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HomeMy WebLinkAbout1661 Rinehart Rd 03-2349, 03-2344, 03-2374, 03-2348 New construction Murphy Oil%'� '�✓ �yJ„ J iix'fs,'Ut' TAX PARCEL NUMBER: 28-19-30-506-0000.03 ' Kimley-Horn and Associates 0•2 Kimley—Horn and Associates, Engineering,•Consultmts Suite 400 Phone. 772-662-7981 601 21st Street Fax. 772-662-9689 Vero Beach, FI 32960 E. B. No. 696 JOB NUMBER: 047260127 CONTACT NAME: JARED C. HOCKENBERRY Date Description rG/j 'D I ASS®CIA I LS, INC. N 92 iMOORE ROAD AVON LAICG, 0111044012 Phone: (440) 933•6825 L Fax: (440) 933.3992 M t 1 �� _ H fJ" � t'i. � � �- N Y U. E3. I ?,E. CY .�� I ns 200 PEACH STREET MADISON P.O. BOX 7000 8500 S ROAD '1'ULSAA, , OK 744131 Phone:(918)224•6990 L. EDORADO, AR 71731--7000 . Mm (918) 224.8830 LIST OF C,0NTAC,,JS--- SCOTT LORENZ BELLSOUTH TELECOMMUNICATIONS, INC 132 COMMERCE WAY SANFORD, FLORIDA 32771 (407) 302-7611 PHONE (407) 327-24-02 FAX I is DAVID RICHARDS CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FLORIDA 32771 (407) 330-5652 PHONE (407) 330-5679 FAX I KEVIN TOLLIVER UTILITY ENGINEER CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FLORIDA 32771 (407) 330-5639 PHONE (407) 330-5646 FAX BUILDING OFFICAL BOB BOTT BUILDING OFFICIAL CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FLORIDA 32771 (407) 330-5660 PHONE (407) 330-5677 FAX ---- ---,-----r---r---- ESGVISI I SANIA ROSA rIIF J—A—CsN-SUti ORLOSA JA'HttCIOf— cA_c_En CA!OUti - I IYViE(i r JA$, j oUSAYUAI RY LIB " UlU SUNMN EE ICCIU'J3A I 'AYLGR I 1 UrJ.OR I p,1Y l GVIr�yJ' iFUN,ttJN I tpFAYEIIE .LSO. tfifl S�JO�JNS LCnR'5 ALACHUA i pxE � ;ra,J F_y — f \ 1 ,CLER LE', i L_ -J 1J,vaoR 'I J YOLU5'1 G(RUS I --_�- r \� "AIJiI r--I'ELl.r-LICE-U`A' HERrW2U0r I I ORANGE-- _T 55p10UGH, J OSCEOU � SREY:R I Fax ' _j u — PIUNI fib -----I ---- ---- - 1 L Q NAWEE I idRUEE I 014EECHOUE'cT--- W i- --I F' 1"—"� of SOLO r SARASOTA I J ---- U _ _ _ _L _ W CNARLUirE I P.n0E5 , O LEE I HEl1ORY I RV.'A tlEAGi ~ ST. JOHNS--� PARKWAY FUTURE EXTENSION --'� ST. JOHNS CoLL, f2 I SHo,vARH PARKWAY I o w�E FUTURE Aa�HVEI fy WAL—MART S x LU Z PROJECT SITE VICINITY MAP NOT TO SCALE AGENCY CITY OF SANFORD STAFF REVIEW (SITE PLAN) ST. JOHNS WATER MANAGEMENT DISTRICT S (CRI1'8lv� A-- N Vw!,4 er.9 SHERRY McCORKELL FLORIDA POWER AND LIGHT 2626 WEST S.R. 46 SANFORD, FLORIDA 32772 (407) 328-1909 PHONE (407) 328-1910 FAX SKIT. No. DESCRIPTION CSP COMPOSITE SITE PLAN C 2 SITE PLAN C 3 G69ADING AND DRAINAG'tE PLAN C 4 UTILITY PLAN C 5 PAVING PLAN C 6 LANDSCAPE PLAN C 7 IR IGA 1ICN PLAN C 8 LANDSCAPE AND IRFUGATION SPECIRCATIONS -.. C 9 DEMOLrflON PLAN CIO L1 NG PLAN SG S3GNAGE AND ELEVATION PLAN 81 PRELIMINARY SURVEY DET001 CITY Or- SANFORD UTILITY STANDARD DETAILS * DET002 CITY OF SANFORD UTILITY STANDARD DETAILS DET•033 CITY OF SANFORD UTILITY STANDARD DETAILS UNDERGROUND TA ( ) YD-I GENERIC SITE PLAN YD--2 YARD ELECTICAL PLAN T D-3 YARD UTILffY PLAN YD-4 YARD PAVEMENT PLAN YD-4B YARD PAVEMENT SPECIEICATIOINS YD-5 YARD AND DRIVE DETAIL YD-5 GENERIC LIGHTING PLAN BU-1 I FOUNDATION PLAN AND SECTIONS BU-2 BUILDING ELECTRICAL PLAN BU-3 BUILDING ELECTRICAL PLAN CA-1 BUILDING AND CANOPY LAYOUVELEV. CA-2 PRE. FOOTING AND l ING PLAN D-1 40" ENCORE 2 PRODUCT DISPENSER D-2 40" ENCORE 3 