. - Ph: 646-9130 (813) LAKELAND Ovuer: AMOCO OIL COMPANY Ph: 627-1080 (407) PALM BCH. GRDNS. Address: 7301 ORANGE AVE. FT. PIERCE, FL 34945 Occupancy Classification: Type of Construction: 17 Height and Area: r Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: v Other Requirements: p } Elevators MA Sprinklers 6 Standpipes /Combustible Materials - Interior Hoof Coverings Light - Ventilation - Sanitation -r Handicap Requirements W 11 �G ! m S 74 �6ad !d t�C Plans sent to Fire Dept. - mate: l2_o ^q ( roved: FI Water Sewer Special Conditions prior to issuance Threshold Affidavit/before Issuance Affidavit DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES 1W-I" ONSITE SELVAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT ,r,Authority: Chapter 381, FS Chapter 1OD-6, FAC Applicant _ jl ! V Permit Number PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL sepole tankr aerobic unita6(Dgallons .Septic tank or aerobic unit _ gallons Graywater tank _ gallons k Laundry waste tank gallons Other Requirements: Treatment Tank Grease-7C,11% interceptor LA2 gallons Dosing tank — gallons Minimum Draintrench Size Square Feet Square Feet Square Feet Square Feet OR Minimum Absorption Bed Size Lam` ti� Square Feet __.Square Feet _ Square Feet _ Square Feet (a) Installation must be in accord with requirements of chapter 1 OD-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspect' ap oval is required before the system is covered. (d) Invert of to be benehmai;' . Invert of stub -out for to be benchmark Invert of stub -out for to be benchmark. Invert of stub -out for to be k benchmar (a) Fill quality and quantity: A r/ C) x % � ' l4 EXCAu'AaiO USI CFIEUMD _ BY THIS DEPARTMENT PRIOR TO (f) Other: _ AREA OF DRAINFIELD IS SUBJECT TO SATURATION FROM CL Sys m sign anti speei icatio s Title.:_. Construction authorized by: ^Date - St. Lucie County Public Health Unit N e: Com �opR��s4fotr i w�l Iyr i e tc the ppiicrnt, i_ all fie bull ong�epartnient ` y AUDIT CONTROLNNO�.�(�1A 3 99�'/�jt�Q�_ sly 41.5t> Ar I �Z:�, SQUARE LE _ -- 1Ri8* Form 4 19, Feb N (0M *te pevbu. a "t O "ilh peyjeeequeeyt teww raemb.r,sraootrottwt — VY`"'�� Page 1 Of 2 I [, PLOT PGA// 7 G���C7C�UC� St. Luc' County Health Unit Environ ental Health ySuper Approved For Construction es All Pre'v/ious Site Plans Z-7 't Reviewer - L ^O,._ , �- 5 ,Ate SE'.PY1C E' C C C /35 00 DES C,F=/oT/cif✓ ��UT,S/ f35•oo "oF ; DL BEST /3s. oo' G A�i N <g /711,/1 AV1457'1-1 X l9• 77 j` l k J011N G. A1,111WITON & ASSOCIATES Survcynrs, UcAgners, Planners o 1404 SOUTH 28 TH STREET SUITE D i,{- ✓�� ���y FT. PIERCE,FL. 34947 (% %,5 7-2 ° Q7) 464.00eI ,u5 rF1' .owl ro MOVr OUn ib Gccvi+rinl5 Lo7 C,u�a.�-G.2/NG WECG� ,9M�Co o/G Cv , WO. N Z'j APPIIOV. BrV � /y SCALE /"2c' DRWN. OV 0Rf3W. No. !R Po. FLOn10AENERGY EFFICIENCY CODE FOR B%... DING CONSTRUCTIONi COMPONENT, PERFORMANCE APPR 00A�ZiSECTION 5 • BUILDING DESIGN BY FORM 500 8 6 Apypel,,X 1so BY THE DEPARMENT OF COMMUNITY AFFAIRS STATISTICS: RESIDENTIAL AND NO RESIDENTIAL BUILDINGS ISEE_11 CTNA,rAAE:_AI000 TIx�`B .. BUILDING CLASSIFICATIONIS): - CtTY.,ZIP CODE: __ GUIL_DING PERMIT NO;—_ _ M AEI hl 1 N D_a 1 NC r PERMITTING OFFICE _ 1 out—p;__ — OWNTFRe JURISDICTION NO.: BUILDING INFORMATION ` - - ---- _ .'COMPONENT U-VALUE NET AREA ; Square F"Ill (Total) concrete Block Structure (CBS) - U - ---- Wood frame IIAETAI f� �_ `.O8 Other - — Other Under Attic Cavity - U= l U- ' • ��-6 u=__ Y S Single Assembly METAL Other-- Total Conditioned Floor Area ` Concrete Over Unconditioned Space Wood Over Unconditioned Space U. si �'. Slab on Grade (,d Clear . Single Glaze ...^ t Clear Double Glaze U=-- r LL i I Glaze U.=. Tint Single I - Tint Double e Glaze Pi Skylights -.Wood Other :_ _---- U=-'-- - g U=--" �, , "•n'Gr * , Metal } Insulated U r} Other U=—. ---- :---- i I >33 i ° h r Total Lighting Watts • 9 98 g Total Conditioned Floors . Wetle/eq.ll Area (sq ft.) ....... ....... .... .. ... .... ... -—'----- 1, Lighting Budget Maximum r } ll. g 9 9e Wafs/eq. INFORMATION _ �` _ _ _SYSTEMS _ I O AIR CONDITIONER EFFICIENCY (EER ! i_ 1 or (SEER: — —) Of (COP'—') - HEATING SYSTEM TYPE STRIP ❑ HEAT PUMP ❑ GAS ❑ OIL D SOLAR ❑ � _._ % SleedystBlB ev r HEp7ING SYSTEM EFFICIENCY dOP_ _._.: or EFFICIENCY _.-- (Steady-state) " HOT : WATER SYSTEM TYPE. —__ ELECTRIC p NEAT RECOVERY ❑ OIL []`SOLAR 0 '.. " Uo wall Allowable __s 9_.___ Uo well Actual'`! If complying under the provisions of S. 502.1, enter the panbined Vo values for the entire envelope In this section. . • I, U, Actual Unroof/ceiling Allowable ., roof/ceiling _l�OQAL Up envelope Allowable UDenvelope Actuai-- UofloorAilowable , e, _^ bzlioovActual�.r! Vy -- /� OTTV well Allows b al ,` '� s! a ff_� _ OTTV Wall Actual OTN root/ceilingK OT V roof/Ceiling Actual _2a S(J In socOrdance WWEo Sa-06"53.90'C - feted, Idle _ £��:.,I tNrveby eMfigy That the plate end Review of the plena and spacifiratbna covered by this cMculaNq�r F`S. specelcelbne covereb by tlti IeglDlt YtDNe(fce,'wllhtM Fbrjda Energy pllence with the Florida Erarpy Cade. Before conatruclan le a Cam' - `; ' building will be i q _ 9 nspecteD 1IX Cafr1 larx;e In aCCafdBnCB with Section /* OWNEPoAGENi BUILDING OFFICIAL: c} r I AQUE F WtX U I L Ir tZ 4 " TMti"M6OLNT Li7ULATION OF' OVM-I.lL—J! TKMtALTRAIISM-TSSION 6l o&, # l L i Tics �. a ". . t ° �'' t?�. o: c I ocTION BEAT , AM X in SQ*,FT• CWT 'off' ObNSTRUCTION. rt x,4 G.DqM �. w ljt- P OR E � ✓a F T i�i f .G aY� 31Y.) L it P TI�TIQN 5 OPliQUE WALL 1 3 p �'40 t 6 Opim VALL2 , x 8 TOTALMAT GAIN B$ OO MUOTION (ADD i3SIE3 1 TI ROQ 6F€ '� fir`' ' IATION NEAT GAIN t MOU61V GLLSS - USINO' ORMITATION SOIAM 4 GLA53 TLNT! 'L A0. TFIICIK@Ms "�'S}U 31 14 I q GL'WS ARIA (A) OMNTATION SOIAk ORx> trrA Gar Q fT. ,r ' FAOTOR (OSP) =' TABU 5.2A. OF F LA . ; 51ATty OODB 9 Nt7 ;;'- 43 - r 2.0 NOi MST 9 7' *, U USE '0E c ,i.,. W46 12 # >LST '` 8 45`, SHADti0} 13 Sri''; ' ` 1! SOUtWEST ,`' - 155, 17 # Lr WIATSCtt lid Mri (ADD LI7�S a fiM0E7CIi lfi� `i a"' s3, i3• rS x; } um 1 3tT1(A lABLTr ;(FM C TABLE'5,2 OV FLO1tIDA tfOD)"L t 2 ?,ps AMOCQ `1 S'YOVA CE 11 I t � r A F t 5 `15 MADISON, INC. _ Box 131, 1035 S. Access Rd., S.W., Conyers, Go awmw�cp Phone 483-4401 c Fop DIRCRIMON ' `1 ) X 14 U Q G AREA ROOP tti'_S x 44- gC.S ROSS WF�LL 1�R�A �i9•8+4Q +t9'S GtA xS AMA f: II-- 3l 10 4-� $l ,w �tpE 3 C 7,4, S' 2 4 6' 101 Ooof�• WI'llf GLRSS A Ft "n" I :,1 MADISON, INC. Y .ia �e Box I'll, 1035 S. Access Rd., S.W., Conyers, Co. 30207, S. Phone 483-4401 DA Fop rj ) {�`.`1 ON pr cnfe-rvorl � '-y` X A Q.. vk 1} 6 CMRO �l {P1CAL RQQF ti 5ie1FL ROOF DU try �_�- N\R SPACE' ENGINEER FoRw Sol r:- i r MADISON, INC; Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 - sNT Phone 483-4401 byre FOR 1',�ry l : Cj L A / . ) ORIF,.' DROCRIRr10N I `-''..x 4 `t INSIDE. pskk' OUTSIDE AIL'' 7 { i 1 t III F E[t 1 1� d `f 1 FORK 501 rrw+wr MADISON, INC. Box 131, 1035 S. Access Rd., S.W., Conyers, 6o. 30207 r' Phone 483-4401 Acecn�P�ior+ ' Ct F3'X 44 BLb6 CN l FLOC)R< S EC�fiC)Al' ule t,ffial trans er,lvalu aasem):)fynot e TAb e 5-2. Eqvation, acceptable' 3 Vxpbsed 4:1 "1. �Ui11r-pac - is co lied sh 11 have,&, combir,ie (u) for floors ex'posed,to outdoor that'determined by'Section 502.3(a ff,:ij Su ll, M fj I F I 4. Glass: When a,glazirig i4 'Compl,*'tp M04 :-Sun at all times,. the-vaj!Ue for. �may be used for bsF' 'in'E WWI l, I illation", f6nostration. , ' �hading." nay, be I�byz �htP.the building, structure, -by: M, tio s or by sunshades with ade4t between the sha6inqdevice and-,t' EQUATION 1, J. Tj.,A '10 uw�� UqAq - a i, WE Flo K9 the avelragli the the gross area the therma'l'tr wall. 1, 1kW Opaqu� wall ar US: the-t�etmal,tr f-'glazi kg g, area. tea mal, transmittance of. the of exteriOl-walls above, ,ismittance ofy the cc;m 'pon 3L Ismittan6:e'of the glaz-in 3mittance ofthe, door a t, one type Of Walli those J3 M. shall-:be,� UW3Aw3 angs ana 6 4 . — — nestrati RUMP MADISON Joe NO. 07_A10- BHT Cl or LOS A.NGELES, PHOENIX, TULSA, ATLANTA E NOINE[R DATE 1 /27 57 row /Amoco O/L CO offs.my �7�a( DESCRIPTION B2`/,c 96% CAt4opY CMHO. ■V ah rc 1 m NN Live- LoaD s .5o P'f 52LO Z)&AD LOAD i S' 63 SEAM S/zEs: IL B7 6 I -r s/ 2 x 4 K 14 Dz 1 � B3� Wlax22 +q 54 1 TS 12x4x 4 b5: 86� 87 # 20 4A m 87 C0LUAl7"_'3 ; T5 l O Ic 6 x 4 MADISON JON NO. 07-AM- sNi C2 or LOS ANGELES. PHOENIX, TULSA. ATLANTA EN OINEER 1 %DATE 1 /2 Z/87 FOR Amz)cO Go. DES. my FTY' nOn- / DESCRIPTION `� �/ CNND. MY KOOF DECK j w = h-55'i35ptsif 46.6it"I —mom / a 4G.6 (4.5)'- 472 A—k _ T— 4 72 (/2) 19, 07/ pat < 2-4) 00o pa c .297 .LORD oycp}4A"g 'IbL O/-IL-f FO,Q t4-gX " MOMS(: r 267 V 5,67l i 736 AL -7..)G 02) .,69 = 23, O(o0 put,G 24,000 Pao UsE 4' 20 C+4 DccX &.SE6 RO-i Fog PRoPEA¢TrEs) TZ /2x4 x. /4. /YbMi+ ,4-oa(24.92)' 8 a Z$o (/2) z /7� 790 pmo T 21.1 pnuCL ` 2.22 pvL - O. 32." TS /2x4x-/4 Molwl L ?. ` /2, 771�� 4 MADISON LOS ANGELES. PHOENIX. TULSA. ATLANTA ,Demo. 07-An4- SNT C5 of ENGINEER Co.DATE FOR A^irv?OCG V/L C DES. BY �. DESCRIPTION 32 /,< 9G� CANAPY CNxD. BY /J / 2 zs Mont - .6 3470 p.7i, 4 .405 (5.5') z 7.2Z , 5155 = 0. 3Z.I- mm �.ur = 403 mil, R 24= / I ,2- .4o3 (/z.46') iYY5.o2� ,eo, - 5. oz w ''/6 s 0,72` $3: p .P• /.//e " 29 528¢ ps o O. /6 Y F b604 f,aa WI_ — 4— X— 22 I,'` MADISON 206NO. o7-�M LOS A.NGELES. PHOENIX, TULSA, ATLANTA SNT v7 OF ENGINEER 7� DATE 1127 �� FOR Aomacx-'� Olt- Cl:)-DES. lT 126•-.[T-' DESCRIPTION a olK �9GV CIV40P" CHND.IV [4 r!.ur-,. 10.25�(35ps'f�'- 3`��✓x�l 12 ,e NJO/✓1 �! 959 (22./7) 22, 06 t-IG 1 22 - Z --_1 a Q� .35.(11.o8')` 9.98� As z27o6p0-20 , 12,540 pso QpL '- 3. 98 x �/O S " 'n St �' -j- 21, L ems: 1'A.Lr° lI,5'(35 ps3). 4o3""/t Q ,per ,4o3� j1.oa') �-4.41` Qnc = 4-.47 K 3/ss T- a, 64" Ts /2 w 4 K 4 NJoM � -• 403 (22.17)"i 24,7fP �-� 8 p— Z.d-�760 (12) i4, o8o F,, Y 2/.1 T5/2x.4w,14 . I MADISON INDUSTRIES 1900 E. 41 TH. ST., LOS ANGELES 00001 PHONE 503•4061 JOB NO, 07- AtA- SNT C$ OF ENGINEER I DATE 1/27 87 FUR AtAoco OLL Co, Q DES. BY ^' DESCRIPTION �Zo� X GJ G" C t-10PY CNRO. BY BEAM A/OMENCLATURE CONDITION I (FULL OL + LL) Pv/ LL 41 RZ 4` Q L M1 Rx'[PaLutCn.+,R)+"rDL4U(a+-fr1 -Q 2 .I 2 1 M2 - P DL+L,-(O-) + J-Ar" i L L a' 2 z- Fb r, = 22)4= psc (WITH Ac 2: FORMULAS CONDITION 1Z - 1 (DI ONLY AN CfWT. ) -arDL",LZ lxDj. P� R, :ii .R 0, R1 c (COL+LL eY_ Po4C(L) —01 Q �. L 2-ur2 Y , a�_ - FOL. (Li) — ur -� i ti M, : Q1(b) - ur""u b 2 S _ MI (/2) 1 F b GAIR4 sION F ANC7C SUPFORT) l 1- GG(J MADISON INDUSTRIES 1000 E. 64 TN. ST.. LOE ANBELES •0001 PRONE 563.4061 .ION No. Q — AN7- SHT CO OF DATE / 27--a-7 ENGINEER r l FOR A l'� O CV OIL CO . DES. BY p& 1 DESCRIPTION 7�-O� X S 6 / CA "De CHNO. BY BEAM NOMENCLATURE ? FORMULAS /- MAvWvjUM DiEFLEC7l0N WTWCEN SUPPORTS: +u A(rExl I PDL A !lIOL+IL (b) ; i lllpiGlib s )LL6 y ) a,z k _UbT+b)- (et. )- (x b Z4Ci I2ES- CEMI 2. MAXIMUM DEFLECTION P CANTILCYER,= w wi 4-L , PnL+U ----r r• Tr* T 7 I pl: PDL+LL(a) (2af+Zq') t wb +LL (a) v i XVI)l1 a. foEI 24EI (4a.Q+.9a ) — Z4EI AOL H-/ZA, (b MADISON INDUSTRIES 1900 E. 64 TH. ST.. LOS AN6ELE3 90001 PHONE 583.4061 JOB No. O - AM - SNT C7 OF ENGINEER DATE / 27 B7 .. FOR A M O Ca QI L. Co. DES. BY E6 CV4- DESCRIPTION 52'Ix, 9611 (_'.AMOpy CNBO. BY BEAM B6 DATA; Q. = 11. 0 FT. j e _ ?24. 92 FT. o�+LL i0 2S )Fr. x O36' k5S = 0.350 (UPSIFT. .LpoL` /0.25 )FT. x .005 k5S O.050 )`IPS�fT• POL+L,L k?cACT/oNs r I>7olr L r��s .P1 DL+LL = 4. 17 klA5 j Q1 DL = 0,45 L11PS j PDI_ 0. /.G k1p..5 Pz DL+LL = 10. 6 E, k/PS ,2E oL n AS-3 -IPS ( MI ' 24.55 fT- IUPs j 6 _ 11. 91 FT MZ = 33. 39 FT- KIPS ACTUAL c ALLOWAIPLE Sjka5S65: t SI (n1:14.) _ /3. 54 IN 1 ) +9 (2i.83)(12) 6 = 14,I2 ks 21.1E 12,000 ks E. - Wa)( - ) " 24, o 21. 1 = J8.99 ksE, 12 000 - _ Z4•oQs� ( •- Xlaii - J DEFLECTIONS: (-T_ 127) Q1 (13ow;V svPPls) = 0-79 IN. IC CAM,,EQ - /8.2,1 1Nl, 11.00 ENT 24.92 ENTT .35 ENT9 .05 GSFA 127.00 ENTT 1.11 ENT? .10- BT: 11.51 F's -AI 0.74 Y:1'..* -&� 1.80 101 11.00 ENT? E1. T t- ?5 EATI C15 �:•E.; ..11 E1471 _ "F.:'S QyDrl.53 M, g4.837.1: 6 1:.91 ,+ +s, 13.54 r:�a J✓ly 33. 39 YJ# i6.21 33i s a MADISON INDUSTRIES 1900 E. /♦ TH. ST.. LOE AN/ELES 10001 PHONE 5883`.4061 JOB NO. 07_Aiy). SHT C8 • OF ENGINECR r - DATE / ]�{!3% _ FOP j�Al)C, CO 0/(_ , (2 DES. BY K(o`�l /`�. �0, DESCRIPTION �20/ K Del LJ'\/�+a I CNNO. BY BEAM NOMENCLATURE ? FORMULAS (B45AM5 J 0 4 ) COND/TION I: (FuLL OL f LL) , POuu Po[ru �Pot+tt aIK •t� !/2 a Z —M = Pa.F tt (a) MAXIMUM DEFLECTIOW CONDITION I Pnc+It Pa icl CL 4E CONDITION IT : (OL ONLY ON GNT.) Poi P;L.0 P[" I a L. -�/� I �/z tea'• I , + M�'T+(. a POI �LI (�� O •�a� 4 CoNOI.TION IT: _ :. .. Pa+L-L ' Po[ F ,ALL p . PDL+U (fFJ 2 Pnca (�) > i�) ( Ja - d = P� ABET 6EI.f (l-( �, &4LL0. dEI {Q+a)_ . bEI.P 1%22,CVOpai.(WITNADEQLETECOMPRESSIONRANCe,R.,IopoRT E % c^9r O 000 psi MADISON INDUSTRIES ' 1900 E. 44 TN. ET., LOS ANGELES $0001 PHONE 583.4061 JOBNO. 07_AM- SHY C9 OF ENGINEER DATE 1�7n ,37 /1 FOR Amoco Q/L Co. DES. BY K&" DESCRIPTION f.3EAM w/0 LOADS CNNO. BY BEAM 87 DATA : CL a 3. O FT. j .Q • / 7. O FT. POL+LL ID• 66 klPS POL,,LL` 7.24 kjP3 PoL /. 8 0 kips P;L = /. 04. k,P5 QEACTIONS i MOMENTS: e = 14. 25 kips } AA 14At s 25.37 FT- KIRS —M - 31, 98 FT-KIPO I ACTUAL ALLOWABLE STR[s5&5: +$ 13,EtQ_ IN5 Rego +fb: (25.37)(l2J-� 43 .kit 26.9 F F` , /2, 000 _ -24 ,D kjL 3l.98)(12) 14,27 ksi 2y.9 12,000 kac DEFLECT 10NS : &UX. 6, - 0,20 w. J/ MAX.42. 0,2Z 1N DEAD La4D ONLY REACTIONS: R"L' 2'32_ kips - snob : 3.60 ENT.' 14.00 ENTI 16.66 ENT? '.24 GSEA 1.60 ENT? 1.04 k,S Q 14.28 l:.T 4 A) 25.3r- - I✓) 31.9E t1.* 45 13. N t*:.* -5 17.44 *t* 161. df) R:'S av 0.22 QDL_ 2.32 dA:t WE: L / MADISON LOS ANGELES. PHOENIX, TULSA, ATLANTA �D• ND. OG- SHT C9 oP ENGINEER / DATE ` FOR A YIocD OIL C. DES. 8Y '�•o• • DESCRIPTION 329'K JGZ( CANOPJ CHND. BY Cb Lynnnl s : YVIND alz 0,5C C'54) P= Ce C9 9A T Ce=0,7j C' z /.G ; y,- /7ps-P(aom/A) ; l�l .'. P . 0.7 (/. G)(o)(J. o-) z /.3 pz� f •� &C-xPo3xwa r 8 METNoa � 1 �jIND N�ti n = 2.5'C2.O�C24 ��19 psi% = 2 1 /4D ICfX . j �DLtCC' 14.34 r 07M (K-><) � /• / 4 (/S.5'�C �!.) '` 13.25 ~` YY�rID N ty-Y) - - 4=- 380l-/coc. j 1/rx+u_• 14.34" 07Mcv-Y) = O'tDg 7kY T5 10. G x 14-% x-x: Il.Pli _ ,� l4� :. 2.4,9 Tc- /4.-54 = /.rss �Cso F -F /$.25112) = 7.'72Lsv 7, 59 20.6 Y—Y : /. 8 D + 7.-72 0. 26 '- O. 32 > 0. GO < l.OE) G,T5 2.4,0 r f6 t�.42`J2) = 3.40 �sd /S. 6 sAD z 0.2g s- 0, 14- 0.412 < LoL7 -24.0 70 /Ok 6 x JOHN S. FREY ENTERPRISES 1960 9MT GAOE AVE, L03 ANGELES "Wl PHONE 12131 DE3-239I Job No. OG-ftn�- $H( CIO OF P+OiHlll DATE FOR ANCHOR TUOE Cols) DES. 3r DESCRIPTION 416a147' SERIES CNED. 3Y NOMENCLATURE f FORMULAS d+W 2- d ♦ 6' 2' u u — I .o A SYMBOLS OTly: OVERTURNING MOMENT Ft— ALLOWABLE ANCHOR BOL r TENSION Fb : ALLOWABLE STRESS IN 64m * 6?2 kit) A: ANCHOR L3ouAREA C : 4 DISTANrE- (Aa 70 FACE COL. ) d : COLUMN DEFT" f = � EFFECTJVE eA5E ,� SLFCTION !N L9ENolNG C : WELD STREN6TN (kips/w. ) .F: Gus�tr /P WELnlZEob To ccz. In: 6U5SET a WELD RERb TO BASE oe IE : NUMBER OF ANCHOR ,DOLTS ON TENSION S/QE E : GAS& Te TN ICKNESS REQ V, - /�04MULA5 ' ANC14OR BOLT AREA A !2 (OTM) (df3)(2)(Ft) GUSSET R WELO TO COLUMN 3kd'j_4k-d ? J BASE it 7NlCKNE-U t � [G(n/2) (A) (Ft)(C)1' Fb(2)(f) J GOWET 8 WELD TOAW It m-L12(OTM)— Sk'J*- qk (d+6) JOHN S. FREY ENTERPRISES joR No. OG- A M— 11160 EAST GAGE AYE., LOS ANOELES "Wl PHONE 13131 3E3-2391 SHT Cj I of D+DiHeeR C - DATE S 1 16 6 FOR Amoco UIL cv. DES. EY RE'EZ!( DESCRIPTION ANCHOR BOL u - 19A5E l SI6N CHKD. RY u- x 0I,€EeZeo" OVERTURNINCG MOW: (OTM) ` 13. 25 FT- KIPD COLUMN SIZE: (d) = ro• 0 1N. WELD SIZE: (k) 2. 4 op-1/iN. ANCNoR BoLT.S: (A - �)D7) Ft _ 20 . o kIP.7//NY ANCHOR eoi-r AREA RE4l): A ' O. 51 IN' L be: I it x A• 3 07 BOLT.5 CA5E &6 TNICkNE55: t = O• S o IN. a5c: 22- IN. x } IN. K I L IO Chu -WET 8 TO COL. WELD: J - 2. 09 W. CIUSJET )t TO BASE f MFW : M • -r• 3) IN. L45E At: C- IN A _ r, IN R IN. 113,25 E14TI 11.66 ENTI 2.40 ENTI 26.66 6SFA A 0.31 -iY.a: k 6.56 -2.6: I�x 177 -I.:I YT..y. ENGINEER MADISON LOS ANGELES, PHOENIX, TULSA, ATLANTA fNT C�3 0I FOR AmoQ7c 01[��0� DESCRIPTION �$2V K ✓�� I� /=oUr1DA71 pN o7M� I�,2S'-t d 44.-25 x - 2.521 5' (25)(4)(1.4)4) i-J 5E- 401 5�L x $°" D EP 3- S yeial EA- F14-'-e `� 44 4 Was Q 12' G7KS } L [MSp[LR MADISON INDUSTRIES 1900 E. 64TH.ST., LOS ANGELES 90001 PHONE 663-4061 JoeNo. SKY Q®-'I o. DATE FOR /\l V)O(/C0 O • ' / DE[. By Fw 1/�K / ROOF DESCRIPTION ZO GA. /\OO PECK `16) GNFO. BY 78 mN 4 /6 /N. As-l" A 245 (GR. C) Fy • 40, 000 poi Fb 24, 000 pa I f =.03DIN. F'0._31T/VC' BENDING NE-GAT/VC- 8E1V®1NG A Y AY A'IZ r A Y AY A_ YZ I l� .50 Z.03 1.:3! 0.45 .01 .50 Z.&3 1.31 5.45 .01 Z .8�3 2.8$ Z.54 7.3: - .58 Z b8 Z.54 7.30 - 3 2.88 /.444 1,4.15 16,00 1.97 Z.®88 1.44 4.15 (0.00 1.97 4 10.00 !e !8 5 2.75 1.55 3.60 5.Z5 /.74 Z.75 1.38 3.60 .5.25 1.74 0 .633 2.75 1.73 4.76 - .03 0.75 1.73 4.70 - 7 .3(g 2.5� 97 0.48 - .30 Z.56 .97 2.48 - Z4.02 - 14.50 Z9.2'Cl 3.7Z 10.00 - 14.50 Z9R24 3.7Z ®ale=445 bFF=55(O31o>=1.981N, 14,50 .OZ"'.ro04/N. C=ZeZ7&1N. Y= /o _ l.45 /N. = G Y= Y4- z I=Z9.ZO I-3.7Z-0-4-0Z(a:I04) = Z4 . l8 /'/V.%N. L` S, Z4.18 (. 050) Z, Z 740 .:38 3 //V� I =Z9.Z4 -t a70-/0�/.45)Z =1 1.90 IN. 41N.t 0,3 _ Z9 7 IN, 3 1.45 - . Asa ra,rt� , s l$OHINC., 1.�.� G7 AM— M R.,,na 1,1 &AatesRd,SN'la. 20P «. 03441 ..4 oats 4 ..,uncnmm,v�,.nm,..Rumamwa,efrc,.-�sgga��..n.�....e�we..u..,.�.�,. � 1{�1 O °sa.O..—T....-- _.�._ om. ivyC...- 4 � L) n Ic{P.)-T uF-11GM F'L LiPAQ 1 fi Y y PF W1P11 VF.Lock7l = 120 Kp,", CS00-U FLA aUG Copj , VLO()K LL -1'S 9'5F 35 S±AXTURNL STEEL STEEL NECK Fj-40 TV E STEEL 93TM A-500 GPJ', `F t %iC i 7= =40e e 6 G� APPROVED BY 198121 a ti1"".iRAa JKAe1..a2TY':: r�/fir/e. nit . MIMAL 0; STEEL CONS'TWCTIOW AISC 1980 SPECfMMION FOR THE OMAG4 OF COLD _FORMED STEEL MEV49ERS ASS` 1983 ! •' Y i . , „Pf'+>m r N , jI (461A I n 1✓� n, t x r MADISON, INC. aNT 2 op, Box 131„ 10351S. Access Rd., S.W., Conyers, Co. 30207 Phone 483.4401 ENGINEER 15 DATE ... FOR /BMOC O OT c4 . FORM e01 (1Q J 4 D[[GRIPTION % onc 4 L©6. y 'rw r, } cNRO..Y - \ l h 4< A WIND LOAD L,OCA tIUN FLORDIA KEYS '. t, k REP, STAr1DAkD CODE; (.I,° .6LDG USF FIGURE 1205 TO 1JETEt�M►N BAS -", 115 USE TAR\lE 1205.2A To (DETUWNI f. 28 MULTIPL4 4Y PS�ESSU0.E COEFFICIENT FROM TAUE 1205.2b OK TABLE .5 33 .G'' ,PT MUl'T1P1.`l 61 VSF— FACTOR; s. �4 FPMA TABLE 1205.1 a 1 33.6 DESIGN FOR. NOMZ-OMTAL WI 34 P5 f r " k, , s a ✓, k t Y �e AF Islas y, MADISONj' INC. of No. Box 131, 1035 S. Access Rd.,;&W., Conyers, Ga. 30207 Phone 483-4401 go, or . cnaiNie� Awn FOR AM OCO Du Or FOAM 501 44 %LDG � - 'j i CNxn..r ` LATERAL A9kL 5IS (34 */i+, (I0 RESISTECa 6`1 SHEAR WIkk-L f�IDG P\MD V:S"1 5kkEFFK WAIL REA(' FROM 1 WAU CHECK COL'S 75. e 2 '/4 X) SIi E!\0. fA _ .88(3.7)/2 �b 1.ra- 1 11.3 1 .5 Al Ai r iry1B5 r MADISON, INC. Joe No. Box 131, 1035 S. Access Rd., S.W., Conyers, Ga. 30207 Phone 483-4401 ewt or _ [NOIN[[R [ - OAT[ 4 ^ Foam SOI ♦ A floe A I'" l �� _ D[s. mr f.. (_ f D[scwl"Im ` �f� I 1 4 4 x `Yi"tt 5TEEL ROOF DECK r volt CON5EKVA-tWE DESIGN 'k. ' DESIGN A9 ONE SIMPLE SPAN UNIFORMLY` LO tA = W P/B WIIDTH OF PANEL IS 1.13 FT c)[w) LOAD OF PANEL 15 2/ LIVE LOAD IS 40 PSF L L + 4 L = 40 12 = 42 PSF hP P> I w — 42. Vf"' C t.33 ft� = 55.8 "/fy 61�1ta; (4F+)'_ I12 f, lAs %i'P {� 1 12 -G Ibs (121N /-F+i zGO, 2 PSI .364 IN3 R t j ,t 't �r FOR SEC?ION PROPER[ } �,i9`f.py4 fy r F v�e�Mct� I... room 501 MADISON, INC. JoeM Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207; sw. Phone 483-4401 DArt` FOR AMOC O ot. I DatCRI ,ioa 1 19 IN x 44 ?zLQ G.. Cmxo: ROOF Al 4'-0 CFWUIR'S FOR CONSERVATIVE U-SIGN CONUASER E' } ISEING PIN CONNE(JR) DESIGN AS SIMPLE SPAN UNIFORMLY 2/ j3 f = M /S DEAF) LONG OF ROOF IS Sw/f•1 LIVE LOAD Is 40 *14, l 40 +5 4S '7A) J>bRP 1 &/fl = Af 60 K/'I; I MADISON, INC. Joe NO. Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 eMT w EMOIMCER Phone 483-4401 OATL - Q Fop A MOC n t1 Da$ 6V 4 • FORM eoq PESC RIPTIOM t "p1 b X 44 1..1 LDG CHKO..r Mi I R00F BEAM 4.06 �.445 5.5� ' 3 1.63 .4411 /lf� 4 .442. 4.06.442 e r,;r* e442 442 C3. Co M =.442 C 18.3a��w = IS.roCC IL �., K5 q 2—CIO A15.3,'��e r Al hy `I .t t G t t �7 I f 0.F 15385 ENGINEER FORM 501 INC. ? Joe No. MADISON, Box 131, 10 55 S. Access Rd., S.W., Conyers, Go. 30207 SHT of Phone 483-4401 DATE Q.2G q.14 3.G2 2.52 4,08 N jf*n g a 5 N1 1 III p.. f 1 .�. YJS 41 i x � p Y I 1 S _N i :M u bL COILMA LlL 86 C 0 r- F(3t Eno'L2,Q V gli ty e, 1 #2 x•&p.-7 I SIBS MADISON, INC. JOe NO' Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 s,,, 1 a �NOO'ss" Phone 483-4401 o,.,. - 4 DU. •Y Fo" room soy x 44 b LD G . Duc"Irtloro ` -t CN"e. NY FLOOR FRlkMING FLOOR LIVE LOAD = IS!PSF FLOOR DEAD LOAD = 35 PSF # FBI FLOOR UA)A5 SFACIRG = 4'-G FOR CORSEK4A-TIRE tiE51GN CONDISER EN05 AS IEMG PIN CONNECTED i M = w i� 2/8 R f- M/5 i5 A 3S = 110 PSF r lU = 110 �� F+' C4 .5 fa.> 455.4 q 5 K/4'4 R = .415 (9 .S E�) �2 = 2 .3 k r}j lly 7.$1 tNi \48 x_10 SECi10N MODULUS FROM A I SC STEEL %OOK MADISON, INC. Joe No. Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 Phone 483-4401 a„T cL oF [HaiN[eR _ DAT[ FOR L`1 • O D[a. BY T � FOAM $01 OtltOKI PTION , 96 K 4 4 G GNKO. By * F132 F L 0 0 K FOUIV. L&NOKG 9,00 V L L t 'D L F'LOOP, LL , D L @ MOf3ULE 1-7, 19ro I PSF ' IS $ E �. AS 15385 MADISON, INC. Box 131, 1035 S. Access Rd., S.W., Conyers, Co. 30207 Phone 483-4401 J00No." r 1 OF .' ENOIN[!R _ FORM 501 FOR A M O C O DEs. By M.7 DESCRIPTION 1 '9 5 x 44 BL0 G CHKO. By FB7S } y� F}� MOOR. BEAM Q PERIMETER , 3 .0 E0004. L01\01R6 :a Roop LL +bL = 45P5F WALL 1'S.`jr+ F10011, LL . 1) l = UO PSF y, r ul � Z.5G 9.15 A5 .. V .19'3 4.5) 3.56k •-790(S,63>4,45K - .?90 C1o.26,) - .7 10 13.24 i3,24 (119) /2t.S = 1.4 Ksr L' to _ �• (.fir Y^"<r OUNOAr"f14N 14, MADISON, INC. box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 eM. C oP Phone 483.4401 0e19 m..m. on. •r Pie I F' C CHKO. 8r COI,U �1 T,S. 3 x 3 x 316 A5TN1 A-500 GME 6 F. = 4rov. ,60FY :21.6Ksi I I A - 2.02 w' 3 16 95 fT COL MAX. ALLOW. LOAD AT EUGE Cf -TUOE IS 11,5 KIPS 1 0 1 Fa I4.4't 5.Gq r fev �x � r r a � F# y C .39 4, o r +. 11 }h f " MADISON, INC. aoewo box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 sa.r C / er Phone483-4401 DArt z F'naew EOf _ CM1[e. �r n[9cftirfj d q = 1.G4 El MI rr= 1 . o r Sr - t.2 4 A 1 f MADISON, INC. Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 sNT V5W of (i Phone 483-4401.'20- 80 DAT[ { Fan _ Oct.•r Foww OAI E K01 mr --------------------------- ,a '-5HE1\ K WALL REFERENCE,. COLD, PORMED zlEEL UESIGu- MANUAL AMEP.ICAN ZROW STEEL 1N5T1iU7C OESIGN CRITERIA III, SHM WALL 70 BE OESIGIJED A9 ' A HOP, DIAPHRAGM} HOkIZONTAL SHEAR (P) 10 BE RESISTED 8 7NE F:LA1CPANEL OF WALL SHEEZ AND DIAPHRAGM' /.III _ -- ....n...w 111 n.. hw ur. nlnP ,,, �% SSJOS MADISON, INC. Box 131, 1035 S. Access Rd., S:W., Conyers, Go. 30207 Phone 483-4401 o..[ 3-2a-eo Fos oat ev GA S�4U. k V` A L C"Ko Sr '�YPICpAL STEEL FRI�EL f` (3.4.I) SEAR, STRESS�;,1N WEB5 _Fy=40r.si Ifs T t54�I 3 = 95 95 444+ j FV = 3 20 =.422 KsI 16 I L C44412 e V -_422 x I��a (� wlNoe Fon� =•563 i I i wr I%ARS MADISON, INC. Joe NO. "T R122 D ? Box 131, 10:15 S. Access Rd., S.W., Conyers, Go. 30207 Phone 483-4401 1t--7-84 D.i[ FOR Dq. ■r �S - FORM 401 //f A //^ /' I (v X �r D EC � ' CNRD. BY ASTM /4- L45 C�2ADE G O ~Q_- ro 4 d) CO 4-- Q. r POSITIVE BENDI NG4 A Y AY AYZ I i .50 2.75 1. 313 15.7 B .01 i I.002 2.96 2,96 b.88 _- 3 3.0 1.5 4.5 (0.75 Z.25 .Z4 5 2.936 1.4V� 4.'�2 10.34 2.12 ro 815 2.92b 2.38 Co.96 - 24.507 Ib•(ol� 35.10 4.36 A151 SECT.2,5.1.1, 171/ s lrl = 34. 7 W/ - = 1. 002/. 03 = s3.4 4 54.9 y = 110."�'/Z4.507 = .&b0 c = 3-.(pE50 = 2.320 f = 35. 10 + 4,158 - 16, 28,15 t s = Za,lS(,03) 2. 2- ! tom= _ lst.e ,.''5 1 Y i Fy = 40 DD0 P51 Fb = 24 000 PSI 2v:: AI5I Colo- ForrMED STEEL DES14N MANUAL 198'3 NEGATIVE 5ENDING A Y' AY AY? Io 1 .50 2.75 1.35 310 .01 2 1.007- 2.98 2.98 8,i !b 3 3, 0 1.5 4,5 6.-75 2.25 ¢ 1.52 .015 OZ - - 9 2.93 9 1. 4l.9P4.3fi. 34 2 .IZ .815 2.923 (o.967 .31t 2.1b 2.5135• i 0 w/t= 15.94�03� e;31°'` A151 SECT 253 r 55.3 b- 50.5 (03)= 1,5Z y= 44/10.007 = LG30 35,10 +- 4,55 - 16,44 (1.&J50) z�. 12.(obt I. G,So 1 4 1 ' I �A I I h ) C � II 1 t I i i t L � I 1 y �s� F 1 { 1 r ' k 1 I \ 1 i k 1 Now ::Si.'t.,^}�",rb f " l e Y y 0tO j, } a t xs � 1 wyr } s I 8 7 .. � v� � �� � ��, s. �` at F•y f�� � S� '°+ ' �',� a3 3ti;'Fnj yy s ,�,x� �m �''�°'�yg3,e �" � � ,1�' � , t I + r4 sn ✓�R ,� p4� : a !�� / or I n ` 44 V+ I F y rn JOB OF BE MV1 M0 ' / �1y^! W � 1 00 z 0 W 0 n rl- O co Q Q ff 00 r) 0 0 1 LL 0 z d J W Y Q J 0 r� 1 Rh y I Ml � b � I f I I s EXISTING DRAINAGE 31I111LE w TO BE MODIFIED I I I I AGE SWALE I 3: TO AMOCO SITE — AVE / S.R, 68 C \ Z 0 r0 w �090 w VICINITY MAP - -. NO SCALE LEGAL DESCRIPTION: SOUTH 135.00 FEET OF THE NORTH 235.00 FEET OF THE T 135.00 FEET OF THE EAST 235.00 FEET OF THE SOUTH- T 1/4 OF SECTION 11. TOWNSHIP 35 SOUTH. RANGE 39 EAST LUCIE COUNTY. FLORIDA. "" OARCEL CONTAINS 0.4184 ACRES. GENERAL NOTES: 1. PROPERTY LIES IN FLOOD ZONE "B" a 2. BENCH MARK ON SITE IS TOP OF P.K. & DISC AT N.E. PROPERTY o CORNER ELEVATION 19.96. 3. CURRENT SITE ZONING IS "CG" 4. CURRENT LAND USE IS "MIXED" 5. ADJOINING ZONING: WEST: "RM-11 SOUTH: "RM-11" NOTE: o ALL STRUCTURES ONSITE ARE TO B DEMOLISHED UNLESS SE NOTED. a AMOCO I1� s s � ir wl ir S � a w m, � > c m 0 U o2 0 a a $ w LO N ZO QI o 0 7 oU 0 E Ga N W d a N w L i IY IY . V O w w i zw a. w > N '8 a r- 0 o N _ z aL w J j ww � 1 (L Z Ii W K W K' �i W Q' q W \ In p O In n 0 a0 0: a, I O O N Oar'=. i�J� to Im N�W XE`Yk Q It m < > 1 ,. 00 c 6 n S1_ v Li Q O Li1 U 0 Zc6 Q� J M ❑ A n 0 ® uw o U p 3� L`1 L?U 0 =W LeJ N�- t� F— Zt- In Y L� lid, "< 2R x z x D w w z z z W 1 T O WALK i "ACM EJ k r,. _.......... ........._..... ...... _ _ ...._......._ EXIST O.H. POWER LINES TO REMAIN l 'h, LINE OF IGN FO DTING w J1JNC71 BQX t. SEE SHE T �-4 0 ",, v �� . .4 A i ( e �K, W , w ' S � — -- — — — — — — — —0"— R ' CONCRETE 5 SE BACK RBING SEE 10_ x 20' INE r w T. SHT C-5 PARKING ra CONCRETE P VING 11 C-€s w/ sxs zQ 5 r I r I • w �q JUNCTI BOX p x' k� i s - SEE SHE T NC-4 N ASLIG E T LANDSCAPE AREA ,y' 1d00 W ON9. SEESHEETEBO—JUNCTION18' POLE PAST POL AN WJ, CAST /C-4 IRON GRATE SEE SHEEf C-4 POLLUTION CONTROL e�f -SO O 0, S1RUCIURE SEE '' 141 le EXISTING DRAINAGE *Am.; : SHEET C-4 TO BE MODIFIED 3a' 45�6� 4O '`.h' cI ;_ ,,.; r rA try "�'" P 'r. �. Srx..v"}+t a ,�•.. ay�i` r..:y: a k s .�r s: is ,, �I'.* n.' <r.= I µ a + r -r" h {i i M. �..fa' �#'�., �,+r;v �ry #, i . .i A xJa "•ar14 r „_. "QN �pp� :�. .+.>� ,-,d fi a..e �. �'T�tA' ..���i .., _ _. �nla � - �ir`fi sws,. .-: a.nc _ s�`�". l•. >ri ., .. ,w.zu ��.1 ;': ��.^. c e� i �'�,. .�x� t END OF REAINNG CURB 'H. fi JUNCTION BOX SEE SHEET /C-41� t - R f $ n`.1rV R CURB SEE j; MDEX SHT C-5 INV TOP 6" PVC CHASE BURY 24" DEEP (MIN.) +�— YARD LIGHT& " BASE II1000 W ON 18' POLE as ,i i I < ASPHALT P A V I NG = 1 1/2 " TYPE S-3 ASPHAL OVER 10" LIMEROCK BASE II OVER 12" COMPACTED SUB —BASE II � k I i . AMOCO SITE — ORANGE AVE / S.R. 68 THE TH 135.00 FEET OF THE NORTH 235.00 FEET OF THE WE 00 FEET OF THE EAST 235.00 FEET OF THE SOUTH- o EAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST ST.LUCIE COUNTY, FLORIDA. PARCEL CONTAINS 0.4184 ACRES. GENERAL NOTES ;. 1. PROPERTY LIES IN FLOOD ZONE "B" 2. BENCH MARK ON SITE IS TOP OF P.K. do DISC AT N.E. PROPERTY CORNER ELEVATION 19.96. 3. CURRENT SITE ZONING IS 'CG" 4. CURRENT LAND USE IS "MIXED" S. ADJOINING ZONING: WEST: 'RM-11 ' SOUTH: "RM-11' �A SITE DATA: k PREDEVELOPMENT SITE: SITE AREA 18225.5 SQ.FT. / 0.4/ACRE IMPERVIOUS AREA: 14084.75 SQ.FOF TE PER S AREA: 4140.75 SQ.FT. F LOPMENT SITE: 18225.5 SQ.FT. / 0.4S / AREA: 11935.02 SQ.FX OF SITES AREA: 6290,48 SQ.FT. F SITEUILDING AREA: SALES BLDG.: 19'-8" X 44'SQ.FT. SALES BLDG HT: 10'-2" CANOPY HT: 16'-6" O.A. 14'-0" CLEAR .HEIGHT (MINIMUM) PARKING: 2 - 10' X 24' REGULAR SPACES Y 1 — 10' x 20 PARKING SPACE r 1 — 12' X 24' HANDICAP SPACE 1 ' X 20' TEMPORARY SPACES 'PUMP ISLANDS AL SPACES PROVIDED rv.. ENGINEERING FIRM: M.D.M. ENGINEERING UC. No, EB 4857 P.O. BOX 5468 LAKELAND. FLORIDA 33807 _ (813)-646-9130 ENGINEERS: 4, MR. RONALD R. RAINEY, P.E. OWNER: AMOCO OIL COMPANY 13072 COASTAL CIRCLE PALM BEACH GARDENS, FLA 33410 e Ss (An7%-R77_mju% OWNER IS REQUIRED UPON THE AVAILABILITY OF PUBLIC WATER AND/OR SERVICES TO THE PROPERTY TO CONNECT TO SAID SERVICES. AM0- a s c� >, v o T v a ¢ It w a Ix OD T Qd m c 0 cr w Q3p W f2 N IL O In C fn V I 3 3I v E U Ln 0, R Ix N ; v v 5 ��' ali o W S c � w W 1 W N = W < W uo ? 1— a V h z Ir a w � z z° N M d N \ - a to \ 1'N S I ao \ m W rn 0 — m o m N CD w d>� ID z - = y by A !IdBEd CID v 6/I clL,J a 0 LLJ Li >z U Qcl� LaJ E7 ry M C<_ C1 O L CL A 0 U Z =Lil Lv G_ 0 1 LOU, =Ld Z r d �L Li 0� ?F— Ref FO dJ 10' d m _ _ r=� y t F. i. s I e p � air +. a {� {. �. urn r r i I s U m V m 'D 5 a � T T N Z o � ` c Ln Q F N aka v W W u N 0 j _ I N i $ d O OQ z O � G w WW�ioaa 7 �7x • Y ��w p � z N (z v W ff.-, 2m MDM JOB No OK214 TRK--1 EXIST. FENCE ALONG PROPERTY LINE TO REMAIN I EXISTING DRAINAGE SWALE TO BE MODIFIED Y (� GUY Td R t{ Ir i I , ST POWER P+E z rt s I rc R } 3'R T u � ;4: W j-a.# 600 S.F. DRAINFIEL;T Y � p N AIR/WATER 3'R n° $ STAND SEE .� SHT P 2' r00 S* T k e.g 29'-6• '4 I I i I o I ` o } A4 w 20 t It ' a } 7'-1" EXISTING DRAINAGE SWALE TO BE MODIFIED � r {r IILL[ I J l a zi n 27 3 , n � W m a m q o a � n N Q — VOI EllJ d M1Vir� d 20'-10 112 cr EXI MATCH () TOP, EXISTING GRADES /l INVN raw: INV. S - t _ _ TG REVAN NOTE- EXISTING TYPE 'C* CATCH BASIN TO BE REMOVED - ^ INSTALL NEW TYPE "F` ' CATCH BASIN PER FDOT° REQUIREMENTS KINGS HI wommmammowm AY t � O NY I UU .�� NEW FDOT HEADWALL INDEX 1266 INV a 17.50 TOP . 20.01 t " 13' � q k ` o a «` O � 23'-0* CORN_ TO TANKS k° f 4 e > R�0\0. \J 15' -0* rN LANDSCAPE BUFFER }til �-l3 00 as a' K 4nV) 22 co h rna 1 1 m � N m r' Q �&Tl� � I s s U m`m mm q� m S w c cq K2 N � 0 N a a�a N V U O i N o', w a � s Q. 0' O W , 2 J W cn Z 4. x p 4) IL Z ZIit i N (ri a 2 Ni h (11 � D ` 5 aIt 4 y2¢Y 1 15ix % y II \ N4 t�1V a jo NW 'WE i c %O d n W Q 0 LD lD U Z �Q LI W �J ^ Z � Q ^Q CL (e 0 d� UO 0 L:)Lw Q =� J W_ W JCL 2� V Z A C ® w W W S "+ Z LD S c� Z W � pi MDM JLU No. OK214 PUBLIC WATER SUPPLY WELL LOCATIONS MEETS ALL APPLICABLE —= NUMBER CRITERIA AS REFERENCED IN 17-555.213 FAC. C 3 VAI EXIST. FE' PROPERT` .: arIA &W INLET/P.0 TYPE . BOX "A' TOP 21.50 — AL - V - 18.50 POLLUTION CONTROL STRUCTURE TYPE "B" 7'W mi, 4 mow '{ n =0 w SHT KING ims a IRON 40 IN I I I ao 21. -- FK � -ROLLOVER..' CURB SEE SHT C 5 �1 T zH r "� � � INV=19.13 „�•�.-' SHT 12" SLOTTED 12DOO GALI ^•'a �el�'?1 I DRAIN WITH < fi 2" X 6BLUE ,W WALL STL. I ( DRAIN GUIDE o 3 x I a n�trr r I( p J y :f o d• " y a K e Omk�$� INV= IR.Q3 HIGHWAY (S. R o.l. �71 TYPE ?ATE )0 4.70 18.70 AT 20.' TYPE.• ... Q NEW FDOT T.G. m 19.0 W. INV - i $ INV. - 1 INV.-1 FILL WRAP & GREASE THIS END OF DOWEL W 6" CONC. W/ WIRE REINF. 