PRODUCT DISPENSER FT .I R PRODUCT PIPING PLAN FT-2 R TANK PLAN ELEVATIONS AND RISERS FT-3 R TANK SUMPS AND GROUNDING DETAILS ET-4 R TANK RISER DETAILS IFi"-5 20,000 TANK ANCHORING DETAILS FT —ID NOTES SHEET AND PARTS LIST SA-1 3D BUILDIING MEW AND SIGNAGE DETAILS APPROVAL DATE - - ..r 194, 0 Altd ON ANY CON-ST. REQUIRIN STRUCTUAL STEEL DRAWING3 A-3 LONGITUDINAL BUILDING SECTION WILL REQUIRE AN AS -BUILT CEI�T Fr�O�n AN INDEPENDENTA-4 BUILDING CROSS SECTION STRUCTUAL ENG. ON THE. A-5 COUNTER PLAN Puic!Ei`AENT OF THE STEEL / E-1 ELECTRICAL POWER AND L C+MNG PLAN rB1A0f=`EFU­" ul"�N E-2 PANEL SCHEDULES + DETAILS CIVILP-1 PLUMBING PLAN AND INTERIOR ELEVATIONS M-1 HVAC PUN D-1 MAMING PLAN 'A1 ' CANOPY ( ) CS-1 COVER SHEET FmC-1 FOUNDATION PLAN EC-1 FRAMING PLAN ATE : CT E l EC-2 ELEVATIONS S ANFORD BUILDING DEPT. VPo EC-3 SEanONS _ THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PER 11T. A p�� EL-1 N PLAN PERMI r ISSUED SHALL BE CONSTRUED TO BE A LICENSE "r0 PROCEED THE \j v"'aa► V WORK AND NOT ASTY WITH h CANCEL, ALTER, OR SETASIDEANYrn FI THE PROVISIONS OF THE TECHNICAL. GENERAL NOTES CODES, NOR SHALI~ ISSUANCE OF A PERMIT PREVENT THE BUILDING, DEPT FROP4 THEREAFTER REQUIRING OF A CORREC- ON THE PLANS, A. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL ORTION OR CUNsrkuC710hJ OTHER VIOLATIONS OF THE CODES. OF OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING FLOOD CERTIFICATION: IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH THE SUBJECT PROPERTY LIES IN ZONE "X", AREAS DETERMINED TO BE AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT OUTSIDE 500—YEAR FLOOD PLAIN, AND IN 100—YEAR FLOOD HAZARD DEMOLITON OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ZONE "A", NO BASE FLOOD ELEVATION DETERMINED, BY SCALED ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING DETERMINATION, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT SUCH OPERATIONS. AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 12117 C C. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE 0040 E, DATED APRIL 17, 1995. FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE WETLANDS NOTICE: CONSTRUCTION PHASES OF THIS PROJECT. ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. SAFETY TICETO CONTRACTOR" CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, 9 _ STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY D.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION ^� BIDDERS: NOTICE OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S 9PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ALL QUESTIONS REGARDING THE PREPARATION OF GENERAL CONTRACTOR'S ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON BID SHALL BE DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT AT OR NEAR THE CONSTRUCTION SITE. (504) 561-2284. SUBCONTRACTOR MUST DIRECT THEIR QUESTIONS THROUGH E. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY THE GENERAL CONTRACTOR. THE CONSULTING ARCHITECT AND/OR THE SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR RESIDENT MAINTENANCE ENGINEER. AUTHORIZATION FROM THE OWNER/DEVELOPER. F. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED ON THESE PLANS. G. CONSTRUCTION AND INSTALLATION OF 156 S.F. PREFABRICATED BUILDING, ALL UTILITY ENTRANCES, AND (2) 20,000 — GALLON UNDERGROUND TANKS SHALL BE IN ACCORDANCE WITH ASSOCIATED PLANS. H. CONTRACTOR TO FIELD COORDINATE CANOPY SIGN LOCATION WITH MURPHY'S CONSTRUCTION SUPERVISOR. r I Afil 9 4 , 11 :0 160 SCALE AS SHOWN o E s I i I1� Curve Data (F) 38°55'09" (RT) v R _ 595.00' Post Office Box 2808 500 West Fulton Street r o CH _ — 396.44' �� r1 f r `, \+ ` i�®1; Sanford, Florida 32772-2808 CB ^ S 70 27 50 E Telephone: (407) 322-6841 O f R NOTE: CONTRACTOR SHALL COORDINATE WITH THE WAL—MART CONSTRUCTION MANAGER TO ASSURE THAT WAL—MART OPERATIONS WILL NOT BE ADVERSELY AFFECTED BY THE CONSTRUCTION OF THE MURPHY OIL STATION. A. PROPOSED LOCATION IS AN ❑ OUT PARCEL ❑ EXISTING PARKING AREA W FUTURE LEASE AREA ❑ GRASSY AREA B. PARKING 984 4.7 EXISTING NUMBER OF PARKING SPACES / RATIO ON WAL—MART PARCEL 0 TOTAL NUMBER OF SPACES TO BE REMOVED FROM WAL—MART PARCEL 984 4.7 TOTAL NUMBER OF POST GAS SPACES / RATIO REMAINING ON WAL—MART PARCEL 207,498 WAL—MART BUILDING SQUARE FOOTAGE C. TYPE OF STATION OPERATION: C—STORE MPD 46'x112' CANOPY SIZE 156 KIOSK 8 MPD D. PROPOSED SQUARE FOOTAGE OF LEASE AREA: 34,564 S F 0.79 ACREAGE PERCENTAGE OF OUTLOT USED: 100% IMPERVIOUS AREA = 21,472 S.F. / 0.49 ACRES (62%) E. ZONING REQUIREMENTS: PD EXISTING ZONING PD ZONING REQUIREMENTS FOR STATION N/A PROPOSED ZONING CHANGES NO RE —PLAT F. PROPOSED UTILITY EASEMENTS: ANSWER "YES" OR "NO" AND PARTIES INVOLVED: NO WATER PUBLIC WITH PRIVATE WITH WAL—MART PRIVATE WITH 3rd PARTY NO SEWER PUBLIC WITH PRIVATE WITH WAL—MART PRIVATE WITH 3rd PARTY NO UNDERGROUND ELECTRIC PUBLIC WITH PRIVATE WITH WAL—MART PRIVATE WITH 3rd PARTY NO UNDERGROUND TELEPHONE PUBLIC WITH PRIVATE WITH WAL—MART PRIVATE WITH 3rd PARTY G. OTHER NOTES: 1. NO HEAVY DUTY ASPHALT OVERLAY REQUIRED. 2. OTHER OUTLOTS ARE UNDEVELOPED. 3. FOC PULL BOX PROVIDED BY WAL—MART 4. TRUCK ROUTE WAS DETERMINED USING AUTO —TURN 5. DETENTION AREA WILL BE FENCED BY WAL—MART. NO GUARDRAIL WILL BE REQUIRED. WAL—MART ENGINEER: MARK SOCHA (407) 322-6841 THIS SIGN TYPICAL AT' tzuii^ ALL ACCESSIBLE PARKING 12 X 18 PARKING BY SPACES pISABLED PERMIT ONLY THIS SIGN TYPICAL AT—� VA 12' X 6" ALL VAN ACCESSIBLE ACCESSIBLE PARKING SPACES PENALTY SIGN WITH --�®� $250 FINE 12„ X 6„ WORDING AS REQUIRED CITY ORD. 3211 BY STATE OR LOCAL LAW "U"-CHANNEL POST (2-lbs./ft.) c 4" PIPE BOLLARD PAINTED—"' o 0 TRAFFIC YELLOW, FILLED M r W/ CONCRETE. SLOPE TOP OF CONCRETE d GROUND/PAVING SURFACE Cd d A 3500 P. S.I. P.C. CONCRETE 4. v 3 4 C d Q' a ACCESSIBLE PARKING SIGN 5B N.T.S. k S39555WE 223.50' a CIF CF F I 12.ao' U �InIT 4" BLUE LINE WHITE THERMOPLASTIC STRIPING 10 60" 12' 4" WHITE LINE @ 45° 4" WHITE LINE 2'-0" O.C. 4" WHITE LINES 5' 10' ACCESS AISLE 5' (STD. ACCESSIBLE) O N m TYPICAL PAVEMENT MARKINGS FOR HANDICAPPED PARKING SPACES IOC N.T.B. WHITE THERMOPLASTIC TRAFFIC PAINT----_ 2'-D"-i STOP BAR Avoid cutting underground utility lines. Its costly. Call before you Drg 1-800-432-4770 R1-1 30" x 30" STOP SIGN ERT.S. Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shmn). FLAN VIEW PICTORIAL VIEW SIDEWALK RAMP DETAIL [1-0E] NT.S. SITE DATA GENERAL. STATEMENT: THE SITE WILL BE DEVELOPED FOR MURPHY OIL USA, INC., AS A FUELING STATION WITH UNDERGROUND TANKS AND A CANOPY. THE TYPICAL NUMBER OF BUILDINGS IS ONE. CONSTRUCTION AND INSTALLATION OF 156 S.F. PREFABRICATED BUILDING, ALL UTILITY ENTRANCES, AND TWO 20,000 GALLON UNDERGROUND TANKS SHALL BE IN ACCORDANCE WITH ASSOCIATED PLANS, ASSOCIATED SHEETS JGD: UNDERGROUND TANK PLANS MADISON: MODULAR BUILDING AND CANOPY PLANS OWNER OF RECORD: WAL—MART STORES EAST, INC. 2001 S.E. 10TH STREET BENTONVILLE, AR. 72716-0550 (479) 273-4000 APPLICANT: JARED C. HOCKENBERRY KIMLEY—HORN AND ASSOCIATES INC. 601 21st STREET, SUITE 400 VERO BEACH, FLORIDA 32960 (772) 562-7981 ZONING: PLANNED DEVELOPMENT BUILDING HEIGHT: 10 FEET — 1 INCH CANOPY HEIGHT: 18 FEET — 4 INCHES SITE AREA: 34,564 SQ. FT. 0.79 Acf LAND COVERAGE SUMMARY: PROPOSED IMPERVIOUS AREA: 0.49 Act 62% PROPOSED OPEN SPACE: 0.30 Ac± 38% BUILDING SETBACKS: REQUIRED PROPOSED FRONT 35' 35' RAMP WITH PLAN VIEW INTEGRAL CAST CURB SIDEWALK RAMP DETAIL EloD N.T.S. FLOOD CF TIFICATION THE SUBJECT PROPERTY LIES IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN, AND IN 100-YEAR FLOOD HAZARD ZONE "A", NO BASE FLOOD ELEVATION DETERMINED, BY SCALED DETERMINATION, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 12117 C 0040 E, DATED APRIL 17, 1995. SITE LEGEND MURPHY OIL LEASE LINE STANDARD CONCRETE CURB CF TEMPORARY CONSTRUCTION FENCE (SEE JGD PLANS SHT. YD-1 FOR DETAILS) (� CANOPY CONTROL POINT 0 SITE NOTES 1A TANK PAD (REFER JGD SHEET YD-4) 113 TWO 20,000 GALLON TANKS (REFER TO JGD PLANS) 1D PUBLIC SIDEWALK CURB RAMPS PER FDOT INTERIM STANDARD INDEX NO. 0304 (REVISED 7-24-02) 1E MULCHED AREA PER LANDSCAPE PLAN 2A 10'x10' DUMPSTER AND FENCING (REFER TO JGD SHEET YD-5) 3A MURPHY USA IDENTIFICATION SIGN (GENERAL CONTRACTOR TO COORDINATE CANOPY SIGN LOCATION WITH MURPHY'S CONSTRUCTION SUPERVISOR) 4A PRICE SIGN (GENERAL CONTRACTOR TO COORDINATE CANOPY SIGN LOCATION WITH MURPHY'S CONSTRUCTION SUPERVISOR) 713 EDGE OF CONCRETE SLAB (REFER TO JGD SHEET YD-4) 8A PUBLIC PHONE (REFER TO JGD SHEET FT-1 FOR CONDUIT SIZE) 8B OVERHEAD CANOPY - (REFER TO MADISON PLANS) 9A AIR & VAC (REFER TO JGD SHEET FT-1 FOR CONDUIT SIZE) 90 156 S.F. BUILDING (REFER TO MADISON PLANS) 1OF PEDESTRIAN CROSSING STRIPING (THERMOPLASTIC) TO CONFORM W/MUTCD 2000 SECTION 313.17 70G 12'x20' DUMPSTER PAD [] SITE DETAILS y' 5A R1-1 STOP SIGN y' 58 ACCESSIBLE PARKING SIGN 4 10A TRAFFIC FLOW ARROW (TYP.) SIO� 10B STOP BAR (TYP.) 10C PARKING STRIPING DETAIL 10D SIDEWALK RAMP 10E SIDEWALK RAMP GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURB RETURN RADII SHALL BE 2' UNLESS OTHERWISE NOTED ON THIS PLAN. C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB SHALL BE INSTALLED IN ACCORDANCE WITH THE PAVING PLAN. (SEE SHEET C5 FOR DETAILS) PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE PAVING PLAN OVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. SEE ASSOCIATED PLANS FOR CANOPY, COLUMN, AND PUMP ISLAND DETAILS AND LAYOUT. D. CONTRACTOR SHALL REPLACE ANY PAVEMENT MARKING DESTROYED DURING CONSTRUCTION TO MATCH PREVIOUS CONDITION. E. CONTRACTOR SHALL INTERFACE WITH WAL-MART PAVING AT LEASE LINE. F. REFER TO JGD SHEET YD-5 FOR DUMPSTER ENCLOSURE DETAIL. G. WAL-MART LIGHT POLES / SIGNS TO BE REMOVED AND RELOCATED ARE TO BE INSTALLED PER WAL-MART SPECIFICATIONS AND DETAILS. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND / OR REROUTING THE PARKING LOT LIGHTING AND PYLON SIGN CONDUIT IN A MANNER TO MATCH EXISTING INSTALLATION. I. WAL-MART HAS AN IRRIGATION SYSTEM. J. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH WAL-MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER AND STORE MANAGER AND/OR THE ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT -APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY ALSO BE NECESSARY. K. CANOPY SHALL CONTAIN RECESSED LIGHTING. CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED WRITTEN AUTHORIZATION FROM WAL-MART AND WAL-MART CONSTRUCTION MANAGER HAS BEEN CONSULTED FOR SCHEDULING AND COORDINATION. NOTE: SEE ASSOCIATED JGD AND MADISON PLANS FOR EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND PRECISE DIMENSIONS. z [441�ii UA Ln , Lo cm Cm w C; 0 z >- Ld a. U v)Q Qo J !�i (YLJ ��Q vl 17-LL.o (f) m ° z J Q' _ a O > a U I— Q O -- C\ > 0-- CY) = X U W Q WLL.CC \ EL w _ co - O C\9 c—_—J 0 crrnnl`-� EXTEND WIRE FENCE A MIN. OF 2" INTO TRENCH EMBEDDED FILTER FABRIC MIN. 8" INTO GROUND it Y I d T , , w O to O Z i I I t (j S i i , jj }t ,....." ..:,; }. .:•. ,#� X. �.. _...F .... � t...� f i ...�. ! ) . t.. , S_. If .� -, _..... r, ,.. Y'__`f 4.-.. r..-,i � c , I1 ! :j.;ii t 1' e . Y i Avoid cutting underground utility lines. It's Costly. Call before you DYg 1-800-432-4770 40 SCALE AS SHOWN STAKED AND ENTRENCHED STRAW BALE COMPACTED SOIL TO �. PREVENT PIPING SEDIMENT LADEN h — RUNOFF PROPERLY INSTALLED STRAW BALE t (CROSS SECTION) Q* F J i 37.28 36.1,8 t i8A LL 1. EXCAVATE THE TRENCH. 2. PLACE AND STAKE STRAW BALES. I U 36.83 36.90 3/.20 `• 36.63 " 35.68 I TOWARD PREVIOUSLY 36.78 36.70 1.0%� 36.33 36.40 36.13 ANGLE FIRST STAKE 37.36 _ -- _-- LAJD BALE 37.15 ,. I trts 18D 1? i �� �j 4 36.65 36.25 ') i r- 36.98 } �, iii zr BALE 36.48 Qla /VA(, PAY ' I ! .. - . wInTN WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, MAX. 6" MESH SPACING) WITH FILTER CLOTH COVER POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING FILTER FABRIC: 1, MIRAFI 140NS 2, PHILLIPS 66 SUPAC 4NP 3, DUPONT TYPAR 3341 COMPACTED 4. OR APPROVED EQUAL. BACKFILL FINISH GRADE FLOW UNDISTURBED COMPACTED z GROUND \�. v BACKFILL i4" X '4„ \\ TRENCH CROSS-SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2• FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED ExERY 24" AT TOP AND MID SECTION. CLC_ VM I IUPI 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SEDIMENTATION / SILT FENCE SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED, 1 JC 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION f CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN N.T.S. "BULGES" DEVELOP IN THE SILT FENCE. _ WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, MAX. 6" MESH SPACING) 1D MAX. C-C In, .. CE POSTS, 16" INTO 3RIC FENCE CONS o ® ® ® ® ENTRY if iii'rii::&'riiiiii:.....?:ii. NOTE: PUT FILTER FABRIC : +• o � :•: ; STAKED HAY BALES UNDER GRATE. •r:::. o EXISTING GRATE iii: o o :;fir, 6" (TYP. PLAN FILTER FABRIC (MARAFI 60OX) SECTION HAY BALE PROTECTION AROUND CURB INLETS TEMPORARY PROTECTION AROUND CURB INLE 15E IJL N.T.S. TEMPORARY CONSTRUCTION ENTRANCE N.T.S. .� MURPHY OIL LEASE LINE # ' ; EXISTING CONTOUR ELEVATIONS () xx) PROPOSED CONTOUR ELEVATIONS EXISTING STORM DRAIN xx. x x XX.XX EXISTING SPOT ELEVATIONS X XX.XX PROPOSED SPOT ELEVATIONS X T.O.I.