1 3" SAND FILL 1/2" EXPANSION JOINT 1 36" #4 SMOOTH DOWEL AT 12" O.0 ... .. ... ..3 .fir, mm !t ELASTOMERIC FILL WRAP & GREASE THIS END OF DOWEL 6" CONC. W/ 8" CONC. TANK SLAB W/ WIRE REINF.--� 6X6, W2.9 X W2.9 I )RAINAGE NOTES: HIE'1S TO PROVIDE EROSION CONTROL/SED! BY 41D EARTH TO AUTHORITIES. WECACTOR MUST NOTIFY ENGINEER OF RECORD & GOVERNING RITIES, 48 HOURS IN ADVANCE TO OBTAIN A DRAINAGE TION, THE DRAINAGE SYSTEM MUST BE INSPECTED PRIOR TO BACKFILLING 3. PLACE FILTER CLOTH AT SIDES & BOTTOM OF UNDERGROUND TANK EXCAVATION WITH LAP AT TOP, WHEN INSTALLING FIBERGLASS TANKS WITH PEA GRAVEL BACK -FILL FILTER CLOTH NOT REO'D. IF SAND BACKFILL IS TO BE USED. N LEGEND a PROPOSED ELEVATION EXISTING ELEVATION TO BE MATCHED p� EXISTING SPOT ELEVATION a S U mm b V 9 O0 m a go 21 m y} 3 In �n G C w J Q w O C O N I g In O_ j Ala o w w � I in z < w v C5y u a - W w Q w a Z J 7 O IKL K � w aI\ \ a o, w AD 01 W Q. O C1 N C, G a %vA %D P }ry^rUn SmaY o 6 co LZ o� WN w } Y 4 IwI.o� I~ > >1 ^ OD c w N n � Z LLj J Q O d. W L7 z U Z Q Q C7 a� -- c) ❑ 06 r' Q Q L v� 0 Q>o J � 3L` `-'l W r O 2U Q =� W n z ~ LJ �a CL �, Z 1- kA 2t R � Z� W p Z E B Z W i MDM JLB N OK214 THE 5ED PUBLIC WATER SUPPLY WELL LOCATIONS MEETS ALL APPLICABLE SHEET NUl�l:7 71 WELL St NG CRITERIA AS REFERENCED IN 17-555.213 FAC. C-4 0 m CONC. DRIVE SLAB W/ 6X6, W2.9XW2.9 N. T. S. X it 1 3 ev it 'n �f� MIA . �jkg t7 . .�„ 4 r b � e � fi • • • � • � � • Fr en # I � � : >. 4 ea "may' a Yll 3" CHAMFER * 7 ^ .SIN Rv , e i • • n( .b., 1 Yk y M16 9 �*M�s,.�'_�". ar�� = s iC �'t ,. ��,� r.• �-� � � l" � �i. v.. �� '��..���,�. �■ 1,.. "lady ga.��MY, �� fi{ � w € ♦ , �_^ ,� � ld, u:�, �� � *F , x ,r a i m� ��. r �' r �. d � y` i ." 'i•', ,,,, +- f' .� t3. b 4 'r '.r ° %t`� r t �' Aq 3s7 :� ,gyp. f rdr r� ? ? r ^+7Fra3; t ,� ^rv,Yfti+� • 4w r - r 9-�z a.x. 6 x§ }X"I Y t' I • y 4 �x +Iy I f p fi i I Afl Iy` .. 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AND PLACE 1 4 B �rM AT EACH CORNER AND AT LOC, INTERSECTIONS PLACE 1 ##4 DOWEL, 30" LONG,''u WITH A 10' HOOK AT EACH BORNE k 1 TYPE "A" STRUC STRUCTURES TION CONTROL/, TU R E loco a Y S U w U U U � � IAW w V) U O T W a 0 Q U z �I� w � 9 D ZF in c d O i g E UO z U 0 F q N a w Q t4 w w 0 x w !1 0 �xl w U) I z° IIIIw w a fie) i O O m k a Ji�od' k � i�amg w M ty Ka n 01) d In Li Q Ow U z �ED as W a A w �Q O d Z �n U 3L` O A �U =w ¢ U "a a Z r zZ � P Gk ? w< L) " z J Y w Lo s zLi s Z w I ` MDM JUB No, OK214 ,F'rx .:.. , . -.r , w+^^u'. W. f. .a, sv.,, ., ,. .... 7$+n ,.. „w,p, .::. ae. F si :x � : "Rs x r, Gi�'?�.?r t n i Vb. XV, T is 101-0. t. a4 1/2 1-0 "A Io I 'IA -PA A I'J Ai p Fy� EXIST PAVING & S664 NO CHANGE SEE SITE INV, (AT SECT.) t-5 FOR 6" CIONC SLAB W/ 6 X 6 , W 2.9 X; V 41 2063 AT WEST END OF DRIVE 20.43 AT EAST END OF DRIVE w gee . I I I I I I I I I I ---)aST PVMT :12 2' X 6 DRAIN GUIDE fig SEE SHT C-5 DIV, II P EXIST. PAVING & SUB —BASE 6' CONCRETE SLAB W/ GEN. CONTRACT NEW 18'0 RCP IT BYt 6 X 6, W 2.9 X W 2.9 NO CHANGE SEE SITE PLAN _n .......... 4 /C ANGF ION D—D THR rr" w—mv �t W9 3N, 'A" il x'q'- w ov g Z_ �& llk AMOCO ` MR -Y _c: (n V) , Li fr :3) 21 0 u w Fa rn J� 2 MCI o "M n 1 } e R9b4 k E1 9GHWAY S.R.No. L CA WATER UNE STUBBED F FUTURE USE A WATER SERVICE L TERAL IS EXTI NDI D TO AREA 0 Nr EW 11 II �I 6` DIA PVC CHASE II AMOC❑ I WF 73 _Y S U w 1w a It cr DD T Q m O 3 U co. 0 W N Il U w D � 0 W y�,� U5 > CL >_ y W 20.' cr O W tj l W < w a 7p rn a d u J z x W W J z 1 N O f—i K Ir 'i K N M d NI I \ W I \ N o I aID OD T O+ O Iu M Jiazo (U O °• I O m , J Eir�2 ti > �7 j2m W /^I ^ c OD d Lj c 0 W U Z 0 ❑ ^ zr� q LJ 0 a u� � U w C a 0 _I =L, j _ �?u _Li V)Q- LD (n 2� X L) z s n � Q wz z M w y 1 i k i ~ J 1 % u I i T I r EXISTING DRAINAGE 1$' TO BE MODIFIED I EXIST' O.H. POWER)" AT LINES i TO REMAIN I 1» f x f K t v iw k- y, 1 ,, tt� ; u�•, „ q �a y • is € 4 Orr• � SI f EXISTING DRAINAGE SWALE TO BE MODIFIED ryM A f x � zt $4,ry Z, y 1 x Y p A L hI { EXIST. POWER 600 S.F, DRAINFIELD a 1• r � 'A?t M.W. f9 1 1: P7, 11 ' r� � r Sf� qnN. M a d. M d iW fie• q ff t d% %N R �«.[ d "k si 0 �:3 UO Mm uj w 61 M n oc AMOCO Mall a _Y S mv� a Fs o 0 a W jQ io a m N c � m N qJ O O Z yZ,l N to N U f O f 3 �I O v E O O F U U c U N W a ! W 5 rr W Q } Q O F V N J �Iw x K w a o z 4 K it ¢ N M d' rt7 O� p OI Wp a A Q OD m w N %D G^ z N o on73 a s z 11 Of u m">o a rya u V C 00 .^ W M VJ V Q 0 LJ LD Z l.7 l <� V /a LR a � Z ❑ a H E CJ O LJv yw a LAJ 4. J W 0A t x L3 z G � o z z LLL��� w i AA MDM JOB No «4 OK214 THE SED PUBLIC WATER SUPPLY WELL LOCATIONS MEETS ALL APPLICABLE S NUMEER WELL NO CRITERIA AS REFERENCED IN 17-555.213 FAC. TP-1 EAKEF WNW - 11 To O TO zSLpNp DIS�'E:tISEKS D�sPeNsE S 3VW MIN, (JrILIrY RaOM G,as�flc_ 49c- EQUIPMENT LAYOUT ELE VATION - NTS PANE C SE L-OFFS as REQ'O PANEL PANEL B A k, 16 9p " A p� �� A�� 7T �� gyp. ELECTRICAL RISER DIAGR ( IF I 40o, GI&C, Rs o F 18 G�• , t 1"=10' rod/G 3HKMo M, I NMI' and Electrical Engineers r York Ave., Lakeland,Fl. (813) 688-8346 1. CONDUITS CONCEASM;IN WALL, CEILING OR EXPOSED INDOORS SHALL BE 1/2" ELECTRICAL METALW TUBING(EMT) UNLESS NOTED OTHERWISE. 2. CONDUITS CONCEALED IN FLOOR OR EXPOSED OUTDOORS SHALL BE 1/2" RIGID GALVANIZED CONDUIT(RC) UNLESS NOTED OTHERWISE. 3. BRANCH CIRCUIT SHALL HAVE 2#12 CONDUCTORS AND 1#12 GROUND CONDUCTOR IN 1/2" CONDUIT UNLESS NOTED OTHERWISE. 4. ALL CIRCUIT SHALL CARRY A #12 GROUND CONDUCTOR UNLESS NOTED OTHERWISE. 5. POWER WIRING SHALL BE A MINIMUM #12 COPPER, SINGLE CONDUCTOR,600 VOLT, TYPE THHN UNLESS NOTED OTHERWISE. 6. ALL WORK SHALL CONFORM WITH NATIONAL ELECTRICAL CODE, STATE AND LOCAL ELECTRICAL CODES. 7. ALL EQUIPMENT SHALL BE RATED FOR MAXIMUM AVAILABLE VOLTAGE AND FAULT CURRENT. ALL EQUIPMENT SHALL BE UL LISTED. 8. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS AND MAKE FINAL CONNECTIONS OF EQUIPMENT FURNISHED BY OTHER TRADES. 9. ELECTRICAI NTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS,SES AND INSPECTIONS PERTAINING TO HIS WORK. 10.ALL CO UNS SHOWN ARE DIAGRAMMATIC. ELECTRICAL CONTRACTOR SHALL RUN AL T IN THE MOST DIRECT AND ECONOMICAL MANNER POSSIBLE. 11.ELECTR kS AND INSTALLATION WITHIN CLASS 1 AREAS SHALL BE IN ACCO ARTICLES 501 AND 514. 12.ELE AND INSTALLATION ABOVE CLASS 1 AREAS SHALL BE IN ACC ARTICLES 511-6 AND 511-7. 13.BOTH NDUITS THAT ARE WITHIN 20 FT. OF DISPENSER SHALL HAVE <AT BOTH ENDS OF CONDUITS. L_R=SER D=AGRAM AND PLAN NOTES 'CONDUIT WITH 2-500MCM & 1-350MCM. 400AMP,120/240V,1 PHASE, 3 WIRE SERVICE. USE PVC UNDERGROUND AT 42" BELOW GRADE AND ALUMINUM ®RISER ON POLE. ALTERNATE TO ABOVE. SIMILAR EXCEPT CONDUIT RISER WITH CONDUCTORS AND JUNCTION BOX TO BE FURNISHED AND INSTALLED BY POWER COMPANY. n ELECTRICAL CONTRACTOR TO VERIFY. IF IT IS REQ'D• BY POWER COMPANY, —3 3 142 E6N9HI4 WIi'Ei z 56931Elf 36^•• •• AND 1 Q2 - 5/8" X 8' COPPERWELD GROUND RODS BONDED TO COLD WATER PIPE, PANEL AND METER WITH 2/0 COPPER GROUND WIRE. QISOLATED GROUND. 1-5/8" X 8' COPPERWELD GROUND ROD BONDED TO PANEL C WITH #4 COPPER GROUND ROD. QMAGNETIC STARTERS FOR DISPENSER PUMPS. Q12" X 18" X 3/4" PLYWOOD TELEPHONE BACKBOARD. RUN 2" PVC SERVICE _ CONDUIT TO POWER POLE. f'(1') MICRO MAX 2000 ECR. EACH ECR TO BE ON A DEDICATED CIRCUIT FROM PANEL C. PRINTER,ONE FOR EACH ECR.INSTALL PRINTERS AS DIRECTED BY AMOCO FIELD ENGINEER. EACH PRINTER TO BE ON DEDICATED CIRCUIT FROM PANEL A. 3 PARADYNE MODEM. PARADYNE MODEM MAY BE MOUNTED UNDER COUNTER AS DIRECTED BY AMOCO FIELD ENGINEER. INSTALL A MODEM SPLITTER PARADYNE #MS-3 ALONG WITH EC25C MALE TO MALE CABLE(DUE TO INSTALLATION OF 2 ECR'S). TO BE ON DEDICATED CIRCUITS FROM PANEL A. OD-20 MAIN STATION INTERCOM. TO BE ON DEDICATED CIRCUIT FROM PANEL A. OSOLA REGULATOR. INSTALL SOLA REGULATOR AT RECEPTACLE FOR ECR'S AND MODEM. VEEDSR ROOT #TLS 250 TANK MONITOR CONTROL BOX. INSTALL BELOW COUNTER AS DIRECTED BY AMOCO FIELD ENGINEER AND MANUFACTURER'S WRITTEN INSTRUCTIONS. OTOKHEIM 98/94 P.C. TO BE ON DEDICATED CIRCUIT FROM PANEL C. 8 KDI BOX. PLUG IT INTO RECEPTACLE FOR TOKHEIM P.C. 3/4" CONDUIT. BELDEN #9402 2 PAIRS TWISTED SHIELDED #18 AWG PER ECR. 10 B 829 TELEPHONE INTERFACE. TO BE ON DEDICATED CIRCUIT FROM PANEL C. lla 1/2" CONDUIT TO CASHIER COUNTER TELEPHONE JACK. it KAM PKKfAKKD tr ENGINEERING P.O._) sox 6404 LAKRAND. PL. 88111107 - - (018>-044-0460 3/8 11 IRUN TO MDP INSIDE BLDG, Dote I No. I Revisions M r Amoco OII Company IrCO l• Scale Drawn By Checked By Date p ,_ Approved D w g. No. E.89.oaa- ShIEET OF Do Not Scale -Use Dimensions C; , AMOCO W/O CAR WASH(TYPF Ci 0 z 0 r> 10 0 I bo ood Sho 7'-6 1 / —3" X 5" REINF. — HANDHOLES GRADE �— 1" THK. GROUT jaw s Mmm%fw1�1� . s I r 10' TORCH & SIGN--47.0 SQ.FT. POD ASSEMBLY SEE DETAIL THIS SHEET REMOVABLE END CAPS 3/16" X 8" X 6" TUBE A-500—B CROSS BEAM 5-6" x 6'-8" THREE PRODUCT PRICE SIGN — 35.75 SQ.FT. METAL CLIPS PER SIGN MFGR. SHOP DWGS. 3/16" X 8" X 8" TUBE A-500B STANCHION 3'-0" X 6'-6" READER BOARD SIGN--21.0 SQ.FT 16" X 6'-6" FOOD SHOP SIGN--&67 SQ.FT. TAPERED STEEL SHAFT 3/16" X 6 3/8" X 8 3/8" AT TOP 3/16- X 6 3/8" X 12" AT BASE L� W4 3 8" STEEL GUSSETS I (P))LLDED TO EACH BASE B2)SE 4" THK. X 14" X 20" A4�/ CHIC 4BOLTS48" LG. 120 O/C Amm MER r CAL) Is Via" .I� k le i FRONT ELEVATION 1/2" = 1'-0" SIGN AREA INFORMATION: SIGN TYPE: SQ.FT. 6' X 10' TORCH & OVAL SIGN 47.0 5'-6" x 6'-6" THREE PRODUCT SIGN 35.75 16" X 6'-6" FOOD SHOP SIGN 8.67 6'-6" READER BOARD SIGN 21.0 SIGN SQ. FOOTAGE 112.42 6' X 10' TORCH & — OVAL SIGN--47.0 SQ.FT. POD ASSEMBLY SEE DETAIL THIS SHEET REMOVABLE END CAPS CONNECTING PLATE SEE DETAIL THIS SHEET 3/16" X 8" X 6" TUBE A-500B STANCHION — /s TAPERED STEEL SHAFT 3/16" X 6 3/8" X 23/AT ASE- L �4 (3/8"0) GUSSET PLATES (4) 3/8" STEEL GUSSETS TYPICAL 14'-0" U.O.N. (N.T.S.) SECTION TH RU SIGN 1/2" = 1'-0" IL;WA�1'.§ WIRE HOLE .0 2" 2 2 5 ova— X8)6 OZGCLIPS TOX 3 1/2" ATTACH SIGNS TO STANCHIONS "DET. "Z" CLIP DETAIL 3" - 1'-0- 4 — 3/8" THK. GUSSET — c PLATES WELDED TO BASE AND COLUMN. i!FA wlm MAN Wmmj 1w L 1 1 l4" STEEL lE A-36 BASE PLATE DETAIL 1" = 1'-0" MOLES URI z a ` NE o a =o 3 ;lob L n 44< O� n � g ^0 !9 M p V ❑m ZZ I — wn 5OD OD W m W °w zLLI m d a a m a V 0 m Z m aLiW d Ak\ M"B-3562, DATED 5-2-83 DRAWING # FL-025FS-C-90 SHEET NUMBER 1 OF 1 .m . 1a r.• 'r#,r .may I ,�,� LUMINAIRE STEEL POLE - FIELD PAINT BY GENERAL CONTRACT (FACTORY PRIMED) 14` OR 16' FURNISHED',BY AMOCO 4" x 2 1/a" HAND HOLE ON/OFF SWITCH WITH COVEhy DISCONNECT, INSIDE HAND HOLE /— 11" BOLT CIRCLE (DOUBLE NUT) /t-4 �D (4) 3/4" x 30" ANCHOR BOLTS j I� \/ /5 VERT. AT 3/4" C CORNERS /2 TIES O �2" O.C. 3000 PSI CONCRETE YARD LIGHT BASE DETAIL 1/2" = 1'—O" 120 MPH WIND DESIGN -4" 1/2" MODE SIGN PUMP U - 18"0 x 30" g' �� d u v a f ID ui C5, • � t i i, qp f.- Y F g ikikx k�� ;Alw .f h u S a i AF a c�ilP .li+i 4 per. � 5 r 1+. 1• '{ 8"02" POURED CONCRETE TIE COLUMN W/4 #5 VERT. BARS & #3 TIES 0 12" O.C. 8" CONC, SLAB W/ 64. W2.9 x W2.9 W.W.F. +5 POURED CONC. ,M W/4 #5 BARS N/ 13 TIES A 12" O.C. 3/4" SAND FINISHED STUCQL(NATLHML, GRAY) "S x 30" LONG OOK AT EACH BAR IN TIE COL. 10%16" CONIC, FOOTING W/2 #5 BARS CONT. Y �k Y � MOCO Q F— w ON J �o 0 Q N H 5.: W W m S Ir 0 0 a Uw It 0_ 0 0 1 Z 0 0 Z r Q y L Lior yjU6 gz 0 O Oa " pC k' as vi 00 E Sego o vi Z V) 0 \. N E. ov 6921 N < Y m4 m w m m i Z $ 0 'lob w 0 rM o Li Z W� y m a Z rn ® x V O EL N m J a WZ nO. JOB # STANDARD SHEET NUMBER 2 OF 2 SOUTH FLORIDA DES?c? PREFINISNED BLACK FASCIA PANELS 3/8- THK u26 GRAY BRICK WITH DARK GRAY MORTAR PREFINISHED BLACK CORNER TRIM ( TYPICAL ) ce LIGHTED SIGN BOX IAND CANOPY 2'-6'h X II'-10 1/2-L LIGHTED SIGN BOX ACTUAL SIGN AREA 11.25 SQFT. ago 0 PREFINISHED BLACK CANOPY FASCIA PANELS FOOD SHOP LOGO--2'-6'n X 11'-10 1/2-L CANOPY COLUMN CANOPY COLUMN LIGHTED SIGN BOX ( BEYOND ) AND BUILDING CANOPY COLUMN. CANOPY COLUMN .. PREFINISHED BLACK OO r (� s h 0 FASCIA PANELS !w(111 ICU) CANOPY OVER DISPENSER CANOPY OVER I/4' THK. CLEAR DISPENSER TEMPERED PLATE 13/16' BULLET GLASS RESISTIVE GLASS 6 NOSE MPD AT CASHIER 6 HOSE MPD AREA WINDOWS ONLY-- TNC =26 GRAY BRICK AMFAB 18' HIGH- ^ WITH DARK GRAY MORTAR PREFAB BUMPER PREFAB BUMPER — AMFAB 18' HIGH T PREFINISF ED BLACK CORNER C TRIM ( TYPICAL ) FINISHED C-�RADE — M METAL CU12B FORM ETAL ISLAND FORM METAL ISLAND FORM Ce LIGHTED SIGN BOX IAND CANOPY i 1/21 SIGN BOX 2' 6 OACTUAL SIGN AREAED 11.25 SOFT. CANOPY COLUMN - AT ISLAND BROKEN FOR CLARITY - T �.T_ r, METAL CURB FORM LINE OF AIR AT BUILDING BEYOND CONDITIONING GRILLE AT RIGHT ELEVATION ONLY ==fA\rOoc�o DECAL E BUILDING t (— DECAL Nc, i-k,s W� GE e ; O@d r r 1NTERCO(�-' =Z�J-7 METAL ISLANDFORM 3• X 7' ALLAY - ENTRY DOOR W/ 114' TEMPERED (CLEAR) PLATE GLASS LEFT ELEVATION 114' - 1' -O' RIGHT ELEVATION OPPOSITE HAND AS NOTED FRONT ELEVAT 114' • 1'-0' PREFINISI-ED BLACK CANOPY FASCIA PANELS CANOPY COLUMN 114' THK. CLEAR TEMPERED PLATE GLASS PREFINISHED BLACK ION PANELS , ,130T FASCIA *1'-7 3/4 BULLET RESISTIVE GLASS ASHIER WINDOWS LA gOT W7ZOW +4'-C HK �26 GRAY BRICK DARK GRAY MORTAR ISI-ED BLACK CORNER TYPICAL ) FIN. FLOOR •O'-C 18- HIGH PREFAB. L AMFAB BUMPER FINISHED GRADE 6 HOSE MPD PREFINISHED BLACK CANOPY FASCIA PANELS 7 CANOPY COLUMN ;pT PREFINI-544ED BLACK II FASCIA PANELS v co 3/8THK M26 GRAY BRICK WITH DARK GRAY MORTAR PREFINISI-ED BLACK CORNER O TRIM ( TYPICAL ) V FINISHED GRADE I r< FINISHED GP DECAL E BUILDING F2' ) F o DC-C-At ood � op �- WEATHER-PROOF DISCONNECT ELECTRIC METER 3' X 2' DOWNSPOUT T"RU FACE OF CURB 100-r -rN'5 1�RcecT \— 3' X 2' DOWNSPOUT TIRU FACE OF CURB METAL CURB FORM REAR ELEVATION 1/4' - 1'-0' ��i 'faix -.•.-.mar O 0 in 45'-0' a Y c � a SOD � 5�F soo St. nRaINFIEln --®r i ML_SESEPTIC NEW -IA- t. INV _ nmexs� TOP EU as an o a o r M L pr $ 'ad eV ' 4 .� `!' t. J"k` i S Y ,�+ i"l. u�,✓ C,p. shy%� rt���' Snt �" '�„„ 'S*C•r.,.`3r+. �'��'+' �xC + '., 'v.�n: ,�w��s ��`�nrr�"`�� s.uN r '�s%";ap >fk r`�+y':y{ £ k'h�`a'#3 < iv Y•3` �v, mw �c;, yea, vk .9..a' „p� '°^''e.h�s fi 'a§ r..°N.'�° , s a..w n btf (�R. r aG'.� -. 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'*'x,�va" � ly''"" S ,:u 1 i �47a» KINGS HIGHWAY C S,R,No. "�,'*,u.: r �'.. „ ". _.y ca2,>,r4.. ;:, e� 2.�• ^�,! ;...""t 4 I. �.: T '�: rt-.aw iv . ,.S r..'i.:e r .. .. `,..,r ,. ^P ':..:e .�'jN ..:, F d s�. '.x..n , v[ 4. ... al.x ,^.4.: _..a x ,.. .. .,.::x'4... .. a. i.. v^�":: e; �rn x .�-.Rh!,.rz 'f Y.. ., " r t. „4Yv.e „. kYh .0 %2r rt,.o� r + Zd . ,a a� i' -..d= `ra 5 .u.:,, r b � ... a. tl , S"l$,'. N. '. i r.r :'vM itXa.. .' l _.' 1 .. .. ).k , »'#"''. ^ r '�e � = 4� 9£� r q�d��wa` r.rv"� C ,� t ��. "" „a "h. •'r'r=,rrttiY,'�%'�`s*','` Mbd!� �q�`4Y��;rS�'�T6 i x M;'�i�+�:ws i T LANDSCAPE LEGEND ^� I COD AMOUNT BOTAhIICAL/CDMMON NAME SIZE REMARKS N ILE 4 ,ILEX ATTENUATA/EAST PALATKA HOLLY I 10'-12'X5'-6' FG I , LAU _ 9 IQUERCUS LAURIFOLIA/LAUREL OAK 10'-12'X5'-6' FG in m �v� -` lb —A UNIFLORA/SURiNAM CHERRY I� 24`-30' 3GA 24'O.C. e 7p EPIS INDICA/INDIAN _THORN - 3GA 'O.C. a • .,..... 14 16 4 I .... h.i.. S�j ,�. �; • I AZT gp VARIEGATED LIRIOPE/AZ •_ � 1 K B 0 , .. .. ... fiv+., .,. . n QO ��{�s��-: s, „ EVERGREEN Gi C I fi s . x # V �7A �CpA 1 R �M#,. u.�Vaf`� `. w7 S�� Q� ry IJ Ada°d a;iy t$}V*..cL, a_F•a. h`'.,...3v!