-XX.XX TOP OF ISLAND ELEVATION X.X% FLOW ARROW 0 GRADING NOTES CF 15F TEMPORARY CONSTRUCTION FENCE (SEE JGD PLANS SHEET YD-1 FOR FLEXIBLE SAFETY FENCE DETAIL). 18A MATCH EXISTING PAVEMENT ELEVATIONS 18D TAPER TO MATCH EXISTING CURB ELEVATION [] GRADING DETAILS 15C TEMPORARY SILT FENCE 15D TEMPORARY STRAW BALE BARRIER n _7 I_ 15E TEMPORARY PROTECTION AROUND CATCH BASINS 15C TEMPORARY CONSTRUCTION ENTRANCE GENERAL GRADING NOTES A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON CIVIL DESIGN DRAWINGS FROM CPH ENGINEERS, INC. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. D. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF THE CONSTRUCTION TRAILER AND FENCING SHALL NOT AFFECT THE. WAL-MART TRAFFIC FLOW. E. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AT CURB CUTS ONE (1) FOOT FROM EXISTING EDGE OF PAVEMENT. F. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. G. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH APPROPRIATE WALMART REPRESENTATIVE SO AS TO MINIMIZE THE IMPACT TO STORE OPERATIONS. H. CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ENTERING WAL-MART PARKING AREA. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED, SEE SITE WORK SPECIFICATIONS. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. WETLANDS NOTICE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED WRITTEN AUTHORIZATION FROM WAL-MART AND WAI -MART CONSTRUCTION MANAGER HAS BEEN CONSULTED FOR EDULING AND COORDINATION. TE: SEE ASSOCIATED JGD AND MADISON PLANS FOR EXACT _DING UTILITY ENTRANCE LOCATIONS AND PRECISE DIMENSIONS. 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Ro 122C - --� I 1 `- TANKS 4 I " I i w 22� "i�l� 21C i� �n ' ^ — W 3 i e a 1 IN —33. 6 (O !' f' , U 5 I I I � b I { D' ,- LL CONfiOr €.I '� +. i cnw I I =i I I I T I -; W G ` 1' `' I 1 I I 1 r T I p �1 FE 36.69 ,I l0 1 .r k 0 U I I I= I Q I 2 ` 1.b , � G 1--!---(I� -- I — ( -- I -- I -- I -- I -- I � r - I _� _ I= 3 0, r ' � (.CI � I I I —� G (_i z ;.- 1 0 1 I 10 I I — 1 1 © o i. Z 21G n I GC 21J 1 ® I_ I I ® I ® I O a- i 4 t,` -t 1 I I I o c.; ( I 218 I I I I I I i �,r__ i I t 24A I ``r 1 I `r I` " f I I , f #1 _,.. l —� { 21D 1 i,. i I ; I A :''$ , I UGT UGT UGT — APPROX. c.o., I MURPHY OIL WILL CON,NECT :i , :,,_.. INV=30,07 i i 1 3 4" W UGE UGE 3/4".W F �: r':, TO AN EXISTING 2 RECLAIMED 1 i f' �� o t I."..i f.=.J> !3#..Jr ;, �,-. i1 ' 21E WATER, SERVICE STUB=OUT I 1 p t 240 �� 306 3oA 2zo 22e .;= I I CONSTRUCTED BY OTHERS 1 `' 21A (Tm') I r 1 i r a 23A FO,-�, i TO IRRIGATE PROPOSED I 1 ,' 3 , x ! E� LANDSCAPING_ 1 1 ��� 21F 30A 306 25A I Ij 11 25C f P t I , I� t i 1 1 € t; Ii° 23D i s ,# I '} r i £ 1 r �. '1 ! .I It { .. 1 - 1- t. I I .1 ' 236 z r x. {: PER SCOTT LORENL A ( R 1 1. , �;.k ; f„ 1 t 1:'.I I ELL SOUTH 407 302-7`6•.11 A � 1 ( ;I..� 23E 1.�:: .; ' ' t . ' t .�_fi, , . $. PAY I € 1€ # AIR�VAC •r r 1 '( t 4 =.; I :.,, :I ( ,.,. L SOU H 1 PONE "., >- BEL T WILL PROVIDE � �- t H .<� PI # i T t F SERVICE AT THIS POINT, IT 1.t ,L 1 j1 O r s I K� `;n WILL ' BE THE RESPONSIBILITY :, ,, ,.,; :; E t _ j! - y. :.,, 3 - l- ,PF F ,. i;'.. ., a. i L-x t 0 F T M R P Y 01 L " -® » — — — -�s-=, ® — — — f HE U H ;i 's.., ,..F 1 r,; i , , n r , .,�,� .� �: O.B. NB . 55 59 W 223.�0 , CONTRACTOR 10 PROVIDE : 1 f r s # I ;; 23C ' #i , I Fr:, DUI Tl =. Y.. CON T TO iE .:. , I _ _. = ".• s w; _ , PROP RTY LI ! :: ...,:..., . , , __.. . E (� E. I 1 r .:: ;,., r . 1 :III :4 i - .>'u; .a '.J t p `,. , .. i PER SHERI McCORKELL AT FPL ?' 1 g:: ;s I «] 407-328-1'909, FPL WILL PROVIDE tz ,_ �� ; SERVICE AT THIS POINT. FPL I F : 'k _ a ' r ;3 ;;� WILL INSTALL A NE"'W POWER POLE i;_ f" I"`:. .,_,., :i ,, ,, _, ( t I ..: f r 1 .. .. . _.: �:.;;Y i i . AND PROVIDE A HAND HOLE _AT _ _ _.._ .:.._....... _ _ ,__ _. THE BASE OF THIS POLE FOR {y i i _ . ° ,- ` I', 1 �, .. A� LF UNDERGROUNb SERVICE. j f �' _`i A k ,. { _„„ I ,, j .... , . ,., .. .-[:", r _.,: :=s �. ,..: s , } , : ..., , t" ,,, M I,. 7 I r..,. t 1 _. . � P ,. l ti I''::: i :. : .. ,� .. ,. _ . _... .aj... a .. ,. .......,..... ..... . ,,. .. . , n ._, : �!! f' , t i I d I I y/ r. I I L- e ( �` fy ir[ [j¢' f i� {,� ,; E 1, 1 t_11/,,, y I i j.._ t Sk 1 I - Ix o k .. I jl it I;l I ' t ; - �j— Ilia , - BELLSOUTH SPECIFICATIONS: {Ia I 1S j.1 I s• i 11 } r :. (I $ ( } {{fjt7[{j . S / It !s I,. j .. i _" , r 1 . 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(` <° 1 (j��/{��c. r x ` n ff t i i 3i f`' , ` ' I $ . � ✓ 11(( it I I %`� 1 1, Ir $' ;: _ r f 11a', , ' II; I �'`t,� S [ i f _-,-- 1 € 3 ..., Ij ,t �, I .t S I 5 111 # j/f —�— I ! i `1# I } "x i I -, .: y ( 7Si -P E } ,.')4 ": it � " t i p { 3 i r t li - Y f" , c} j f t t{ gg !I _s . k _ ;.� f I{, r I �3 ; , i i I l [ 1 r- I f !r 1 ± -. 1{.� `f-` ,. _ ... ai� _ _..- .ram 1 € r• - t € fi i t � S`iI I o i i {�."II ,.N11 i1_.� �x p� . 1 g s ,,L tie r g F f{> T 1 t } P Ia'{'1{1 i x� . -, ...,;}, till; 1, 1NV �r9 iS. ,r:: '.. t i . ,i` I a I, ,,,,,, i ,,�i.:# I F; F ( 1 - r. 1 f s`• 1 1 I d 3 i r;: i3. w.. - I t' ,4.1 I i 4 fj^�.. �'? :�:, �� 1 -.- i < r•_.° ; �.. �, 1 tl { 3 �,. i '�' i 'd'.X+x f 1, i ji �-: _ 4 I : i r`Y ! t:.. lr •, ' Ir r ,, ,i a. , ! i I i t $ I = ; t I., I 1 /i';t Y t i t I" } I I', I I 4 _i 3 I',,j I J " i i s i , _ I :-' f` - 1 s 0 20 40 SCALE AS SHOWN Avoid cutting underground utility lines. Ifs costly, Call before you ®,l g 1-800-432-4770 A A S 8"x2411x24"— CONCRETE COLLAR WITH 4" x 4" WIRE MESH REINFORCMENT CLEAN OUT IS TRAFFIC BEARING U.S. FOUNDRY NO. 7621 REVERSIBLE HANDHOLE RING AND COVER OR APPROVED EQUAL SHALL BE USED, COVER TO BE PAVEMENT CAST WITH "S" IN THE CENTER. r ROCK BASE �L�J STANDARD WYE SHALL BE USED AT CLEAN OUT. SECTION "A -A" SANITARY SEWER SERVICE CLEANOUT IN PAVED AREA MT.8. U ILITY LE ND . �- MURPHY OIL LEASE LINE — — — — UTILITY EASEMENT XX LF 6" PVC S.S. @ X.X% SANITARY SEWER SERVICE UGE UNDERGROUND ELECTRIC SERVICE UG 1 UNDERGROUND TELEPHONE SERVICE 3�4-W WATER SERVICE FO FIBER OPTIC SERVICE a *i ,$ LIGHT POLE 0 UTILMES (REFER TO CITY OF SANFORD UT1LffY STANDARD DETAILS SHEET DET001— DET003) 21 A 3/4" WATER LINE 21B 5/8" WATER METER 21C METERED DOMESTIC WATER SERVICE ENTRY PER MADISON PLANS (SEE SIZES THIS SHEET) 21D REDUCED PRESSURE BACKFLOW PREVENTER 21 E 45' ELBOW 21F WATER SERVICE CONNECTION (DOMESTIC SERVICE TAP) (PER LOCAL CODES) 21G 1" IRRIGATION METER 21H EXISTING FIRE HYDRANT 21J IRRIGATION REDUCED PRESSURE BACKFLOW PREVENTER . 