%.raa 0 CONC. TRAFFIC POLE TO REMAIN 44 qo u K-RAIN DISTRIBUTION VALVE (TYPICAL) CONCRETE DOLPHIN ENCLOSURE (IF SHOWN) -'v WITH ALUMINUM LOCKING LID ------ 0 - -- — —-- --— o0—_—_—_—_—_ I------ QO ------ GATE VALVE UNLESS SPECIFIED ON PLAN GIVE ALTERNATE BID TO HOSE BIB OWNER FOR RUST CONTROL j �- UNIT, RUSTMASTER BY FLA. CHECK VALVE WATER PROCESSING OR EQUA _- _ BRONZE F--2 WELL SUPPLY (20 GAL. CAPACITY), - (TYPICAL) I r' 2 HP. SELF PRIMING PUMP, PLANS SECURE OTHERWISE CONCRETED i SLAB,(GOULDS OR EQUAL) ---� 2' TIME CONTROLLER (SEE IRRIGATION LEGEND) DETAIL I AMEX VALVE BOX & LID T 'N) ED GRAVEL h WIRE CONNECTORS �- CONTROL VALVE ELECTRIC DISCONNECT BY OTHERS, FINISHED GRADE' FINISHED GRADE GRAVEL I --CONCRETE BRICK - + ---- - fi 1, CONTROL WIRES #14 (TYPICAL) -- --- ---- DETAIL P IRRIGATION MAIN IRRIGATION LEGEND - — - — ---- � R AREA GPM SYMBOL MODEL NO. TORO SPRAY NOZZLES 570 W/6' SPRINKLER BODY - - • } FULL - 15, F 15'RAD 4.0 270 ° - 15' 270 15'RAD 3,0 HALF 15'H 15'RAD 2 0 • QUARTER 15'Q 15 RAD 1 1.0 E 7 SIDE STRIP - 4' SST 4 X 30' 145 L j SIDE STRIP - 9' SST 9 X 18, 112 L3 I CENTER STRIP 4'CST 14'X 30' i 1 2 { -- �_.._-._.. 41X 15' 6 Q_J END STRIP 4 EST All TORO SERIES S600 GEAR DRIVEN ROTARY SPRINKLER 43'RAD 277 a TORO MODEL NO, 304 00 03 STREAM ROTOR SPRINKLER28'RAD i 136 TORO MODEL NO. 308-00-03 STREAM ROTOR SPRINKLER 28'RAD j 2,72 9 � TORD MODEL N❑ 311-00 03 STREAM ROTOORR SPRINKLKLERER 28'RADD3.39 i p Water meter supplied by others, (size as shown) Cased in well (size as shown - see irrigation plan) _ e Main to be PVC Sch. 40 <size as shown) I O K-Rain zoning valve, (x zones) (if shown) pJ Taro series 252 low voltage automatic valve (size as shown) O Rust control device (If shown) p Time controller as shown, IRRIGATION SPECIFICATIONS .k . , .. M Z' f tip•• � 4 1, K-rain zoning valve must be used unless otherwise specified, R 2, All mains and sleeves must be PVC Sch, 40 and burled a minimum of 18' below finish grade, W I 3, All laterals must be PVC Sch. 160 and be buried a minimum of 12' below finish grade, 4. Provide sleeves under pavement prior to Installation of same. 5, Contractor to size plpin (unless otherwise shown) and adjust spray heads location to conform with water: requirements of actual [andscaping for adequa a water coverage, 6. Irrigation contractor shall provide 100% coverage to all landscaped areas and maintain 50% overlap, 7. Irrigation contractor to provide 35 PSI at all heads. 8, Heads to be Installed In planters should be located on risers. 9. Irriggation contractor to furnish controller time clock to be located in mechanical room or approved Location 12. Allllworrkcmustabeoclone asppper Local codes, up, d ", 13. SyysteC is to be designed (If not shown on plan) and Installed by a qualified, licensed, and insured landscape Ir`rl ator, 14. Sprpnkler system shall be guaranteed for one year against mechanical defect. 15, IIrrl ation contractor to use #14 direct burial low voltage wire and Installed under side of main lines, to Pnnsure protection and locating of same, sleeved under pavement and walks, spliced only at valve locations, Ali splices shall be made water proof, control wires shall be color coded, One extra wire shall be ran with each zone valve. If K-rain valve is not required see plan for valve locations, 16, All irrigation line locations shown on plan are approximate. Contractor to adjust trenching in field for existing conditions, plantings and structures as required. 17. Irrigation contractor will be responsible for having utyilities located. Care shall be taken not to .I„ py ._ p gcontractor g PP y the owner, gp ' disturbit be ran u des the roundeconstructi ther u itlities clamaeinto manner facilities during the planting era io SHRUB SPRAY TO - CLEAR SHRUBS INSTALL ALL POP -UPS ON PORK ORPEAFIBTRD HICKWALL SPRINKLER HEAD DETAIL AMEX VALVE BOX & L TE VALVE _h VALVE SIZE TO MATCH PIPE SIZE COMPRESSION MALE PVC ADAPTER FITTING (TYPICAL) SCH, 40 RISER :H GRADE D SPIRAL SER <6') DOUBLE CHECK VALVE ASSEMBLY FOR BACKFLOW PREVENTION OR PVB AS PER LOCAL CODES (TYPICAL) oil U\Op"Nodui ,10 BLOCKED BRACES OF - NEW, CLEAR LUMBER 2'X 4' (THREE REQUIRED) 3/4' METAL BAND \ (TWO REQUIRED) 3 LAYER OF MULCH ! ,/ y a11 r s'' Q � ` SABA '4[ L •� � 0- �. AS REQUIRED. } \C`c� i i--_� EXISTING PREPAR-I- I - 15 LBS ❑F MILORGANITE -, SUBGRADE ED ZPREPARED TOPSO L 4, PLANTING TOPSOIL _� - AND CLEAN SAND MIXTURE. (TYPICAL) (SEE SPEC'S) SOIL (SEE SPEC'S)---- TYPICAL TREE A %+ PLANTING BALL SHALL HAVE A MINIMUM , BALL SIZE OF WX 4' AS REQUIRED, I$ 1 PLANTING DETAIL _ LANDSCAPE SPECIFICATIONS � 1. Contractor should make his own take off to eliminate discrepanclesj in case they occur, plan will take precedence over plant list, 2• Exact location of plant material may vary slightly, coordinate field location with other trades prior to commencement of work, 3. All plant material furnished by the landscape contractor shall be 'Florida #1 or better and shall be installed as specified in >,- 'Grades and Standards For Nursery Plants', State Plant Board of Florida. 4. All planting to be done according to good nursery practice,,+} 5, Alt planting material to be guaranteed to 60 days except Sabat Palms that should be guaranteed 365 days 6. All sod to be St. Augustine Floratam solid, unless otherwise shown, 7. All bed areas to receive a 3' layer of Cypress Bark Mulch, 8. All trees to have a 2 1/2' minimum trunk caliper or unless otherwise shown on landscape legend. 9. All trees field grown (Lirio can trees not acceptable). 10, Landscaper to furnish all materials and tabor Including plants, mulch, top dressing, soil preparation, decorative items (if shown) inspections, transportation, warranty, permits, etc., necessary for completion of all landscaping required herein except if designate to be by others. 11, Landscape architect shall be notified of any changes in the material or design prior to installation of the same, 12. Owner reserves the right to reject any or all bids. 13, Landscaper shall have a competent superintendent present on the job who shall be authorized to represent the landscaper in his absence. 14, Plants should be typical for their variety and species, sound, healthy, vigorous, free from plant disease, Insects or their eggs. They shall have healthy, normal roots and shalt not be root bound, Quality and size, All plant materials shall be nursery grown unless otherwise noted. 15. AU plant material shall be handled in a careful manner during transportation and Installation. 16. Plants shall not be pruned or topped before delivery. 17, Owner reserves the right to approve all plant materials, 18. Landscaper shall remove all trash and debris from site daily, The premises shall be kept neat and orderly at all times while work Is In progress. 19. The landscape contractor shall lay out his work according to the plans and specifications and wilt be responsible for all measurements exercising special care in laying out work to keep within property lines and recognizing easements. He will be held responsible for any errors, Contractor to notify landscape architect of any discrepancies in layout, 20. Methods of protection shall be maintained at all times, as required to insure all persons and property against Injury, and shalt be maintained until the completion of all work. 21, Plant materialsi Abbreviations on the plant Usti FG (field grown), CT (indicates clear trunk measurement from top of ball to first branching or base of the lowest frond), GAL (gallon can), 3 GAL <3 gallon can), ❑A (Indicates overall height from top of ball to mid -point of current season's growth), SPR (indicates spread), HVY (Indictes heavy), MIN (Indicates minimum). 22. Substitution, Plant substitution requests, for plant material not obtainable in the type and sizes specified, shall be made prior to submission of bids. All substitution request shall be directed to the landscape architect for consideration and approval, It is the landscape contractor's obligation to know where they can obtain all material at the time of bidding and at the time a contract Is executed, 23. Commercial fertilizer, Commercial fertilizer shall be an organic fertilizer containing nitrogen, phosphoric acid and potash In equal percentages of avallable plant food by weight or 'Milorganite'. Nitrogen shalt be not less than 1007 from organic source. Fertilizer shalt be delivered to the site unopened in original containers, each bearing the manufacturer's guaranteed analysis, 24. Landscape contractor will be responsible for having utilities located, Care shall be taken not to disturb any underground construction and utilities. Any damage -to these facilities during the planting operations wit, be repaired n the expense of the landscape contractor in a manner approved by the owner. 25, Planting Soil - Planting soil shall be composed of 50% sand and 50% decomposed organic matter. Any variations in this composition shall be approved by the owner prior to use. Planting soil shall be free of stones, plants, roots, and other foreign materials which might be a hindrance to planting operations or be detrimental to good plant growth. Solt shall be delivered in a loose friable condition and applied in accordance with the planting specifications. 26. Water for planting will be available at the site and will be provided by the owner. 27. Prunlnpp1 Remove dead and broken branches from all plant material. Prune to retain typical growth habit of Individual species retalnTng as much height and spread as possible, Make all pruning cuts with a sharp instrument, flush with the trunk or adjacent branch, In such a manner as to ensure elimination of stubs. 'Headback' cuts, right angle to line of growth, will not be permitted and trees will not be poled, toped, or hatracked, pp 28. Site preparation, It shall be the responsibility of the landscape contractor to finish (fine) grade all landscape areas to be sodded (prior to application of sod), eliminating all bumps, depressions, sticks, stones, and other debris to the satisfaction of the owner. 29. Maintenance, Maintenance shaU begin Immediately after each plant is planted and shall continue until all planting has passed final inspection and acceptance. Maintenance shall include watering, weeding, cultivating, removal of dead materials, resetting plants to proper grades or upright positions and restoration of the planting saucer and any other necessary operations. Proper protection to lawn areas shall be provided and any damage resulting from planting operations shall be repaired promptly. 30, Contractor to remove all remaining fronds on newly planted Sabal palms with the exception of the center bud to insure better survivability and less water stress problems of the palm, thus giving a higher survival rate of the same, (NOTEi Other palm species, tie branches together with blodegradabie twine to a tight bundle around bud for protection as required.) 31. The contractor's guarantee shall not a��L in the event of fire floo* hurricane, windstorm, or ?ther 'Acts of God,' or damages to lan scalping in progress setl by any persons other an those persons under he dominion and control of the contractor. E .M i. 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NEW SAPULPA ROAD CHECKED BY -j— TULBA. OKLA. 74131 jewA d(l SHEET OF DATE —my--i- REY. GRID DESCRIPTION DAZE wy vlf-m4m 4TE.I. I A- 1 IM M 0 All. C 1,) Er; �J I co is � !I 1 � Hof u �s I I I I .I t 1 i ►e G-�A p�L�.K /x.�iLi� 1 II 1� ( It I 1 I LI _Aj j DESCRIPTION DATE NY REY. GRID DES*IPTION DATE BY - IdPTIto hI/,Ll "&C,M UGHT e,ox A Q P 9 cn.l LIGHT esox y 1— :!�K21.EADE\ (7 %4 P. A P_CzF) '� GAIN, D,�POUT li SeMel�t (-fyr 9 rLA4-Lcs) t !I . I I° 1 I L : _j 1 I 1 c,nLJLk ALL FAcor-la-L-;'dTs k11 CP.UI_K\NU I�1 rr Ir'P II RT �ji $p���5j5 � 6s DRAWN .�. `.. N00 N!W iAMJI.►A ROAD TtR;tA, 0lR.A. 74171 PHONE 910-M4W" t;l (Tjr 7LACes 0 L_ p6jA pLIK /scfzYLi c Fay -I r� �r�►.Jt= L LOCATION /_" TITLE NAno JOB NO. AKAOC-o of GOMPi 1i Zo"D I c>I -w— I DRAWING NO. ld-- q=64=LUW ,.AIJ _�-- 2 S ET or A FTs El _r. H. 1. ,,.. .. ... �', v'S 1i". �: : kr ei�, .�x. .,,yy.. V k^'aR' A. fil .:..-.:.. P.. r.�. _,q- �`a.. .. ;'.. : 5 :-...._, . .(.. f.t .r. "k r....,.Y..+. i . 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G c\.1�`✓. r Ci r EARTHWORK: A.) FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM SAFE es ^^%/. _� d} v� Id. ) BEARING CAPACITY OF :2500 PSF. B.) WHEREVER POSSIBLE, FOOTINGS SHALL BE PLACED DIRECTLY AGAINST \ 1r 12 �� Q UNDISTURBED SOIL. .'... "� ol r 11. CONCRETE WORK: ------------ __. »^'*� �»��^� '^�- ' ^^^rym^^^�'^^^�� p A.) CONCRETE WORK SHALL CONFORM TO "BUILDING CODER UIREMENTS LU I FOR REINFORCED CONCRETE" (ACI 318-77), AND "SPECIFICATIONS ._.... .__---- -- r ,,.'" "-„,w,4'+^a.+-..4.. �m�4r°"rm°mgs>r"`^e:.. •rF.,x nrRF*�'-."-�._ ,-^n .»'f„r„ .q, ...ar�wsm.a>:,s^+^ .•>,c,. . T.rm..-4.�..;r., FOR STRUCTURAL CONCRETE". (ACI 301-72)... as B.) CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM ULTIMATE _._. ._ ' ) _ COlIPRESSIVE STRENGTH OF 3000 PSI. C.) REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. �a �^ 1 � � , _ �e M U. STRUCTURAL STEEL WORK: I- � 1 � I� ,6� _ _. � e w , � A.) STRUCTURAL STEEL AND ANCHOR BOLTS SHALL CONFORM TO /\STM A36 __ .,, ,., _„",,.,�....�„�•e.,.4m....,M," -_ -. ,,, �„.. .,�,,.,_... (F±-36 KSI) , EXCEPT WHERE NOTED. STEEL TUBES SHALL CONFORM TO:ASTM A500, GRADE B tFL-46 KSI). FABRICATION AND ERECTION v• " Nl SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR THE DESIGN, ., „""' L (••'' FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . r% B.) CONNECTTONSTEDITION. SHALLSHOP WELDED AND FIELD BOLTED. fro)� r��l � 1.) BOLTER OONNECTIONS: USE ASTM A307 BOLTS IN ALL A CONNVTIONS, UNLESS NOTED OTHERWISE. i : -- fI'IA �.d�l A�"� 0 If C�11 2.) WELDED PONNECTIONS: USE AWS A5.1, CLASS E70XX ELECTRODES FOR MANUEL WELDING AND GRADE SAW-2 FOR " SEMI -AUTOMATIC ARC WELDING. "1 �2 C.) APPLY ONE COAT OFBLACKOXIDE PRIMER TO ALL STRUCTURAL STEEL. F ip� 1 8 k' -- ►—r v Y 1-A 45 T I C. T C c3EAt_ \VATE1l. TICR..T I F/a15GI A -51 C-a a 4(0 s o ► J T LL', M T .,/ e w- NJ � C I� dryI►, 13i. 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D �e I 3" — OF FOOTING —8" X IV X 1/4" WELD PLATE ( BY G.C. ) VERTICAL illlllll IIIIIIII EACH CORNER `=_Illt illlilll O o Illillll _ -- 3 - #3 BARS IIIIII� IIII IIII=IIII IIII=IIII—IIII=IIII IIII II��IIiI EACH WAY =IIII _IIII=110_IIII=IIII IIII=flll IIII_ IIII__. 2'-3' SQUARE UO Iw____ BLDG. FLOOR ELEV . L34 ------- MODULE LINE AND CENTER LINE OF FOOTING TOP OF WELD Pl_AIIEE , \ FL.EV. Col -4 3a 4 $' X 1?" X 114" WELD PLATE (BY G.C. ) iTIES 1111lIII I I IIII���� -- #3 VERTICAL IIII= j - IIII EACH CORNER IIIIIIII o o IIII III (III IIII ' 3 - 13 BARS IIII IIII=IIII IIII=IIII IIII=IIII IIII=IIII IIII=IIII=IIII =IIII EACH WAY _.IIII=IIII_iill=lilt_IIII=_ILII_IIII=IIiI_IIII=IIII_=_IIII= IIII= 3'-0* SQUARE FOOTING ' C ' A E3 f"Y 5500 NEW SAPULPA ROAD TULSA, OKLA. 74131 PHONE 919-224.8990 --- _ -_ _ _ -- _ - - _ _ _ ___ _�_ e I , AF 304���° / A , + %` '>r' y !11 ta t ,., „ < , 1 it %� SI + ! m �, I , _ _ pA �l. �j ..}M "� Ott i ULbf{D►J '. u11i IT ( R oOFi —__._ _____.__,___.___ _-____ ___ _ _ fL11Ntt4�`ti ! ZOO 1 < p n i i}}a�C tti t . ;; ` rr ml a 1 k r : Ptf I GQi_lAE'..J; P�d�}.,iNiA r 40q la'_l�. ! , F F w 1 r • I'c^I s r# "t., cl'#xt t Y '} , 4 fY C7 ik GQON _ a t-MG•aav ' + aI ". , Y sE;rc F f r r, ra �ripvlG< ; 12o/24e%1¢/(00 -nJ\m/ItiE Gl'.fiii! ifil�P 5.<F,�rtl ,tfi' ld$l� 3, r Y Y-.� air*.4rv. 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I I I ;,:,p ,, KV I, , 'i , I , I I I , " I 11 19 � T � I I � k, .1 i III , 'N I "I I I i . 11 1. ,MWson industries shall furnish atxl instill all neoessati i, i"', ill � ill 11 11, , I . � I 11 � 11 " � 1, . I t7 I I I , �, I I I ,bbxeg, raceway, fittings, wire. and devibea for the complet6 I - �to, t� 'i I � �.I I I I . i� I � ,il `��,K�` 11 I � - I lIv,$qTI` , ,,I I � I Kedtricalsystem within the confine-s of the modular building I I �, A 11 . I 11 I . I �� 'i �T - I 14 0 , .1 I Tf, � k, *�" "" , I , __�i , ,�'! ��,,: � � Ii " as shami an plans and noted in specifications All tr t ;C �,, "I � , I I atorial , IA , , , i, , devices and fixtures shall be UL labe-ledand installed. in I r", 10' .� iiP" , , I I I '' �, I I I I I �� ,� , i 1 ,"', 7 I � 4 � 1. I aroordanoe with the latest editi4pn of the "Notionail Blootridal ,il I li, I; . , I I il- I ,",_ . I k, 11 11 I I S ! I I 05de" as published by the National Fire Protection Association. , i, ", I .., , �� ,�� 0 T �I I � I I ", I ,�; !,,,;� I 1 114 V'�,,' " J,'4 " I I TikI,,i � I , , ,iif I � I I I I r, l,� I'0Z " , ,;�":X "' . 2 ,,, Hinimin wire size shall be #12 MC copper with 600V type 14f, I 'OtTI, I ff-I'Ll". I "I_: ,,, li, � I I I I . Mft-IMM insulation. All wirir* shall be Installed in all f i l , Octri�l *l1,I,�i,T0F`i,IjY,r,f IIWk'j2(*-1 i" ,y ,i� � ''4 "Til , I I ; I I � I Ii � � I ILL 11 f, I , I fidle 348 and 370 of the National PAe&trjc&j O�de. Flexible" ;i I I Tr Il ; gf,i� "' 11 metallic tubing may be used for contiect I I 4 1. I I T " � . 1 I � - `F I I iond to equipment I I Ili I I I A�. ii,,, ," 'JI " t __� . A3" I requiring flexibility, installation of flexible metallic , 11� I I- i� � I, - I ili, Al I, I-- - rq 1- 11 i� i, I I shall be in accordance with Article 349 of the "Nationmal 11 I l, I , If I '' � i, 11 I I "IT f . . Eloctrical Code". , �', I I I I I I 11 , U�uidtight flexible conduit shall ba used for oonntctions to � , I I equipme-nt located in wet or damp _ lcx�ations.. , TAcluidtight El X 4�5 ,!�q i - 1; I I � I I . i conduit shall be installed in accordance with Article 151 of � I.;,"T , I, I �i� , the National Electrical Code. I I 11 . .� " I, , , . i P'l *%,�,�, - � I- , I � 4,, 11 V , 3.L All switches and receVtacles shall he grounding type, �� I"- �1 6� � , I , , � I in color with stainless steel cover plates. 1 11 l 11 I'll, I; 'I I , "T I 4. All motors shall have overload prbtoi�cicn, discowct switdi6o 1,1$�� � 1:1 � �74 , , I �.�i f, motors shall be horsepower r&ted. T, I � , I I �: � I I I 11 I, ",I I I � I I � TI I . I I f'i 4- � $. PlUorescent lightfixtures ins*led irApors shall hAve the!s* � 1 ,�, il I . protectiorii integral with ballAst',' I I 1: I "'�'-j , ` I � J� , A,,� �, 4" I , � I 4 1, '11, , " ,�, . 11 . I O . � 7 7:� ig; 4"il. " , i � I , ,- -� l I - ),; I III I I 11 V, I i 4 l:� �� �l t" I I 6., Ele�ftrical . Pa4lbou'da shall be ",baled. 046i I* U" P ,r. , I I I I 0 1 , : �_ I 1 I I ta,461 I �i �,",; i "I -Ii --- service equipment . . A I 11 1'�,-,1,i,,, � vl�� 14 I - I.`_ (lam PAL Co"T"Croz I . : I I I I ;. 'I I i,11,11� IT , ,, I I� I , i" - I �,M,Tte2%M_"_Fft �_ _-_-=- z_=t%V=Z�== '' ' I � � 'k I I , �,4 V I ,� I �, I I I ) 7. shall inol I - I 0040* 64tA "I _ I I II � 1 '7 � tI,A,;, 'i I " * 1 ,I,� I conduits, a and grounding. Y7 - - I I , l . I I 4 ii� A 1 4 4' 1'r � , ow*e, 'I, ,� �,Tli 1 i I , I ,� ,, I ift , " I - I I I �� ��, ; I � f I " , "i i I I " . I :I .. I I I I i 8, QMlawta shall make final 06466ti 11 I 11 ,,� ki,e4 . 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H. l9ned By CONSULTING ENGINEERS 6501 ARLINGTON EXPRESSWAY JACKSONVILLE, FLORIDA J.N. 90 -139 16, Emir- -7 7, VI 7 I IN, 7 1 q, iZ T I lip �,F "P, 4k g'W 40" 2 F K '1, 3 12 F, W 'j rt, - - ", , " , - , ,,, " ." , ""., ';Wi-, �Z` vp �0% Z7 Wl� 1, IN, N, �N 44 gpj jn'r NF�W' If r IF -V I IF 017,115 F, VWIF .... .. vi l IF qIi, I�, NANO W-rlj, 143 1— WAV or IN qxi N, ,,� W III`F`I 11 1, 0 RNA'f "It 2 _F, IN -ALED 40" BOLTED F IF, *1 IF BY EBW FOR AMOCO - -IT ACCESS 8" OFF. IF - SUMP LID PROviDED WIT�ir.% uo RT 32.5"I.D. 7.5 i gw, �Ip SUMP IS TO BE OMITTED. F�l All ej6" q% MF� 1W 'i IN, N. RIM= WN NI FILL ADAPTOR 4" MIN. 7" MAX. V A, �w, IJ 0�1 N, IN, MESON FF. �yv NII4 IT" I t� gs wN mq,Fl,4,J -1, Fall 1�115& 1"7 R !"I LILL 4' x 16"W x 24. U CONCRETE BASE �v, . . . . . . . . . . N1 NI I ,P4 4 JFN F J VA N TIM Flli�-r" #f MR A N h WTI Hill -,I, Fj� IF: 1Nl JI I IN gi vu� nf, n, AN! ��[ 14 A Nm., IF p 4� IV :0 �:)Y q 0 IN ;Nmwlqa I Lei I F FIFO �'A M A T 177177��71 CO !�! :�; , x N � OR IF' �-FF� Z F too; F"I Mg ft4 tmft 5 V F V IN F, S IN - A Z'�,Z —IF pwio W IF xv, � _ I - F, I �� __ 10 ` � �; ot WIV g;pj glkw ww 3; Al F !M"N Z .4; P, Ic DETAIL 3 SCALE: 1 1/2" 1'-0" TD- IN, M ark, 41' A I NF IF kl IN Fl, I !IT, - I �Jr FUEL PRODUCT LINES .r I¢0 2'-0" 3'-6" 2'-0V„ SEALED 40" BOLTED COVER MANHOLE (BY32. EBW) F7.5 E AMOCO, INSIDE SKIRT 6 _I 32.5"LD. x 7.5 DEEP SEE NOTE 3) a • • K\ 00 oo I v a a_ 4 #5 REBARS AROUND MANHOLE, BOTH /\ WAYS CONTAINMENT SUMP TO BE CUT TO DESIRED ELEV. BT G.C. (TYP.) 60" CABLE (2 WIRE) SUPPLIED WITH LEAK SENSOR EXPLOSIONR PROOF WEATHER PROOF J-BOX. MIN. 16 CU IN, WITH 3/4" NPT OPENINGS. (AS REQUIRED) INSTALLED SUCH THAT IT IS ILY, ACCESSIBLE. 3/4" CONDUIT TO INTERSTICE M.H. W/BULKHEAD FITTING Q STAGE II F/G PIPE ,- Aw 4 SECURED TO SUMP°I W/BULKHEAD FITTING a STAGE II EXTRACTOR VALVE W/ PLUGS 4"0 GALV. COUPLING TOP OF TANK 4" 0 GALV. SHORT NIPPLE STEEL DOUBLE WALL TANKS NOTE: SUMP LID PROVIDED WITH SUMP IS TO BE OMITTED. a- `�- MAIN WAY #1 A, SCALE: 1-1/2" = 1'-0" 3/8" COMP. TO 1/4" N.P.T. INLINE FILTER 3/8" O.D. COPPER TUBE RED JACKET #188-079-5 CHECK VALVE. (INSTALL NEW ® TIME OF STAGE II VAPOR RECOVERY INSTALLATION) CONTAINMENT SUMP 4" GALV. PLUG FURNISHED BY G.C. IN BUNG. (TYP. BOTH MAN WAY ° ° MAN WAYS) MOW STAGE II ° RED JACKET = __. F/G PIPE ° ° ° ° SUB -PUMP (TYP.) ° ° ° ° 24"0 11 in rAI L TD-3 4" PIPErA, F SLEEVE SECURED W/ STAINLESS STEEL STRAP PLUG 3/4" CONDUIT TO P LOCATED IN ELEC. F NG (TYP.) go 'W-, , TO DISPENSERSWaujkUMMARM ' --SECURE SECONDARY PIPE CONNECTION TO CONTAINMENT CHAMBER AS PER MFGR. SPECIFICATION 6" BULKHEAD FITTING (TYP.) 3/4" CONDUIT TO PANEL LOCATED IN ELEC. ROOM PRODUCT LINE SYSTEM) NOTE: 1. SECONDARY PIPING ARRANGEMENT DETAIL SHOWN FOR CLARITY ONLY ACTUAL 4 ARRANGEMENT MAY VARY. SCALE 1 1/2' - 1 O" TD-3 2, BULKHEAD FITTINGS: G.C. SHALL CUT F HOLE AS PER MANUFACTURER'S INSTRUCTIONS. 1 1/2"' EMERGENCY SHUT-OFF VALVE INSTALLED PER MANUFACTURER'S INSTRUCTIONS (TYP. ALL FUEL LINES) SECONDARY CONTAINMENT/ PIPING 60" CABLE (2 WIRE) SUPPLIED W/LEAK SENSOR (TYP.) I'LHIV VIC.VV SCALE: 1 "= 1'-O" I PAV CPKIgOP MOUN 2" F/G STAGE II VAPOR RECOVERY LINE nna"-7 nnc" I I.UV r.vv r•�c .�.+ II.VV BULKHEAD FITTING FOR FUEL PRODUCT LINES (TYP. UNLESS NOTED 1 I OTHERWISE) w I I > I I a i I I � I BULKHEAD FITTING FOR 2" F/G STAGE II VAPOR RECOVERY LINE. NOTES: 1, TOKHIEM CONTAINMENT SUMP SHOWN. SEE SCOPE OF WORK FOR THE MAKE AND MODEL OF DISPENSER TO BE INSTALLED. 2. *-G.C. TO VERIFY IN THE FIELD W/ FUEL RISERS. (CONTAINMENT SUMP) SCALE: 1"= 1'-0" wi U-'LNINUJ (AJ KtQUIKtU). Jtt Ut IAIL ON SHEET TD-4 FOR CONDUIT LOCATIONS FOR LEAK SENSORS. INSTALLED SUCH THAT IT IS EASILY ACCESSIBLE. -� LEAK SENSOR SLEEVE SECURED W/STAINLESS STEEL STRAP 6" BULKHEAD FITTING (TYP.) SECONDARY CONTAIN- MENT PIPING (TYP.) LEAK go FROM SUB -PUMP SENSOR -----SECURE SECONDARY PIPE CONNECTION TO CONTAINMENT CHAMBER AS PER MFGR. SPECIFICATION h PRIMARY TEE LEAK FITTING SENSOR a I I 3/4" ELECTRICAL CONDUIT 2 REQUIRED" AT EACH MULTI - HOSE DISPENSER. SEE DIS- PENCER INSTALLATION SHT. TD-91-(9T OR 9W) FOR WIRING DETAILS — 1 1/2" EMERGENCY SHUT-OFF VALVE INSTALLED PER MANUFACTURER'S INSTRUCTIONS /—PUMP ISLAND (TYF.; 2"0 PVC LEAK SENSOR SLEEVE FURNISHED BY G.C., SECURED W/STAINLESS STEEL STRAP (TYP.) TO INTERMEDIATE so DISPENSERS. 90' ELL FITTING CONTAINMENT SUMP (TYP.) =LASERS , -2"0 P.v.c. SECTION AT END DISPENSERS 0 SLEEVE B ffmNOTES: DISPENSER CONNECTIONS 1. PIPE EXIT BOOT SHOWN IN THE TESTING POSITION, WHEN ALL TESTING IS DONE ON SECONDARY CONTAINMENT PIPE, THE SEAL SHALL BE MOVED AWAY FROM CONTAINMENT CHAMBER. 2. ALL PIPING AND CONDUIT ENTRIES INTO SUMP', SHALL BE MADE WITH BULKHEAD FITTINGS. E 3. CHECK WITH AMOCO ENGINEER TO SEE IF NEW MANHOLE THAT IS UNDERDEVELOPMENT IS AVAILABL FOR USE. 0 4. # - ONE FOR PUMP CONTROL, ONE FOR INTERCOM 0 5. AT ALL BULKHEAD FITTINGS, BOTH SIDES OF FITTING SHALL BE SEALED WITH BOSTIC FS-1000 SEALANT AS SPECIFIED BY ENVIROFLEX. aim SCALE: 1 1 /2" = V-0" 4-1"W x 1/2"H SLOTS IN SLEEVE I > 9/12/91 E I GENERAL REVISIONS KEH 8/12/91 D GENERAL REVISIONS KEH 7/10/91 C GENERAL REVISIONS KEH 5/15/91 B GENERAL REVISIONS KEH Dote No. Revisions By Amoco Oil CompanyANIVINIft �i �o 12" 0 1' 2' - 1 r, SCALE: 1"=V-0" AMOCO STANDARD 12" 0 12' TANK DRAWINGS SCALE: 1-1/2"=1'-0" scale SHOWN FT. LAUDERDALE DISTRICT Drawn By M.E.F./L,C.C. SS # 60300 Checked By K.E.H./C.R.B. Date 3 / 5 / 91 M.V. CUMMINGS ENGINEERS Designed By K.E.H. DWG. 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I I I I I ,i I I I I I I , , � V I I i I : I , � i, _191w, I I �, I � , 11� � I , :il, , ', i TEMP\TD-91-4 REV. 09/17/91, TIME 04� 1 1 � I I ,� � � , _ 11, , I l . I I - - __l_1 �� " L l" I � 1, �,, , �j � �, �, ,� I � , I 11 "ZI-111-1-1--i-l'-, lil. I .11 I � �.& � - ... __ - - ____ - - 4i""tz I I i I - t, 11 �, I 1�__� � � - I l . ll� I ,. I I—- �Ifr.�,V",tt�, I � I'll 11 ii �, ..... .. , -1 "`t"�l ::W 1' __ ... �.., ,, it I � I � __ ,--I,Ll- - L i - "I - I - I I 11 -1 - -Ll I., L I . I L , I 1 ,.Ami A I 0 r 2" FIBERGLASS VENT LINES. SEE PRODUCT PIPING PLAN FOR LOCATION. REFER TO DETAIL 2 ON SHEET TD-91-2 FOR CONSTRUCTION INFORMATION AND SHEET TD-91-6 FOR MATERIAL SPEC. INTERTICE PROBE PORT 0 0 (FOR BUFFALO TANKS ONLY) E 4" BUNG FOR WATER REMOVAL 2" BUNG FOR INTERSTICE PROBE 0 PORT (FOR ELUTRON TANKS ONLY) 3`— 0" MIN. (TYP.) { I BUNG FOR PROBE MANWAY # 2 a I BUNG FOR VENT SEE DETAIL 2 a o a I BUNG FOR FILL ON SHEET TD-91-2 F/G VAPOR I 2" BUNG FOR SPARE RISER Q RETURN LINE (FOR ELUTRON TANKS ONLY) 0 A . BUNG FOR STAGE t Mw '..>- .., ,,: MANWAY # 1 BUNG FOR SUBMERGED PUMP SEE DETAIL 1 FURNISHED BY AMOCO ON SHEET TD-91-3 LINE OF $" CONCRETE PAD. (SEE SITE PLAN FOR EXACT SIZE AND LOCATION) 1 1 (TTl ( I " mxt is "— T �..�PRESSURIZED VENT CAP DOUBLE ( TYPICAL k :. ;TYPICAL TANK PLACEMENTF. , •nW a .: ., i«� 5. '. r ,�. NOT TO SCALE TD-5 „ ......, 1,0 DESCRIPTION 5.0 TABLE 1 - GALLONS OF GASOLINE NECESSARY TO FILL A GIVEP 1.1 Underground vapor recovery piping provides the path by which 5. Introduce sufficient gasoline into the vapor piping inlet LENGTH OF PIPE vapors collected during vehicle refueling are transferred to the to fill the piping run between the dispenser and underground tank underground gasoline storage tanks. The testprocedure is to be (refer to Table 1 for the opproximotely gallons required). It P used to detect low points in the piping where accumulation of shall be verified that the test liquid returns to the correct liquid may cause blockages and thus restrict the flow of vapors. product tank, which is a leaded (or lowest octane) product tank for The procedure will allow installations to be checked for blockage manifolded underground vapor piping. For separate underground of underground vapor piping both before and after the lines have vapor piping the liquid shall return to the tank that has the some PIPE SIZE 5 7 10 20 40 60 80 100 GALS./FT been covered. The test must be performed and potential product as the test fill —point location. r blockages must not occur after oil vapor piping is in place and 6. Wait one minute before proceeding. 2" Schedule 40 covered. Wrought Steel Pipe 2 4 7 11 14 18 0.174 7. Repeat step #4 above, increasing the flow rote in a 1.2 The method consists of creating a blockage by introducing grodual manner. Note the response and reading of the pressure 2" Fiberglass 2 4 8 12 16 20 0.199 gasoline into the vapor piping of the dispenser, introducing gouge immediately upstream of the vapor piping during the flow rcte enough gasoline into the vapor piping to create a blockage should increase. Enter the final back pressure reading on o data sheet 3" Schedule 40 a low point be present. Gaseous nitrogen at very low pressure is under "wet test". Wrought Steel Pipe 4 8 16 23 31 39 0.384 forced into the vapor piping. If sufficient resi5tonce to flow is measured, then it is concluded there is an unacceptable low pointy If during the "wet test" the bock pressure gouge reaches 3 Fiberglass 5 10 19 28 37 46 C145.5 in the piping which may cause blockage the vapor return path. y w maximum full scale or continuously fluctuates, note this in the "Comments" section on the data sheet for the dispenser tested. 2.0 EQUIPMENT p r 2.1 The following e ui merit vM1 be neede " o er firth es rt1 : ' Repeat steps 1 through 8 for each dispenser/vopor re `� 9 q � 6.0 TEST PANEL ` t a pipinginlet to be tested. , I. Bottles of compressed nitrogen with pressure re ulator s ^ - - - P 9 P 9 O _ if liquid blockage is indicated` hrougf5 -the 3eS �proee6ure copoble of regulating final downstream pressure to 5 pounds p necessaryre or corrections must be airs ' p performed to the tested square inch gouge (psig) :piping to eliminate the blockage. PRESSURE TAP 2. A device capable of delivering nitrogen of very to After completion of blockage testing, close and cop the pressures and at a measured flow rote of 60 cub ic"1ee4 per hour tank MODIFIED , vapor dry break valves. — FLCV,`,ETLR (CFH). VEHICLE Submit completed test data sheets to AMOCO ENGINEER for opproval FILLPIPE 3. A pressure gauge capable of accurately measuring pressures from 0 to 1 inch of water column gouge (w.c.g.) and recdoble in 4.0 CRITERIA FOR PASSAGE increments of 0.01" w.c.?2 —0-5 PSI GAGE • • '' d o-i�d,.,1'YtM1+1.��p�yiC �' • • w • • - • • • • • • • • • .dui_ 4 �M ✓ ASY Y. U �'G')d''S btA i '.'li ., � -• • -• !•- • • • • ••• • • • ��y;,{IL1`it�o rye W < EK.zyr k� zry "u'id f l 5 sit •• a•- • • • ' •• •• • • • • -• + x� t ,� e". .,'h �.'aryy+z-d I Vy • U • • • • • • ,a... Y l� '.1 E 1 eiw `t 'f > }fir t f f 3 g. ih'^N 1. 4d > F �fil1L e . 'r d fl v R d • • • • ''9 '>A "t°trA =..r r t u w'4 Flo � 'f *� �3 Ik�� ♦ '' a� �s %� ix�4�r' r`Ra+,. i �k'x'•i0 q,.{K.r �- ° - 1 � af,� iG, ft+ k • tW t Y y� 4 t a Y`4 W 'K £ 2 �3i' x f � i°. I ? I� a r ..� X Afff] OF jj 11 It ca 9zo F THIS SECTION — 2" GALV, VENT RISERS (SEE SHT. TD-91-2 FOR DETAILS) CANOPY COLUMN. STEEL ISLAND FORMS (TYPICAL) ---., MULTI —PRODUCT DISPENSERS (TYPICAL) —�, RISER BULKHEAD TING a ( I FOR ETAIIL(SEE SHT T)OT9— __-- EXTRACTOR VALVE FOR USE ON VAPOR RETURN LINE FROM DISPENS TO U.G. TANK SIPHON LINE W/ F/G SLEEVE TO STP (SEE jH(T.TD-91-3 FORNTINUA ION) Sapp STAGE II CONDENSATE IF PROPER SLOPE CAN ACHIEVED. (LOCATE DRC FIBERGLASS VAPOR RETURN LINE CLOSE AS POSSIBLE TO GRADE TANK). SEE SHE 90' FIBERGLASS ELBOW TD-91-6S FOR DETAILS. 2D SWING JOINT NOTE. RY PIPE SIZE CHART 'lUZZLES = 2 INCH PIPE NOZZLES = 2 1/" NOZZLES = 3 INI = _ ^'7_LES = 3 _1 ; Z INCH PIPE E. A- 12 NUZZLES = 4 INCH PIPE 0 FIBERGLASS VAPOR RETURN LINE SIZED AS PER FUEL PRODUCT LINE SITE PLAN & PIPE SIZE CHART VAPOR RECOVERY ® ® \ /12/91 E REVISIONS KEl' O • GENERAL RE ISIO S o�� MAIN LINE / SAND OR PEA ROCK; BACKFILL /12/91 D GENERAL REVISIONS KE AS PER SPECIFICATIONS ` Z /15/91 B GENERAL REVISIONS KF cO� /26/91 A- GENERAL REVISIONS KL LOW PRESSURE NITROGEN INLET FROM BOTTLE Date No. Revisions By 43" * FUEL PRODUCT PIPING W/ log FLEXIABLE SECONDARY CONTAINMENT ` Amoco Oil Company !i (SEE EQUIPMENT SCHEDULE) * INDICATES MINIMUM DIMENSION ALLOWED fi::r0 t] TYPICAL TRENCH AND PIPE BURIAL liC. AMOCO STANDARD NOT TO SCALE , TANK DRAWINGS NOTE: 1. IT IS VERY IMPORTANT THAT VAPOR RETURN LINES BE INSTALLED WITH THE CORRECT SLOPE, DISPENSER LOCATION TO TANK, AND THE LINES SHALL BE INSTALLED WITHOUT SAG. 2. ANY LINES FOUND WITHOUT PROPER SLOPE OR WITH SAG WILL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. STAGE II VAPOR RECOVERY *' Scale AS SHOWN FT. LAUDERDALE DISTRICT Drown By L.C.C. SS # 60300 } ;,^ checked By K.E.H./C.R.B. Date 2 / 4 / 91 M.V. CUMMINGS ENGINEERS Designed ey K.E.H. DWG. 4 CONSULTING ENGINEERS TD--91 -5S 6501 ARLINGTON EXPRESSWAY l JACKSONVILLE, FLORIDA 1 J.N. 90-139 Do Not Scale - Use Dimensions Only �i tit ' a ti �°xh � � �'� k�9 a , a � � ,�, kk ii x• a ��t% � Mu. � r z�,. l� ti et rv�-tl s" � �, L: _ �� ✓. e� ""!TF'. ,"i�RY.. n 4" .: a S 3Y s r•' i 1 r} r a1, ws MIY ... : . •, .. ....., 1.u-. � w .. Se._.. >:. n. . ,. • _ ... .a a. s.:�. ...:, r�.. . .� _�',,.,��Aa +✓ ..=aGn i_ w v,. as _=k„ur f nRCn.�-.,u;�« r >.. :. .. '.+..r ., v.:` " >, , .,�nms rt... a,.. a n _A., ss ,a..�i.l...>. Y ,:. W ".}W .ua2 .. ��.. �,kdx .. 4:,:..a. • ..:.,.. I r Ix»„ I -r4 ..ud �I,e :an'^& ,. i\E,. ,._ ,- �54,.. .� n -„� ,..tii A .v ,,v..:.. ,y _ a,_., . � _... .�._..:.,. .>_ _ � -ems ,,. •�+,,.x�� 1.00 GENERAL._. 2. CLEAN SAND UNIFORMLY GRADED INERT GRANULAR PARTICLES 1.10 AMOCO OIL COMPANY SHALL FURNISH UNDERGROUND STORAGE TANKS TO NO MORE THAN 3/8" IN SIZE WITH NO MORE THAN 8% PASSING 6.12 PRODUCT PIPING SHALL BE INSTALLED SO AS TO SLOPE UPWARD 9.15 THE OUTER SECONDARY CONTAINMENT PIPING SYSTEM SHALL UNDERGO A r A #200 SIEVE. FINES SHALL BE NONPLASTIC AND MATERIAL CONTINUOUSLY FROM TANK TO RISERS A MINIMUM OF 1/8" PER FOOT. HYDROSTATIC HOLD TEST AFTER INSTALLATION AND BEFORE THE FINAL THE SITE PER AMOCO SPECIFICATIONS. 'SHALL CONTAIN NO CLAY, SLAG, CINDERS, OR DEBRIS. VENT PIPING SHALL SLOPE 1/8" MIN. PER FOOT CONTINUOUSLY FROM BACKFILL. TANK TO RISER (1/4" PER FOOT SLOPE PREFERABLE). TRAPS OR 1.11 TANKS RECEIVED AT THE SITE WILL BE COATED AS A PROTECTION 3. EXCAVATION MATERIAL MAY BE USED IF MATERIAL IS CLEAN' SAGS WILL NOT BE PERMITTED IN ANY PRODUCT OR VENT PIPING. 9.16 HYDROSTATIC TEST -AFTER ALL PAVING IS IN PLACE, AND PRIOR TO FINAL AGAINST RUSTING OR CORROSION. CONTRACTOR SHALL INSPECT THIS OF ORGANIC MATERIAL, SLAG, CINDERS & DEBRIS, AND IS COATING PRIOR TO INSTALLATION IN THE HOLE. ° w '� - CHECK-OUT &START-UP, THE CONTRACTOR SHALL PERFORM A APPROVED BY AMOCO ENGINEER. 6.13 PIPING SHALL BE PLACED ON PREPARED BED (6' MINIMUM BED OF "HYDROSTATIC PRECISION TIGHTNESS" TEST ON ALL TANKS & PRODUCT BACKFILL MATERIAL) IN SUCH A MANNER AS TO MINIMIZE POINTS AT 3.21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER ABANDONING WHICH ONE PIPE MAY CROSS OVER ANOTHER PIPE AND SHALL NOT BE LINES. THE PRESSURE SHALL 1 TIMES THE OPERATING PRESSURE ALL REQUESTS TO ADD, DELETE, OR SUBSTITUTE MATERIAL AND EQUIPMENT OF ALL EXISTING OBSERVATION WELLS AND WATER WELLS WHICH ARE SUPPORTED WITH FOREIGN OBJECTS SUCH AS WOOD, BLOCK, PIPE, ETC. FOR PRODUCT LINES WITH AN ALLOWABLE TOLERANCE OF .010 GALLON/ SHOWN ON THESE DRAWINGS MUST FIRST BE REVIEWED BY THE AMOCO NOT TO BE REUSED WITH THE NEW DEVELOPMENT. THE CONTRACTOR AT POINTS WHERE PIPING MUST CROSS OVER ANOTHER PIPE, A HOUR. REMOVE LEAK DETECTORS PRIOR TO PRESSURIZING LINES, AND ENGINEER IN CHARGE OF THE PROJECT AND, IF THE ENGINEER CONCURS, SHALL ABANDON HE WELLS BY REMOVING ANY CASING OR PIPING AND MINIMUM OF TWICE THE NOMINAL PIPE DIAMETER MUST SEPARATE THE REPLACE LEAK DETECTOR PRIOR TO START-UP. THEY WILL SEND IT TO AMOCO MARKETING ENGINEERING FOR APPROVAL. FILLING COMPLETELY WITH GROUT OR AS REQUIRED BY LOCAL, STATE PIPES. PARALLEL PIPING SHALL BE SEPARATED BY, A DISTANCE OF THEY WILL USE FAX AND/OR PROFS TO OBTAIN WRITTEN APPROVAL FOR OR FEDERAL REGULATIONS. TWICE THE PIPE DIAMETER. • 9.17 THE FINAL "PRECISION TIGHTNESS" TEST TO BE PERFORMED SHALL BE YOUR RECORD. w" AN INDEPENDENT TANK AND LINE TESTING CONTRACTOR OF AMOCO'S 6.14 IF PIPING IS NOT SHOWN ON PETROLEUM PIPING PLAN, GENERAL CHOICE AND THE AMOCO OIL COMPANY ENGINEER SHALL BE RESPONSIBLE x '" 4.00 GENERAL TR NCHI R REQUIRED TEST AND THE AMOCO ENGINEER SHALL OBSERVE THE TESTING. REQUIREMENTS: { CONTRACTOR SHALL RUN LINES THE MOST DIRECT ROUTE SUBJECT TO COORDINATE WITH THE CONTRACTOR THE TIME FOR PERFORMING THE �•'." � • .•�. . ,.� , ; ti-.�� � � TO APPROVAL BY AMOCO'S ENGINEER. (SEE DETAILS FOR TYPICAL 4.10 BANKS MORE THAN FOUR FEET HIGH SHALL BE SHORED OR SLOPED TO PIPE ROUTE).., ANGLE OF REPOSE WHERE A DANGER OF SLIDES OR CAVE-INS EXIST ) 9.18 AMOCO OIL COMPANY SHALL SECURE ALL ARRANGEMENTS FOR THE TESTING AS V2, sz' SET FORTH IN 9.17. THE COST OF THE PRECISION TEST SHALL 2.00 SCOPE OF WORK. �;., a, �, `''` AS A RESULT OF XCAVATION. MATERIALS USED FOR SHEETING AND NOT BE PART OF THE BASIC CONSTRUCTION CONTRACT. THE SHEET PILING, BRACING, SHORING, AND UNDERPINNING SHALL BE IN TESTING SHALL BE INVOICED DIRECTLY TO AMOCO OIL COMPANY. 2.10 UNLESS SPECIFIED OTHERWISE IN THE EQUIPMENT SCHEDULE, THE GOOD SERVICEABL CONDITION AND TIMBERS USED SHALL BE DESIGNED CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS TO COMPLETE AND INSTALLED SO AS TO BE EFFECTIVE TO THE BOTTOM OF THE THE INSTALLATION OF ALL SYSTEMS AND EQUIPMENT AS SHOWN HEREON EXCAVATION. � AND AS REQUIRED BY THE CONTRACT. 4.11 TRENCHES SHALL 13E CLEARLY MARKED AND PROTECTED DURING 8.00 GALVANIZED STEEL PIPING ,IM 2.11 AMOCO OIL COMPANY SHALL SECURE THE UNDERGROUND STORAGE TANK CONSTRUCTION TO PREVENT DAMAGE TO PIPING FROM TRAFFIC , ;` 8.10 STEEL PIPE AND FITTINGS ARE TO BE USED ONLY TO FABRICATE PERMIT, UNDERGROUND PIPING PERMIT AND SHALL PAY ALL FEES EXCAVATION, OR OTHER CONSTRUCTION WORK. RISER PIPING ABOVE GROUND, VENT LINE RISERS RELATED TO THE PERMITS. THE GENERAL CONTRACTOR SHALL SECURE AND OTHER PIPING AS SET FORTH IN THE DRAWINGS. ALL ADDITIONAL PERMITS REQUIRED ASSOCIATED WITH THE 4.12 WHERE EMPLOYEE ARE REQUIRED TO BE IN TRENCHES THREE FEET *` INSTALLATION OF THE UNDERGROUND TANKS, PIPING AND ASSOCIATED DEEP OR MORE, LADDERS, EXTENDING FROM THE FLOOR OF THE TRENCH g°11 GALVANIZED PIPING SHALL BE SEAMLESS CLASS A120 SCHEDULE 40. EQUIPMENT. tI Ss "" a a EXCAVATION TO A LEAST THREE FEET ABOVE THE TOP OF THE STEEL FITTINGS SHALL BE CLASS 150 AND/OR 250 PSI MINIMUM EXCAVATION SHALLBE PROVIDED AND SO LOCATED AS TO PROVIDE MALLEABLE IRON. A.P.I. SPECIFICATION 5L GR B. 2.12 CONTRACTOR SHALL'8E R SPONSIBLE'IOR COMPLIANCE WITH ALL LOCAL MEANS OF EXIT WITHOUT MORE THAN TWENTY FIVE FEET OF LATERAL CODES AND REGULATIONS. FEDERAL OCCUPATIONAL SAFETY AND TRAVEL. HEALTH ACTS, REGULATIONS AND AMOCO'S SPECIFICATIONS. 8.12 ALL BURIED GALVANIZED PIPE AND FITTINGS SHALL BE COATED WITH ALL COSTS FOR ANY CHANGES REQUIRED DUE TO CONTRACTOR'S 4.13 ALL TRENCHES FOR PIPING SHALL BE BACKFILLED WITH A CLEAN SAND A BITUMASTIC, AS KUPPERS BITUMASTIC 50, A SOLVENT RELEASE OR GRAVEL PER SPECIFICATIONS AS SET FORTH NEGLIGENCE IN COMPLYING WITH AFOREMENTIONED CODES AND ABOVE AND/OR AMOCO BITOMEN APPLIED AT .020 INCHES PER COAT, AS A CORROSION REGULATIONS SHALL BE BORNE BY THE CONTRACTOR. NO CHANGES OR ENGINEER'S INSTR CTIONS. PROTECTION WHERE TAPES, SLEEVES OR SHOP COAT, WIL ,NOT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT FIRST OBTAINING THE JI°' �h':=`a, CONFORM TO THE SURFACE PHYSICAL CONTOUR.' APPROVAL OF THE ITEM BY AMOCO'S PROJECT DISTRICT ENGINEER. " E " / 4.14 ALL PUMP ISLAND FORMS SHALL BE BACKFILLED WITH CLE N SAND. 8.13 IF REQUIRED BY AMOCO OIL COMPANY ENGINEER, BURIED GA VANIZED 2.13 GENERAL CONTRACTOR SHALL FURNISH WELL LOGS, IF ANY DRILLED PIPE AND FITTINGS SHALL BE FIELD PRIMED AND WRAPPED. SURFACE MONITORING WELLS ARE REQUIRED AND A COPY OF THE WELL PERMIT 5.00 UNDERGROUND TA KS: OF PIPE TO BE COATED SHALL BE FREE OF MOISTURE. PREHEAT FOR MONITORING WELL CONSTRUCTION TO THE AMOCO SHALL BE APPLIED WHERE NECESSARY TO REMOVE MOISTURE. ENGINEER AT OR BEFORE THE FINAL CHECKOUT OF THE PROJECT. 5.10 UNDERGROUND PR DUCT STORAGE TANKS SHALL BE FURNISHED TO THE WRAPPING MATERIAL SHALL BE 35 MIL POLYETHYLENE TAPE "POLYKEN AND SHALL BE LTR BUFFHIDE TANKS a " 930' AS MANUFACTURED BY KENDALL COMPANY (OR APPROVED EQUAL). 2.14 CONTRACTOR SHALL FURNISH AMOCO'S PROJECT/DISTRICT ENGINEER' WRAP OVERLAP SHALL BE ONE HALF WIDTH OF WRAPPING MATERIAL. SITE BY AMOCO OIL COMPANY A CORRECTED AND ACCURATE SITE PLAN LOCATING ALL TANKS AND :qv,i �x WRAP 1-1/2" AND 2" FITTINGS WITH POLYKEN 900 (12 MILS) WITH PIPING, UNDERGROUND ELECTRICAL, PLUMBING & SEWER LINES I.E., 'AS 5.11 CONTRACTOR TO PERFORM TESTING AS REQUIRED BY AMOCO OIL A 60% MINIMUM OVERLAP. IN DIFFICULT AREAS, POLYKEN 931 MAY INSTALLED", "AS BUILT" DRAWINGS COMPANY AND AS SET FORTH IN THE SPECIFICATIONS, SECTION 9.00. " BE USED BEFORE WRAPPING WITH POLYKEN 900 IF APPROVED BY AMOCO OIL COMPANY ENGINEER. PRIMER SHALL BE POLYKEN 927 (ABOVE 5.12 CONTRACTOR TO ERFORM AND PROVIDE TO AMOCO'S ENGINEER 40' F OR POLYKEN 919 ABOVE 107) OR APPROVED EQUAL. 3.00 EXCAVATION. TRENCHING & BACKFILL: DOCUMENTATION OF ALL WARRANTY VALIDATION TESTING REQUIRED BY TANK MANUFACTU ER(S),. ;" ..s= .•:�_ �, ,v 8.14 ALL SCREWED FITTING, JOINT AND PLUG CONNECTIONS SHALL BE TEFLON 3.10 CONTRACTOR SHALL EXCAVATE FOR UNDERGROUND TANKS AND PIPING, TAPED AND TIGHTENED UNTIL SEALED. ONLY METHANOL AND GASOLINE RESISTANT THREAD COMPOUNDS SHALL BE USED. TAPE TO BE "THREAD INCLUDING REMOVAL OF ALL OBSTRUCTIONS NOTED ON SITE PLAN 5.13 BALLASTING AND OR ANCHORING OF TANKS, IF REQUIRED, SHALL BE WHICH INTERFERE WITH THE INSTALLATION AND REMOVE ALL EXCESS PERFORMED ACCORDING TO,THE MANUFACTURER AND/OR 11 STRUCTIO BY TAPE', AS MANUFACTURED BY FEDERAL PROCESS. (NOT THREAD TAPE II MATERIAL FROM THE PREMISES, UNLESS OTHERWISE DIRECTED BY AMOCO ENGINEER OR ZIP TAPE)010 AMOCO'S ENGINEER.` 8.15 STEEL PIPE: CUT WITH A HAND OR POWER OPERATED PIPE CUTTER, 5.14 THE CONTRACTOR SHALL COORDINATE WITH F THE OIL COMPAN ., AS IN NORMAL, FITTING PRACTICE. STEEL PIPE ENDS ARE T tBE REGULATIONS SPECIFIED BY THE FEDERAL OCCUPATIONAL SAFETY AND STORAGE TANKS TO THE SITE AND IT SHALL B THEGENERAL 3.11 EXCAVATIONS AND TRENCHES ARE TO BE ACCORDING TO THE RULES AND ENGINEER AS TO THE DATE FOR DELIVERY OF THE NDRRON ~��y�q � <' ""' -,REAMED. ' E HEALTH ACT, SUBPART P, "EXCAVATIONS, TRENCHING AND SHORING", AND CONTRACTORS RESPONSIBILITY TO HAVE EQUIPMENT AND MANPOWER AS PER ENGINEERS EXCAVATION DESIGN REQUIREMENTS FOR AT THE SITE TO UNLOAD THE UNDERGROUND STORAGE TANKS. THE 8.16 STEEL PIPE AND FITTINGS WHICH HAVE BEEN WRAPPED OR COATED BANK SLOPES. TANKS SHALL N E ROLLED FROM THE DELIVERY TRUCK. SHALL BE CAREFULLY PROTECTED AGAINST DAMAGE TO PROTECTEV 3.12 TOP OF UNDERGROUND TANK ELEVATIONS SHALL BE NOTED ON THE*a / HANDLING STORAGE OR COATING AND/OR WRAPPING DURING GRADING PLAN FOR CONTRACTOR'S USE IN ESTABLISHING THE DEPTH 5.15 THE CONTRACTOR, AFTER THE TANKS HAVE BEEN REMOVED FROM THE INSTALLATION. OF EXCAVATION. DELIVERY TRUCK AND SECURELY CHOCKED TO PREVENT ROLLING, SHALL 8.17 VERTICAL RISERS FOR TANK VENTING SYSTEM MUST BE INST LLED 3.13 ALL EXCAVATIONS TO BE SIZED TO PROVIDE MINIMUM BEDDING, THOROUGHTLY INSPECT THE TANKS FOR SUCH DAMAGE AS DENTS, SCRATCHES PLUMB. PROVIDE ANGLE STRAP TO INSURE RISERS ARE PL MB AND CLEARANCES, DEPTH OF BURIAL AND PITCH OF ALL TANKS AND LINES ETC. ANY DAMAGE OBSERVED SHALL BE NOTED ON THE DELIVERY SECURE. RISERS MUST HAVE ADEQUATE PROTECTION AND AS SPECIFIED IN THE DRAWINGS. TICKET AND ACKNOWLEDGED BY BOTH THE CONTRACTOR AND THE STABILITY AND BE TERMINATED A MINIMUM OF 12'-0" ABOV DELIVERY TRUCK DRIVER. AMOCO OIL CO. ENGINEER SHALL BE FINAL GRADE. 3.14 PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO NOTIFIED IN WRITI G OF ANY DAMAGE TO THE U.G. TANKS AND THE DETERMINE WHETHER UNDERGROUND INSTALLATIONS, I.E., SEWER, ENGINEER SHALL ADVISE THE CONTRACTOR AS HOW TO PROCEED. WATER, ELECTRICAL LINES, ETC., WILL BE ENCOUNTERED. IF SO, UTILITY COMPANIES SHALL BE CONTACTED AND ADVISED OF PROPOSED 5.16 THE CONTRACTOR SHALL MEASURE THE DIAMETER AND LENGTH OF EACH WORK PRIOR TO BEGINNING OF ACTUAL EXCAVATION, AND IF NECCESSARY TANK DELIVERED AND RECORD THE INFORMATION ALONG WITH THE UL 9.00 TANK AND PIPE TESTING: SHALL FURNISH FIELD LOCATION OF UNDERGROUND INSTALLATION NUMBER AND THE SERIAL NUMBER OF EACH TANK. THIS INFORMATION MUST BE FURNISHED THE AMOCO ENGINEER PRIOR TO ACCEPTANCE OF 9.10 GENERAL CONTRACTOR SHALL NOTIFY AMOCO OIL COMPANY ENGINEERING O WORKING DAYS IN ADVANCE OF PROPOSED AIR TESTING IN ORDER THAT 3.15 EXCAVATIONS SHALL BE INSPECTED BY A COMPETENT PERSON AFTER THE PROJECT BY AMOCO. TWO ENGINEER OR HIS DESIGNATE, MAY BE PRESENT DURING EVERY RAINSTORM OR OTHER HAZARD INCREASING OCCURRENCE AND THE TESTING PROCEDURE. PROTECTION AGAINST SLIDES AND CAVE IN SHALL BE INCREASED, IF 5.17 BEFORE THE TAN S ARE INSTALLED IN THE EXCAVATION AND IF THE NECESSARY. INTERSTITIAL SPA E HAS RETAINED ITS VACUUM THAT THE TANK WAS SHIPPED WITH, TH CONTRACTOR SHALL REMOVE ALL TANK DELIVERY 9.11 CONTRACTOR SHALL APPLY AND RELEASE AIR PRESSURE SLOWLY, AT TEST "T" 3.16 EXCAVATED OR OTHER MATERIAL SHALL NOT BE STORED CLOSER THAN BUNG CAPS AND URNISH AND INSTALL TANK PLUGS IN ALL BUNGS. FOR TESTING OF PRODUCT LINES. 12 FEET TO THE EDGE OF AN EXCAVATION AND SHALL BE STORED AND RETAINED AS TO PREVENT ITS FALLING OR SLIDING BACK INTO THE 9.12 THE CONTRACTOR SHALL TEST ALL PRIMARY PRODUCT AND VENT LINES BEFORE ANY BACKFILL MATERIAL IS INSTALLED AT 50 P.S.I.F AIR EXCAVATION. PRESSURE OR AS REQUIRED BY LOCAL OR STATE INSPECTION 3,17 IF THE STABILITY OF ADJOINING BUILDINGS OR WALLS IS :AGENCIES. THE CONTRACTOR SHALL USE A SOAP SOLUTION TO TEST ------- ENDANGERED BY EXCAVATIONS, SHORING, BRACING OR UNDERPINNING INES AND JOINTS FOR LEAKAGE AND THE 50 P.S.I. AIR PRESSURE SHALL BE PROVIDED AS NECESSARY TO INSURE THEIR SAFETY.'WILL REMAIN ON ALL PRODUCT LINES AND OTHER UNDERGROUND PIPING .., :ems � " 6.60 PIPING: � DURING ENTIRE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR a SHALL, DURING CONSTRUCTION MONITOR THE PRESSURE ON ALL LINES 3.18 SURFACE WATER RUNOFF SHALL NOT BE ALLOWED TO ACCUMULATE IN TO SEE THAT DAMAGE HAS NOT OCCURRED TO ANY UNDERGROUND PIPING AN EXCAVATION. CONTRACTOR SHALL PROVIDE PROTECTION TO ROUTE 6.10 ALL PIP] NG,(FLEXIBLE, FIBERGLASS AND STEEL) FITTINGS, RISERS DURING THE PERFORMANCE OF WORK AT THE SITE BY DIFFERENT ALL RUN-OFF WATER AWAY FROM OR AROUND EXCAVATION. ETC., SHALL BE FURNISHED AND INSTALLED BY THE TRADES. Date No. Revlslons By CONTRACTOR. SPECIAL MATERIAL AND EQUIPMENT AS SET FORTH IN ADEQUATE BARRIER PHYSICAL PROTECTION SHALL BE PROVIDED AT ALL THE SPECIFICATION AND/OR DRAWINGS SHALL BE FURNISHED BY AMOCO 9.13 IN THE EVENT IT IS DISCOVERED A PRIMARY UNDERGROUND LINE HAS A LOSS Amoco Oil Company REMOTELY LOCATED EXCAVATIONS. OIL COMPANY OF PRESSURE, ALL WORK SHALL CEASE UNTIL THE PROBLEM WITH THE UNDERGROUND LINE HAS BEEN DETERMINED AND THE DAMAGE CORRECTED. 3.20 ALL TANK EXCAVATIONS SHALL BE BACKFILLED WITH MATERIAL 11 INSTALLATION OF ALL PIPE MUST BE PERFORMED WITH CARE. INTERIOR REPAIR OR REPLACEMENT SHALL BE TO THE MANUFACTURER'S SPECIFICATIONS. BMOC CONFORMING TO ONE OF THE FOLLOWING: VERIFY WITH AMOCO SURFACE OF ALL PIPE AND FITTINGS SHALL BE MADE FREE OF DIRT, THE DAMAGED LINE SHALL BE TESTED AT 50 P.S.I. AIR PRESSURE AND ONLY ENGINEER BACKFILL MATERIAL TO BE INSTALLED. SCALE, METAL, FIBERGLASS PARTICLES, ETC. BEFORE CONNECTING. AFTER IT IS DETERMINED THAT THE DAMAGE HAS BEEN SATISFACTORILY INSTALLATION SHALL BE MADE IN COMPLETE ACCORDANCE TO THE CORRECTED AND THE LINE IS HOLDING THE 50 P.S.I. AIR PRESSURE REQUIRED, 1. GENERAL: MANUFACTURER'S INSTRUCTIONS, AS WELL AS THE AMOCO PLANS & WILL THE BACKFILL MATERIAL BE REPLACED OVER THIS AREA. A. ALL EXCAVATED NATIVE SOIL SHALL BE REPLACED WITH SPECIFICATIONS. APPROVED BACKFILL MATERIAL. 9.14 PRESSURE SHALL NOT BE REMOVED FROM PRODUCT LINES UNTIL AFTER TANK INSTALLATION B. APPROVED BACKFILL MATERIAL ONLY WILL BE ALLOWED AND PAVING HAS BEEN PLACED OVER TANK AREA AND PIPE LINE TRENCHES. THE SUPPLIER SHALL SUBMIT WITH EACH LOAD DELIVERED, a SPECIFICATIONS A WRITTEN CERTIFICATION THAT THE MATERIAL MEETS THE SPECIFICATIONS AS SET FORTH BELOW. C. IT SHALL BE THE ENGINEER'S OPTION, TO HAVE ANY MATERIAL DELIVERED TO THE CONSTRUCTION SITE FOR THE scole SHOWN FT. LAUDERDALE DISTRICT PURPOSED USE AS BACKFILL TESTED AND IF THE MATERIAL Drawn By M.E.F. SS # 60300 DOES NOT MEET THE SPECIFICATIONS AS SET FORTH BELOW, i THE SUPPLIER SHALL BE HELD RESPONSIBLE TO REMOVE THE checked By K.E.H./C.R.B. Dote 1 / 19 /91 �` i M.V. CUMMINGS ENGINEERS Designed By K.E.H. Dwc. UNACCEPTABLE MATERIAL FROM THE SITE AT HIS EXPENSE. CONSULTING ENGIPJEERS TD_ 91 _ 6501 ARLINGTON EXPRESSWAY D:\CAD11\TEMP\TD-91-8 REV. 11/04/91, TIME 14:29 JACKSONVILLE, FLORIDA J.N. 90-139 Do Not Scale - Use Dimensions Only 10.10 DISPENSERS SHALL BE ACTIVATED ONLY IN THE PRESENCE OF AN AUTHORIZED DISPENSER REPRESENTATIVE. CONTRACTOR HAS SOLE RESPONSIBILITY FOR DAMAGE TO DISPENSER(S) IF THIS INSTRUCTION IS NOT FOLLOWED. 10.11 TO PURGE LINES, ACTIVATE DISPENSER BY TURNING OPERATING HANDLE ON FOR THE MOST REMOTE STP BUT DO NOT OPEN NOZZLE. ALLOW STP TO REMAIN ON WITHOUT OPERATING THE NOZZLE FOR FIVE MINUTES. INSPECT CONNECTIONS UNDER EACH DISPENSER AND AT THE STP UNION FOR LEAKS. DEACTIVATE DISPENSER AND ALLOW TO STAND FIVE MINUTES. REACTIVATE DISPENSER AND OPEN EACH NOZZLE STARTING AT NOZZLE MOST REMOVED FROM STP AND WORKING BACK IN SEQUENCE. DELIVER 20 TO 30 GALLONS OF PRODUCT THROUGH EACH NOZZLE, OR ENOUGH TO INSURE ALL AIR IS REMOVED FROM PRODUCT LINES. 11.00 CHECK OUT DISPENSING SYSTEM ELECTRICAL: 11.10 TURN OFF ALL CIRCUIT BREAKERS CONTROLLING STPPS q "` 11.11 CONFIRM ALL NOZZLES ARE IN BOOT. 11.12 TURN ON CIRCUIT BREAKER OR SWITCH CONTROLLING ONE STP, ONE HOSE AT A TIME, FOR PRODUCT GRADE MATCHING STP. PERFORM THE FOLLOWING: 1. REMOVE NOZZLE." ' 2. TURN OPERATING HANDLE ON AND DISPENSE PRODUCT TO CONFIRM HOSE IS PRESSURIZED. 3. VERIFY THAT ONLY THE CORRECT STP TURNS ON. 4. VERIFY THAT BRAND PANELS ON EACH SIDE OF DISPENS THE SAME GRADE. 5. REPEAT ITEMS ABOVE FOR EACH PRODUCT GRADE;r" 11.13 THE ABOVE OPERATION SHALL BE REPEATED FOR EACH HOSE "POSITION. 11.14 IF MISCONNECTIONS OR OTHER PROBLEMS ARE DETECTED USING ABOVE PROCEDURE, CORRECTIONS ARE TO BE MADE AND REPEAT ENTIRE SYSTEM CHECKOUT. 12.00 LEAK DETECTOR TEST: 12.10 CONTRACTOR SHALL PERFORM TESTING OF EACH LEAK DETECTOR AS PER RED JACKET INSTRUCTIONS AND SPECIFICATIONS CONTRACTOR TO HAVE TEST EQUIPMENT CONSISTING OF SHORT SECTION OF T BING, ; PRESSURE GAUGE AND BIBCOCK. 12.11 TEST EQUIPMENT IS TO BE INSTALLED AT THE TEST PORT IN SAFETY VALVE (SHEAR VALVE) UNDER THE DISPENSER 12.12 START TEST BY CLOSING THE BIBCOCK VALVE. LINE PRESSU SHOULD BE ZERO. 3 START STP BY ACTIVATING DISPENSER OPERATING HANDLE AND DISPENSE A FEW GALLONS TO REMOVE ANY AIR WHICH MAY HAVE 3,,,,,ENTERED WHEN INSTALLING TEST APPARATUS. 12.14 °TURN OFF STP AND OPEN BIBCOCK TO DROP LINE PRESSURE TO ZERO. NO MORE THAN ABOUT HALF A CUP (ONE TO THREE OUNCES) OF PRODUCT SHOULD DRAIN FROM BIBCOCK WHICH INDICATES THERE IS NO AIR IN SYSTEM AND THAT LINE PRESSURE IS ZERO. ,..1 .15 CLOSE BIBCOCK AND START STP. (THE LINE PRESSURE SHOULD RISE IMMEDIATELY TO 8-10 P.S.I. AND AFTER APPROXIMATELY TWO SECONDS FULL PUMP PRESSURE WILL BE SHOWN ON GAUGE, 27 TO 36 P.S.I). THIS CONFIRMS THAT THE LEAK DETECTOR IS OPERATING PROPERLY. 12.16 AS A FURTHER ASSURANCE A LEAK DETECTOR IS OPERATING PROPERLY, TURN STP OFF, OPEN BIBCOCK ON TEST APPARATUS AND DROP LINE PRESSURE TO ZERO, LEAVING BIBCOCK OPEN SEVERAL TURNS TO ESTABLISH A "LEAK" IN THE LINE (COLLECT PRODUCT IN APPROPRIATE CONTAINER). 12.17 AGAIN TURN STP ON, LINE PRESSURE SHOULD READ BELOW 8N P.S.I. (DEPENDING UPON FLOW RATE THROUGH BIBCOCK). 12.18 OPEN NOZZLE INTO TEST CONTAINER. FLOW RATE SHOULD BE APPROXIMATELY 1.5 TO 3.0 GPM. IF FULL FLOW RATE IS REALIZED THROUGH NOZZLE, LEAK DETECTOR IS NOT OPERATING PROPERLY. 12.19 CLOSE DISPENSER NOZZLE. THE PRESSURE READING SHOULD RETURN TO 8 TO 10 P.S.I. IF FULL LINE PRESSURE (APPROXIMATELY 26 P.S.I.) IS ACHIEVED WHILE "LEAK" IS IN BIBCOCK, IT INDICATES THE LEAK DETECTOR IS NOT OPERATING PROPERLY AND MUST BE REPLACED. IF TEST RESULTS ARE FAVORABLE, TURN STP OFF AND REMOVE TEST APPARATUS. NOTE: IF IT TAKES MORE THAN 2 SECONDS FOR THE LINE PRESSURE TO BUILD TO FULL PUMP PRESSURE AND THE LEAK DETECTOR TO OPEN TO THE UNRESTRICTED FLOW POSITION, THEN EITHER A LEAK IS PRESENT IN THE SYSTEM DOWNSTREAM FROM THE LEAK DETECTOR OR AIR IS TRAPPED IN THE PIPING. IF THE PROBLEM IS NOT DUE TO AIR IN THE SYSTEM, THEN THE PIPING SHALL BE TESTED FOR LEAKS. 12.20 GENERAL CONTRACTOR IS TO CERTIFY TO AMOCO ENGINEER THAT THE ABOVE CHECK OUT PROCEDURE HAS BEEN FOLLOWED AND ALL LEAK DETECTORS ARE OPERATIONAL BEFORE ACCEPTANCE OF PROJECTS BY AMOCO. 12.21 CONTRACTOR SHALL BE RESPONSIBLE FOR CALIBRATION OF ALL DISPENSERS AND SEALING OF ALL METERS PER LOCAL REGULATIONS. 12.22 CONTRACTOR SHALL RECORD ALL CALIBRATIONS ON PROPER FORM FURNISHED/PROVIDED BY AMOCO OIL COMPANY ENGINEER. FORM SHALL BE PROVIDED IN ORIGINAL AND TWO COPIES TO AMOCO ENGINEER PRIOR TO ACCEPTANCE OF PROJECT. 12.23 CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL SAFETY VALVES UNDER THE DISPENSERS. 13.00 CONCRETE DRIVE SLAB: 13.10 GOVERNING CODES AND STANDARD: ALL WORK UNDER THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF A.C.I. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND AS SHOWN ON THE DRAWINGS. D:\CAD71\TEMP\TD-91-9 REV. 11/04/91, TIME 14:39 3.11 TESTS AND LABORATORY SERVICES: IF REQUIRED BY AMOCO ENGINEER, THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A TESTING LABORATORY, APPROVED BY THE AMOCO ENGINEER, TO PERFORM TESTS AT THE DISCRETION :. OF THE AMOCO ENGINEER. THE WORK UNDER THIS SECTION INCLUDES PROVIDING ALL SPECIMENS, CYLINDERS, AND SAMPLES OF MATERIAL. THE TEST SHALL BE CONDIDERED AN EXTRA TO THE CONTRACT AND THE CONTRACTOR SHALL BE REIMBURSED UNLESS IT IS DETERMINED THROUGH THE TEST THAT ` THE CONCRETE DOES NOT MEET THE REQUIRED SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REPLACE ALL CONCRETE WHICH DOES NOT MEET THE REQUIRED SPECIFICATIONS WITH THE REQUIRED SPECIFIC CONCRETE AT HIS EXPENSE, THIS INCLUDES TESTING REQUIRED BY AMOCO ENGINEER TO CERTIFY THAT ALL, CONCRETE COMPLIES WITH THE SPECIFICATIONS. =s 13.12 HIGH EARLY STRENGTH CONCRETE:'. „ USE HIGH EARLY STRE14GTH CONCRETE MADE WITH HIGH EARLY STRENGTH PORTLAND CEMENT (ASTM C150, TYPE III), ONLY WHEN SPECIFICALLY AUTHORIZED BY THE AMOCO ENGINEER. THE 7 DAY ITT# COMPRESSIVE STRENGTH OF CONCRETE OF ANY CLASS WHEN MADE WITH HIGH EARLY STRENGTH CEMENT SHALL BE AT LEAST EQUAL TO THE SPECIFIED 28 DAY STRENGTH FOR THAT CLASS. ALL PROVISIONS OF THESE SPECIFICATIONS EXCEPT FOR THE CHANGE FROM REGULAR PORTLAND CEMENT SHALL BE APPLICABLE TO SUCH CONCRETE. 13.13 CONCRETE QUALITY: ALL CONCRETE SHALL BE READYMIX CONCRETE FROM APPROVED PLANTS COMPLYING WITH THE LATEST ASTM REQUIREMENTS AND SPECIFICATIONS AS SET FORTH IN THE STANDARD BUILDING CODE/LATEST EDITION. CONCRETE SHALL REACH MINIMUM COMP ESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS WITH A MAXIMUM SLUMP OF 3". 13.14 READY -MIX CONCRETE SHALL BE BATCHED AT CENTRAL PLANT, PLANT MIXED OR TRUCK MIXED USING AGITATOR TRUCKS. DRIVER OF TRUCK SHALL NOT BE PERMITTED TO ADD WATER OR CONTROL MIX. 13.15 1 WIRE MESH PLACEMENT: UPON APPROVAL BY THE AMOCO ENGINEER, WIRE MESH REINFORCEMENT MA BE USED. CHECK WIRE MESH FOR PROPER LOCATION IN SLABS AND AIDE UATELY SUPPORT TO PREVENT BEING DISPLACED TO BOTTOM OF SLAB. MESH LOCATED AT BOTTOM OF CONCRETE SLABS NEXT TO EARTH' WILL BE CAUSE FOR REJECTION AND REPLACEMENT OF SLAB. MESH OF THE SIZE AS SPECIFIED IN THE DRAWINGS, SHALL BE PLACED ON CHAIRS AND SHALL BE POSITIONED IN THE UPPER ONE THIRD OF THE SLAB. LAP WIRE MESH A MINIMUM OF ONE WIRE SPACING OF ALL SIDES AND ENDS. ROLLED REINFORCING SHALL BE REVERSE ROLLED TO STRAIGHTEN PRIOR TO INSTALLATION_ 2. CONCRETE DRIVE SLAB SHALL BE POURED WITH FIBERMESH IN PLACE OF WIRE MESH. THE CONCRETE FOR ALL SLABS SHALL BE 4000 P.S.I. CONCRETE WITH CONCRETE ENGINEERED REINFORCING FIBERS OF POLYPROPYLENE COLLARED FIBRILLATED FIBERS AS MANUFACTURED BY THE FIBERMESH COMPANY, 4019 INDUSTRY DRIVE, CHATTANOOGA, TN. 37416. FIBERMESH FIBERS SHALL BE USED IN ALL CONCRETE AS INDICATED ON THE DRAWINGS OR AS SPECIFIED A D IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS TO TYPE AND AMOUNT. ONLY FIBERS DESIGNED AND MANUFACTURED SPECIFICALLY FOR USE IN CONCRETE FROM VIRGIN POLYPROPYLENE AS SO CERTIFIED BY THE MANUFACTURER WILL BE ACCEPTABLE. 13.16 PLACEMENT OF CONCRETE: THE CONTRACTOR SHA L PRIOR TO POURING ANY CONCRETE, INSPECT THE AREA TO RECEIVE THE CONCRETE, VERIFY GRADES WITH THOSE SHOWN ON THE DRAWINGS, VERIFY ALL MATERIAL SUCH AS MANHOLE BOXES, ETC. ARE SECURELY BRACED TO RECEIVE CONCRETE AND THAT ALL REQUIRED REINFORCEMENT IS IN LACE AND SECURE. =13.17 THE CONTRACTOR SHALL THOROUGHLY MOISTEN THE AREA PRIOR TO POURING CONCRETE, HOWEVER, NO PONDING OR PUDDLING OF WATER WILL BE PERMITTED . .18 MECHANICAL VIBRATIS: USE MECHANICAL HIGH FREQUENCY VIBRATION GENERALLY AND OTHER MEANS AS REQUIRED TO PRODUCE THOROUGHLY COMPACTED DENSE CONCRETE. VIBRATORS SHALL BE USED DIRECTLY IN CONTACT WITH CONCRETE. HAND SPADE AT CORNERS A D ANGLES AND SIMILAR LOCATIONS WHILE CONCRETE IS BEING VIBRATED. INSERT VIBRATOR SPUD NOT LESS THAN INTERVALS OF 12". MAINTAIN AT JOB SITE AS MANY VIBRATORS AS REQUIRED FOR A POUR. DO NOT JAR OR MOVE GREEN CONCRETE. 13.19 SCREEDING: MANUAL SCREEDING M,Y BE USED WHERE A SLUMP OF 3" OR MORE IS PERMITTED. 13.20 JOINTS IN CONCRETE: CONSTRUCTION JOINTS ARE KEYED POUR LINES, CONTROL JOINTS ARE LOCATED TO CONTROL ANTICIPATED CRACKING, JOINT EDGES SHALL BE LIGHTLY ROUNDED AS APPROVED BY AMOCO ENGINEER. 1. CONSTRUCTION JOINTS: CONSTRUCTION JOINTS SHALL BE LOCATED AND FORMED WITH KEYWAY MATERIAL AS DETAILED AND AS APPROVED BY AMOCO ENGINEER. 2. EXPANSION JOINTS: PROVIDE EXPANSION JOINTS: 1) WHEREVER SHOWN OR INDICATED ON DRAWINGS; 2) WHEREVER EXTERIOR SALBS ABUT BUILDINGS; 3) WHERE EXTERIOR CONCRETE IS ABUTTING FIXED FEATURES. 3. CONTROL (CONSTRUCTION) JOINTS: CONTROL JOINTS SHALL BE SAWN NOT LATER THAN 24 HOURS OF THE CONCRETE POUR AND TO NO LESS THAN ONE THIRD THE SLAB THICKNESS. JOINTS SHALL SAWN AT 10' 15' INTERVALS, WITH NO INTERVAL GREATER THAN 20' ALLOWED. 13.21 MAKE POURS SUCH THAT SUCCEEDING POURS ARE MADE AGAINST CLEAN CONCRETE THAT HAS ATTAINED SET AND INITIAL SHRINKAGE. IN MAKING SUBSEQUENT POURS, SURFACE OF POURED CONCRETE SHALL BE THOROUGHLY CLEANED AND ALL LATENCY REMOVED. JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A I(COAT OF NEAT CEMENT GROUT IMMEDIATELY BEFORE PLACING OF NEW CONCRETE. PLACE NEW CONCRETE BEFORE SLURRY SETS. 13.22 AIR ENTRAINED CONCRETE: CONCRETE USING TYPE 1A CEMENT OR AIR ENTRAINING AGENT PROVIDING ENTRAINED AIR OF 5% TO 7% FOR 3/4" MAXIMUM AGGREGATE AND 4% TO 6% FOR 1-1/2" MAXIMUM AGGREGATE SIZE MIXES. MIX AND PLACE IN COMPLIANCE WITH MANUFACTURER'S DIRECTION. TO BE USED IN ALL CONCRETE. 13.23 CURING PROCEDURES: COMPLY WITH ACI, MOIST CURE ALL CONCRETE CONTINUOUSLY FOR A MINIMUM OF SEVEN DAYS (OR FOUR DAYS FOR HIGH EARLY CONCRETE, WITH NO EXCEPTIONS.) 13.24 CURING COVERING: ° .: __.:y. 1 1 , „ COVER WITH MOISTURE PROOF COVERING AND SEAL ALL EDG S WITH SAND APPLIED AS SOON AS FINISHING IS COMPLETED. COMMENCE CURING AS SOON AS POSSIBLE WITHOUT INJURING CONCRETE. REMOVE AND WET CONCRETE AS ,OFTEN AS REQUIRED TO KEEP DAMP FOR ENTIRE CURING PERIOD, 24 HOURS A DAY. PROVIDE ADDITIONAL CURING, IF REQUIRED BY AMOCO ENGINEER. ' CURE CONTINUOUSLY WITH NO DRYOUTS DURING THIS PERIOD. 13.25 CONCRETE FINISH: THE CONTRACTOR, AFTER PLACING THE CONCRETE IN THE FORMS, PROPERLY VIBRATING TO ELIMINATE VOIDS, SCREEDING AND FLOATING, SHALL APPLY A STEEL TROWEL FINISH TO THE SURFACE. WHEN THE CONCRETE HAS REACHED THE PROPER SET, THE CONTRACTOR SHALL APPLY A LIGHT BROOM FINISH TEXTURE WITH UNIFORM TEXTURE AND EVEN LINES RUNNING PERPENDICULAR TO THE DIRECTION OF THE TRAFFIC. CONSULT WITH AMOCO ENGINEER FOR TEXTURE OF THE BROOM FINISH. 13.26 ALL JOINTS REQUIRED SHALL BE AS SET FORTH IN THE DRAWINGS OR AS REQUIRED BY THE AMOCO ENGINEER. ALL EXPANSION JOINTS SHALL BE SEALED TO PREVENT WATER FROM ENTERING THE JOINT WITH SOLOLASTIC SEALANT THAT 1S SELF -LEVELING AND POURABLE GRADE EXPANSION JOINT SEALANT. 14.10 DOCUMENTATION: ALL .PERMITS, RECEIPTS, BILLS OF SALE, ETC. OBTAINED BY THE CONTRACTOR DURING THE COURSE OF THE WORK SHALL BE TURNED OVER TO AMOCO OIL COMPANY'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO FURNSH.ON HIS LETTERHEAD THE FOLLOWING INFORMATION:,'A 1) SITE LOCATION 2 SIZE OF TANKS IN GALLONS 3 NUMBER OF TANKS 4 TYPE OF PRODUCT REMOVED FROM 5 DATE 6) METHOD EMPLOYED TO FILL TANKS (IF ABANDONED TEMPORARILY OR PERMANENTLY) (7) NAMES OF LOCAL AUTHORITIES CONTACTED AND PRESENT AT THE ll SITE DURING THE WORK (8) NAME AND LOCATION OF DISPOSAL SITE OF TANKS OR NAME OF PARTY TO WHOM SOLD 14.11 PREPARATION: THE CONTRACTOR SHALL PERFORM THIS WORK IN ACCORDANCE WITH LOCAL AND, STATE CODES WHERE APPLICABLE OR IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDAR NO., 30, NO. 329M AND NO. 327 AND THE FEDERAL OCCUPATIONAL SAFETY AND HEALT ACT. COMPLETE FAMILIARIZATION WITH ALL APPLICABLE REGULATIONS, INCLUDING AMOCO OIL COMPANY'S GENERAL CONDITIONS FOR CONSTRUCTION CONTRACTS SHALL BE CONSIDERED PREREQUISITE FOR THE EXECUTION OF THIS WORK. `w ALL NECESSARY PERMITS FOR UNDERGROUND STORAGE TANK REMOVAL:. AND INSTALLATION OF NEW TANKS (IF REQUIRED) SHALL BE F - •q• FURNISHED BY AMOCO OIL COMPANY. ALL NECESSARY FEES (AS IMPACT FEES) REQUIRED SHALL B AMOCO OIL COMPANY. P . so ALL REQUIRED CERTIFICATES OF INSURANCE, ETC., SHALL BE 'FURNISHED TO THE AMOCO OIL COMPANY ENGINEER PRIOR TO BEGINNING OF THE PROJECT. 14.12 REMOVAL: THE CONTRACTOR SHALL PERSONALLY SURVEY THE TANK AREA AND OBSERVE THE CONDITIONS UNDER WHICH THIS WORK SHALL BE PERFORMED. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION; TO THE PROXIMITY OF ALL POSSIBLE SOURCES OF IGNITION. NATURAL SURFACE DRAINAGE, OPEN INLETS, ADJACENT BUILDINGS, VEHICULAR AND PEDESTRIAN TRAFFIC SHALL ALL BE CAREFULLY EVALUATED AS POTENTIAL CONTRIBUTING FACTORS TO THE COLLECTION'' AND IGNITION OF EXPLOSIVE VAPORS RELEASED DURING THE PERFORMANCE OF THIS WORK, AND HE SHALL TAKE STEPS TO MAKE THE PROPOSED WORK AREA SAFE FROM VEHICULAR AND PEDESTRIAN TRAFFIC I AT ALL TIMES, POSTING AND ENCLOSING THE SITE SUFFICIENTLY FOR THE SAFE EXECUTION OF THIS WORK. THE CONTRACTOR SHALL HAVE ON HAND AT ALL TIMES ADEQUATE FIRE FIGHTING EQUIPMENT, CLASS B FOAM TYPE, AND SHALL NOTIFY THE LOCAL FIRE DEPARTMENT AS TO THE SCOPE OF THE ANTICIPATED WORK. ALL UNDERGROUND TANKS SHALL BE REMOVED AND DISPOSED OF USING EQUIPMENT DESIGNED FOR SUCH WORK SUITABLE FOR CLASS I, GROUP D LOCATIONS. ONLY THOSE TANKS THAT CAN BE PROPERLY UNCOVERED, DEGASSED, INSPECTED AND REMOVED SAFELY FROM THE SITE IN ONE CONTINUOUS OPERATION WITHIN ONE (1) WORKING DAY SHALL BE CONSIDERED FOR REMOVAL. ADJACENT TANKS ALSO SCHEDULED FOR REMOVAL SHALL BE LEFT COVERED AND ADEQUATELY PROTECTED UNTIL THE NEXT WORKING DAY. TIME SHALL BE OF THE ESSENCE AND ALL POSSIBLE EFFORT SHOULD BE MADE TO COMPLETE THE ENTIRE REMOVAL PROJECT WITHOUT VIOLATING SAFE WORKING STANDARDS. TANKS AND RELATED PIPING SHALL BE DRAINED OF PRODUCT AS MUCH AS POSSIBLE USING HAND PUMPS BEFORE PURGING WITH AN APPROVED MATERIAL. CARE SHALL BE TAKEN TO PREVENT PURGING MATERIAL OR ANY OTHER MATTER, LIQUID OR SOLID, USED DURING THIS OPERATION FROM ENTERING ANY T UBLIC SEWER, INLETS OR NATURAL DRAINAGE SYSTEM, OR BE PILLED ON ANY SURFACE THAT WOULD ULTIMATELY ALLOW MATERIAL O DRAIN ONTO SOIL. 4.13 ONLY AFTER THE TANK HAS BEEN THOROUGHLY EMPTIED OF PRODUCT, DEGASSED AND CHECKED FOR FLAMMABLE VAPORS WITH A COMBUSTIBLE GAS INDICATOR, SHALL THE TANK BE COMPLETELY UNCOVERED AND REMOVED FROM THE GROUND. IMMEDIATELY UPON REMOVAL, THE TANK SHALL BE LOADED ON A SUITABLE TRANSPORT AND REMOVED FROM THE SITE AS PER STATE AND LOCAL REGULATIONS, PREPARATIONS SHALL BE MADE FOR ESCORT SERVICE THROUGH CONGESTED URBAN AREAS AS MAY BE REQUIRED BY LOCAL AUTHORITIES. THE TANK SHALL BE TESTED AGAIN AT THE DISPOSAL SITE WITH A COMBUSTIBLE GAS INDICATER BEFORE PHYSICALLY PUNCTURING THE TANK TO PREVENT POSSIBLE RE -USE BY SALVAGE DEALERS OR OTHER UNKNOWN PARTIES. A RECEIPT OF DELIVERY SHALL BE OBTAINED FROM THE SALVAGE DEALER BY THE CONTRACTOR: OR IN THE EVENT OF SALE TO OTHER PARTIES. A BILL OF SALE SHALL BE PROPERLY EXECUTED AT TIME OF DELIVERY. USED TANKS SHALL NOT 15.00 ABANDONMENT OF UNDERGROUND TANKS: 15.10 TEMPORARY ABANDONMENT: THE CONTRACTOR SHALL FILL ALL TANKS WITH WATER AS REQUIRED AFTER PRODUCT REMOVAL ACCORDING TO INSTRUCTIONS HEREIN. ALL PRODUCT LINES AND TANK FITTINGS SHALL BE CAPPED, EXCEPT VENT LINE SYSTEM WHICH SHALL REMAIN OPERATIVE. WATER SHALL BE REMOVED AND DISPOSED OF PER ALL LOCAL AND STATE REGULATIONS AND CODES. 15.11 PERMANENT ABANDONMENT: THE CONTRACTOR SHALL FILL ALL TANKS WITH A SOLID INERT MATERIAL SUCH AS SAND OR, IF REQUIRED BY LOCAL CODE, SAND/CONCRETE MIX 6:1 (SIX PARTS SAND TO ONE PART PORTLAND CEMENT) AFTER PRODUCT REMOVAL AND VAPOR DEGASSING, ACCORDING TO INSTRUCTION HEREIN. WHEN IT IS NECESSARY TO ENLARGE THE OPENING IN THE TANK TO ALLOW FILLING, CARE SHOULD BE MADE TO VAPOR CHECK THE TANK COMPARTMENT BEFORE APPLYING CUTTING TOOLS. ALL PRODUCT LINES AND TANK FITTINGS SHALL BE PERMANENTLY CAPPED AND THE AREA OVER THE TANK AREA BACKFILLED WITH SUITABLE INORGANIC EARTH MATERIAL. 15.12 CLEAN-UP: CONTRACTOR SHALL REMOVE ALL CRATES, CARTONS, CUTTINGS, AND OTHER DEBRIS RESULTING FROM THIS INSTALLATION FROM THE PROPERTY AND DISPOSE OF IT IN AN ACCEPTABLE MANNER. CONTRACTOR SHALL CORRECT ANY DAMAGE OR SOILING OF BUILDING OR EQUIPMENT AS A RESULT OF HIS WORK AT HIS OWN EXPENSE AND TO THE SATISFACTION OF AMOCO'S PROJECT ENGINEER. M.V. CUMMINGS ENGINEERS CONSULTING ENGINEERS 6501 ARLINGTON EXPRESSWAY JACKSONVILLE, FLORIDA I Date I No. I Revisions I By l Amoco Oil Company .aTj► AMOC III/ TANK INSTALLATION SPECIFICATIONS Scale SHOWN FT. LAUDERDALE DISTRICT Dawn By M.E.F. SS # 60300 Checked By K.E.H./C.R.B. Dote 1 / 19 / 91 Designed By K.E.H. DwC. TD-91-9 Do Not Scale- Use Dimensions . � M tLL� U' Q Ln L1 N L2 6 ®I®ICI®ICI®Im Fq ®I®�I®�I � i � y ID❑� Imo® R C DISPENSEI WITH DPT AND CONSOLE r CONTROL DISTRIBUTION PANEL WIRING 0 z Z NOTES:: 1. EQUIPMENT MUST BE INSTALLED AND USED IN ACCORDANCE TOKHEIM WITH STATE, LOCAL, N.F.P.A. NO. 30A AND 70 CODES AND SUBMERGED REGULATIONS AND APPLICABLE N.E.C. CODES. WIRE ALL PUMPS TOKHEIM CIRCUITS N.E.C. CLASS 1. SEE INTERCOM tGA PROD MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR CONDUIT APPROPRIATE N.E.C. CLASS FOR INTERCOM WIRING. (SEE NOTE 7)2. ALL EQUIPMENT EXCEPT DISPENSERS SHOULD BE INSTALLEDPROD. IN A BUILDING WHERE TEMPERATURE WILL NOT BE LESS DC WIRTHAN 32'F OR HIGHER THAN 110'F. TROU 3. WIRING TROUGHS, CONDUITS AND WIRE FURNISHED BY I PROD. INSTALLER NOTE 11 PROD. 4. 7.5 FOOT LONG 115V POWER CORD FOR APPROVED GROUNDED 4 RECEPTACLE. 5. APPROXIMATELY 12 FOOT 115V POWER CORD FOR APPROVED MODEL 6�/s�A YODEL 168/2SEE NOTE 10 68 GROUNDED RECEPTACLE. DELIN 67/6 RELAY CONTROL FACE 6. APPROXIMATELY 11 FOOT SIGNAL CABLE BETWEEN INTERFACE BOX Box BOX AND CONTROL CONSOLE. MODEL 180 SIGNAL CABLE EXTENSION IS AVAILABLE AS AN OPTIONAL ACCESSORY. SEE NOTE 6 MAXIMUM COMBINED TOTAL LENGTH NOT TO EXCEED 350 FEET. POWER DISTRIBUTioN 7. AC FIELD WIRING NOT TO EXCEED 500 WIRE FEET BETWEEN PANEL DISPENSER AND DISTRIBUTION PANEL, RELAY CONTROL BOX OR 67/67A INTERFACE BOX. DISPENSER COMM LINES NOT TO EXCEED 500 FEET BETWEEN DISPENSER AND 67/67A INTERFACE BOX. 8. ALL TOKHEIM EQUIPMENT WIRING —DISPENSERS, CONSOLES, —SEE NOTES 5, 8 & 9 INTERFACE BOXES AND CONTROL BOXES — MUST BE ON SAME PHASE VOLTAGE FROM THE SERVICE PANEL OR ERRATIC SEE NOTE 6 ArPROxiMAI SFT POWER CABLE OPERATION MAY REUSLT. 9. DO NOT USE SAME CIRCUITS USED FOR LIGHTING, COOLERS, MODEL 184 MODEL 185 CcvsoLE POWER SUPPLY PUMP MOTORS, ETC.. ALL REQUIRE THREE (3) WIRE EARTH sEE No -Es a & 6 GROUNDED RECEPTACLES. GROUND IS NOT TO BE CONNECTED WITH AC COMMON AT RECEPTACLE. 10.MOTOR LEADS AND POWER DISTRIBUTION LEADS TO BE RUN IN SEPARATE CONDUIT FROM OTHER LEADS BETWEEN MODEL 168/268 BOX AND AC WIRING TROUGH. 11. NO DC CONNECTIONS ALLOWED IN AC WIRE TROUGH. SELF-SERVICE INSTALLATION FOR M6001i < < -- TCS REMOTE DISPENSER SERIES NOT TO SCALE Nss a',_,:.„�'r `3 `i 3v � ( �' 7 .. .&>, .z,�.vur a=, va et ...YR�.c LINES VIA TER IT ER AC WIRING TROUGH �... Tc+i?� R a 1�YYtlff^ ,/rrrrrr��``**ma�yy+'w%%w■■]] \.rrrr�/*(yy_�*■,' "` +td 2 +','}`r �'' tl 3 >•j '"t3{£; 2:d.�p`f'we'irJ �A��Y` ' ■ ® g MYk kr y � 'p TTC Ln COO A COMBINATION FOR ACH AND ACC USING TWO (2) EMERGENCY STOP RELAY CONTACTS WILL BE CONSIDERED AS ONE (1) CONTACT HAMNG A MAX RATING OF 25 AMPS 5'22 322 324 413 426 614 628 1 2 1 2 3 3 4 4 TSP TCKHEIM SUBMERGED PUMP z 0 MODEL 67/67A INTERFACE BOX _[ 2 7 w Of TTC Z ¢ DCC 00 m TTD r7C DCC CCMM I FROM MODEL 380 SITE CONTROLLER NO U NO COIL SIDE VIEW OF EMERGENCY STOP RELAY ILLUSTRATING CONTACT LOCATIONS CNE BOARD PER FOUR TYP,CAL 4 PLACES DISPENSERS, ONE OF FOUR BOARDS SHCNN---� <R C � 2 2 3 4 0 o a o 34 <Wo NOTE: DPT COMM LINES BETWEENTHE SITE CONTROLLER AND THE DISPENSERS CANNOT EXCEED 1000 WIRE — FEET PER COMMUNICATION CHANNEL MODEL 89 INTERFACE BOX FUTURE INSTALLATION RUN CABLE ONLY BASIC P' TICS MODEL 614/628 DISPENSER CONDUIT WIN PROD 1 ACH n PROD 2 ACH M PROD 3 ACH PROD 4 ACH PROD 1 ACC cO PROD 2 ACC PROD 3 ACC o w o o PROD 4 ACC MSG ACC OR ACC DISP ACC N LGTS ACC M MSG ACH Q OR ACH � DISP ACH �p LGTS ACH N cc 01 N M TTD JNSOL DCC CR CCMM OR DCC DPT CCMM DPT DPT DCC SPKR A SPKR A PERIPH +8 VDC PERIPH COMM PERIPH CCMM PERIPH DCC SPKR B SPKR B NOTE: TI K4 RELAY USE FOR DIESEL APPLICATION ONLY. M.V. CUMMINGS ENGINEERS Fl PNIISHED & INSTALLED BY y�� CONSULTING ENGINEERS GENERAL CONTRACTOR, SIZE 6501 ARLINGTON EXPRESSWAY AS NESCESSARY. QQQ It JACKSONVILLE, FLORIDA IT- I J N 90—' 39 8/12/91 D GENERAL REVISIONS KEH Dote No. Recisions By Amoco Oil Company MO� AMOCO STANDARD TANK DRAWINGS TOKHEIM TSC SERIES MODEL #426 DISPENSER DETAILS Scole AS SHOWN FT. LAUDERDALE DISTRICT Drown By D.M.B. SS # 60300 Checked By L.M.C. Dote 1 / 19 / 91 Designed By D.M.B. DWG. TD-91-10T Do Not Scale - Use Dimensions Only I VARIES (SEE PLAN) (PLAN 17.125" 17.125" 16.5" HOSE SIDE DISPLAY I � � V ^.. 13 (MAY VARY — SEE SITE PLAN) �y wa NOTE:` MODE SIGNS (TYP.) —ELECTRONIC DISPENSER m y< VARIES (SEE PLAN VARIES (SEE PLAN FRONT ELEVATION TOKHEIM-MODEL TCS-426-RC ELECTRONIC DISPENSER SEE SHEET TD-91-9T FOR DISPENSER DETAILS. 4 Mjy 1PEI_" .. • • • kQ114, v • • . T4Y Sk tv m.at •' • • t N " ELEVATION 10" 8" J� uk"RaIM, FIE 9,-0„ (MAY VARY - SEE SITE PLAN) I , MODE SIGNS (TYP.) �. "'1; NOTES: 1. EMERGENCY SHUT-OFF SHALL BE PROVIDED: WA NOT MORE THAN 100' FROM DISPENSERS, PER NFPA 3OA; 8-4.5 WITH CLEARLY IDENTIFIABLE, EASILY ACCESSIBLE SWITCHES IN A LOCATION REMOTE FROM DISPENSING DEVICES, PER NFPA 3OA; 4-12 2. 5B-C TYPE FIRE EXTINGUISHER SHALL BE PROVIDED WITHIN 100' OF EACH DISPENSER AND UNDER- GROUND FILL OPENING, PER NFPA 30A; 8-7.1 3. PROVIDE WARNING SIGNS PER NFPA 30A; 8-4.8 -r MODE SIGN INSTALLATION DETAIL N N 4 1 /2" 0 DRAIN GE --- KNOCKOUT 0 BUMPER GUARD N VY FINISHED GRADE 10"X10" CANOPY COLUMN1'-3B 5" 10"SHOWN. (SEE MADISON Q /�\\/� DRAWINGS FOR ACTUAL SIZE) 9'-0" CANOPY ISLAND DETAIL SCALE: 3/4"=l'—O" TEMP\TD91-11T REV. 11/04/91, TIME 14:47 I `* _-u _I SIDE 0 CAN LEGEND (G) = GOLD PREMIUM (S) = SILVER MID GRADE (B) = BLUE REGULAR UNLEADED 33" (TYP.) 5"0 PRODUCT a P Y GOLD tv SILVER -BLUE `— 3/4" CONDUIT IOSE SIDE SPEAKER WIRE 3/4" CONDUIT FOR DISPLAY DISPENSER WIRING ZPROGRAM BUTTON CAUTION: DISPLAY ESTABLISHES POSITION OF PRODUCT INLET AND CONDUIT LOCATIONS TOKHEIM MODEL 333B SERIES PUMP FOUNDATION PLAN NOT TO SCALE 9/12/9, E GENERAL REVISIONS KEH 8/12/9, D GENERAL REVISIONS KEH s/15/9, B GENERAL REVISIONS KEH Date No. Revisions By Amoco Oil Company (TOKHEIM MODEL # 426 DISPENSER) A 000 DISPENSER DETAIL 12" 0 12' SCALE: 3/4"=l'-O" AMOCO STANDARD SCALE: 3/4"=l'-O" TANK DRAWINGS 12 0 2' 4' 6' DISPENSER DETAILS/ISLAND LAYOUT Score AS SHOWN FT. LAUDERDALE DISTRICT SCALE: 3/8"=1'-0" Drawn By L.C.C./M.E.F. SS # 60300 _ Checked By K.E.H./C.R.B. Date 2 / 5 / 91 M.V. CUMMINGS ENGINEERS Designed By DWG. — CONSULTING ENGINEERS TD- 91-11 T 6501 ARLINGTON EXPRESSWAY JACKSONVILLE, FLORIDA J.N. 90-139 Do Not Scale - Use Dimensions Only ' fr , ( "::. v , „j , mTr ..: .. , • t `. :n< . ... , ., .. , ' n : ..., ".. ' S.r. i. 5f , -,. �+t 1 a i L. , ...,, a.-. , .. - , .. .p...m i :. :: •. ., t' ,r ;n ., .:'.. � w. y� v +. � .. -. ti : ' ..., ns �`Y. Q4 ,� ,: #, - ,.,,.. .. ., r , ,x .,P r. r, . „-,.a +.a,Fw+ "•.s} ., ...:.,... .IAY , a.7. �••;"e€ , >< < k'.. �':�'' Xa a,. s:, e ' 1 •� 1W 13 5.0 0 d ." - ,: NEW WATER METER SEE N 0 0 0 0 0 0 /m SHEET P-,;7- -T, 7_7 ;I U.G. TAN d ` END OF RET ¢+� at� „�` � +� ;• t� v EXIST. FEW CE ALONG ENT RISE RL PROPERTY LINE TO - / REFER TO SHT P-1 0 6" X 3 RETAINING` REMAIN - Y A T o CURB (" ( 600 SF. DRAINFlELO SEPTIC TANK SHALL' HAVE 6 CONC. 'ii! ' g xw r '0 ''�' ��5 I 6X6, W2.9 TRAFFIC BEARING LID do SELF CONTAINED A1R & BASEYARD ST ® (2) CAST IRON MANHOLES 10' X 24' PARKI`° �._ / ® SEE SHT P-1 >" ~<_ - i� NEW FDOTI WATER STAND 9 ROLLOVER HEADWALL"sh,+T�, GIN RETAINING 400 �POLEN SEPTIC BEgN RdIOVER CURB �' S INVE= 06 30 CURB ❑ 10' X 4' PARKING . r7 gE CU j . _ -� .. '' TOP 4 1 ,'y. ' (, # ( I 'YARD LIGHT 6' X30' RETAINING -� ...^" - '_:—+ I & BASE CURB X 125*LF �• �e 6` PVC CHASE { — -'� � 1 � � � � I BURY 24• DEEP (MIN.) 400 yy ON SEE SHT C-5 FOR 20' 14' POLE DETAIL SETBACK LINE tM.W, 10'-0` CONCRETE PAVING ca'c I I �.., _ •p w' I YARD LIGHT 4 (. 8' CONCRETE SLAB W/ w- W/ 6X6• W2.9 X W2.9 I I I I I I I k BASE ' l ( ��6X6• W2,9 X W2.9 750 Gal GREASE I I I I 1000 W ON I�g'x �I INTERCEPTOR "'' NEW 8 C�NC SLAB I II 18' POLE I ( gTRASHs_4� w SEE SHT P 1 I I W/6x6IW ,9 X W2.9 . .._...... ._ . _....._... ,_.,.... ..._.... ,... , J:.. I _ { - - r 'RIGHT IN' ONLY j I I I ENCLOr METAL SYW G Ed 1 Ed EJI ( I I I EJ„ II „•. Y GATES , ........, _. __.. N _ �,.. j' _ I I t ( I �. ,,...._`, _ ....... ..__ _,.. . ... ......... t a- - {� 12000 GAL I I 12000 GAL I I 12000 GAL 72' DIA SLOTTED DRAIN — I� ASPH ALT PAVING GOLD SILVER BLUE I EJ ILQ �I I DBL WALL STL. I I DBL WALL STL I I DBL WALL NIL SHEET #C-4 GUIDE SEE a 1 1/2 " TYPE S-3 ASPHALT vE —:41 I I I I 0 a 0 R 10' LIMEROCK BASE + q` I I I I p♦I a OVER 12' COMPACTED l x\ (EXISTINGI I I w' I I I I nmalmpirormrmnnnnnwmmnnrnxwur SUB- Bilprxrsmw `:• Y=4; �� �,}n{ EXISTING DRAINAGE SWALE _._. TO REMAIN AS IS NO CHANGE (2) MON. WELLS TO M W, I I c> Ilrlli;i REMAIN INSTALL NEW M.H. R COVERS AT NEW GRADE CONC, WALK 11 IL { { I EJ.. LIGHTED ACM pp ON.,.... ._..... .. . <_ ......_.... ........L ..........._." FASCIAY I 20'-0' ( ) UNE OF SIGN FOOTING JUNCTION BOX ( SEE SHEET /IC-4 w., w 12' X 24' HC PARKING w p S } f p. i, 331 (2) 22.0 M,H: S— o. CON1StE7EI 25' SETBACK SEE SHT C-4 CURBING SEE 10' X 20' LINE 6' CONCRETE '- " PARKING CURBING SEE DET. SHT C-5 CONCRETE PAVING + v Ed W/ 6X6. W2.9 X W2.9 '":<:DET, SHT fry s , I � 1 1, JUNCTION BOX SEE4 SHEE NC h JUNCTION BOX o I ,. ...., 4 ,,,. , ' ,•. f s. O FP L. O x2 I h, l -a I SEE SHEET f 1 f u R6 I �7 Y ihl -Y . ' .... . ':. LANDSCAPE AREA 1Q00 W ON '• . ,g �:< LANDSCAPE AREA O. _ JUNCTION BOX PRECAST POLYDRAIN W1 CAST _ SEE SHEET -4 /C IRON GRATE SEE SHEET C-4 1 FEMI MU , .. ..,,E.... ............E ..-. I .. ..,. _....:..., ..........E ..: ,. ., 4 + C rrT� 0APO c SE d _ BURY 2LI' DEEP (MIN) 40'-0" ASPHALT APPROACH W F' iV �illlll'Il �� i 4�,4 12 12 _0 12',,0= IIII IM"I SEED & MULCH _� FDOT ROW AREA ASP H A L T PAV�I N G „IIII'I ' 4 III 1 11-2 TYPE S-3 ASPHALT 9 III OVER 10" LIMEROCK SASE II OVER 12- COMPACTED /I II' SUB -BASE II 4' WIDE SOLID } '- .�' �, • soda' W111iE STRIPING EXIST EXIST,,. MATCH - lNL T'`< TOP 18.60 v F .r I I I — —DITCH ?��. `.•L`� �.r,:� � rr4 R/W IINF NOW RAIL EXIST. POWER LINE — TO REMAIN N I ( EXISTING INV.N = 14.20 ^ GRADES INV.S = 14:20 h. LLL — _ EXISTING 24" RCP TO REMAIN _ f®r,' EXISTING RCP TO NOTE: EXISTING TYPE "C' CATCH BASIN TO BE REMOVED — INSTALL NEW TYPE 'F' CATCH BASIN PER FDOT REQUIREMENTS KINGS HIGHWAY { 1 /2 R.O. W. — 1 OO'—C> EXIS T. kLEfi TO REMAIN FTOP = 18.56 INV.N = 14.26 NV.S 1416 �IAIIIIIIXI Muy S.R[No. 7 y'' • SOD COUN o R.O.W. AREA PER COUNTY'., REQUIREMENTS NEW TYPE 'C" FOOT STRUCTURE t SEE SHT C— ,„ A x� 5 d. h rL h � L- -J _J R � P 1 W a SITE BENCHMARK AO NAIL & DISC AT ELEV. 19.96 I00'-0 1/2 R/W - N.G.V.D. CONC TRAFFIC PO TO REMAIN r; WIT AMOCO SITE —1 ORANGE AVE / S.R. 68 W�I>4 VAN lox SITE DATA: " PREDEVELOPM jTE: O1 SITE AREA: 1 .5 SOFT. / 0.4184 ACRES '" T .. °D ^'O IMPERVIOUS AREA: 14084.75 SO.FT. / 77.28%; OF SITE PERVIOUS AREA: 4140.75 SOFT. / 22.72% OF SITE rn'm to POST -DEVELOPMENT SITE: SITE AREA: 18225.5 SOFT, / 0.4184 ACRES M I H n 000 n „#i r #, ttV N7,1Y: n ,.a,.. a „z s k'i"'•f,, 4 1 ,a FIR ` , - p t $ ± 1 • } .0 F4 nK q a d. tb a ^4: }rr" 1 t I •' Y' ; 141 . v h 5Y�?�.�-,ass I ` " y a „ � 1 9P 2 1 1 i , 1 •" F f a4 t v r� + - ., r I w OD m VI7, f2 0 I L) is > (A w ix w CL wN W tall CL= ZIQi a a SIIx Q: Z •- I N M 'r. 0 w'�I� Milo w N pE ro a �I W, I h c CD M a fU 10 O?3... D 'Y58A O_ W B i� ffi 1—n 1.JyANI��p�p PN CID d N 0 W L1,1 L:)u 1 a LiJ c:I Z Q M a o ,< O � a o r� 3LL, zm 0 LAJ Q �� J =Ce Sn W /r W L:) I— zNe 1 0 Ill gg� i� 0 ❑ Z de ?o � L W Z Z W �I r SOD COUNTY R.O.W. AREA PER COUNTY REQUIREMENT? a: «« ««o m O W �G V) a8� a WyS aX a�i`rwipw� 3 a� �o�Fa an �.y'I spa zOkO' 0- U<W? - WY< gz. W « pp OW I.m asz �Ki Uf V C 3�n 4z U pox z6zJN Z3C a yiaowv9�idz f-O!A:r!owwl pYa�<<aaa 3 03 vlagwww V Q X 20 <a a'KC W V F OEF W �o>vw v > z Z W rc (now WSOi�`< U N' O W co h w N O� I A 5 q Oip p I I 1 1 1 � N N tV O 00 ml a I a 90 r m vyU' O Z o q it a n g z c N C � OU � OO w K IL UUU a Y =W 6 Wuj 5 N Z c a d J a uu ? 4 w w a z z > > N > o c ri K R Z ¢ i N M d Ln Y b N M h O O cu O N C � F �o 11 a' ps OD c, `o V � nn.. n w ❑ ``) l.7 U Z Q 0 -- (V) ❑ Z� Q Q (/)A a vE O J U1 O r F= O LAJ _w W N� L Q F— t �;F- YLI n I v 0. Z 6 n � WW Z R > � CS tJ °