22A SANITARY SEWER LINE 22C SANITARY SEWER SERVICE ENTRY (PER MADISON PLANS) 22D POINT OF CONNECTION TO SANITARY SEWER STUB -OUT PER SANFORD UTILITY SPECIFICATIONS. . 23A PROPOSED ELECTRICAL SERVICE 23B PROPOSED TRANSFORMER PAD LOCATION (POLE MOUNTED) 23C PROPOSED ELECTRIC POLE 23D ELECTRIC SERVICE CONNECTION POINT 23E PROPOSED HH-ELECTRICIANS SOURCE PT. 24A PROPOSED 2" TELEPHONE CONDUIT 24D TELEPHONE SERVICE CONNECTION POINT 25A PROPOSED 2" FIBER OPTIC CONDUIT 25C EXISTING FIBER OPTIC PULL BOX (TRAFFIC BEARING) ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE "H-20" LOAD RATED, THE TYPICAL PULL BOX SIZE WILL BE 18"x24%24". DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. ACCEPTABLE FOR MOST LOCATIONS IS A "QUAZITE" PG1730BA24 BOX WITH PG1730HAOO LID. (STRONGWELL, LENOIR CITY DIVISION, 800-346-3062) OR APPROVED EQUAL, THE PULL BOX SHALL BE INSTALLED PER THE MANFACTURER'S SPECIFICATIONS WITH A CONCRETE COLLAR AND A MINIMUM OF 8" GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48%48%24" PRECAST CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR. 30A VERIFY LOCATION AND DEPTH OF EXISTING UTILITY BEFORE CONSTRUCTING PROPOSED UTILITY 30B LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY KIMLEY-HORN & ASSOCIATES, INC, IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE. ❑ 11TILCTI' ®ETAiLS 22B SANITARY SEWER SERVICE CLEANOUT ������� 11iILITY N�iES A. ALL WATER LINES SHALL BE TYPE K COPPER WITH 36" MIN. COVER. B. ALL SANITARY SEWER LINES SHALL BE SCHD 40 PVC WITH 36" MIN. COVER. C. ALL UNDERGROUND ELECTRIC, TELEPHONE, FIBER-OPTIC CABLE SHALL HAVE A MINIMUM OF 36" COVER, D. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. E. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. F. CONST U R CTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL W I E P RTT N A PROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APP OP I R RATE GOVERNING AUT 0 T H RI Y AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER, G. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SAN TA Y S WER I R E WATER MAIN OR 0 ANY F THE DRY UTILITIES, THE CONT C O RA R SHALL EXCAVATE I VER FY AND CALCULAT E ALL POINTS 0 F CONNECTION AND ALL UTILITY CROSSINGS AND INFORM KIMLEY-HORN & ASSOC. AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN, NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. H, UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL. I. ALL UTILITY CONSTRUCTION MUST COMPLY WITH CITY OF SANFORD STANDARDS. J. ALL TE T G S IN MUST BE PERFOR ED M IN THE PRESENCE OF CITY OF SANFORD UTILITIES DEPARTMENT STAFF. K. TRANSFORMER PAD LOCATION IS APPROXIMATE. FINAL LOCATION TO BE DETERMINED IN THE FIELD BY ENERGY COMPANY. L. LOCATION OF EXISTING SANITARY SEWER STUB -OUT TO BE FIELD VERIFIED BY CITY OF SANFORD UTILITIES DEPARTMENT. M. ALL CLEAN OUTS MUST BE TRAFFIC BEARING AND COMPLY WITH CITY OF SANFORD STANDARDS. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT • RESIDENT MAINTENANCE ENGINEER. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR. EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED ON THESE PLANS. WETLANDS NOTICE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND�OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED WRITTEN AUTHORIZATION FROM WAL—MART AND - WAL—MART CONSTRUCTION MANAGER HAS BEEN CONSULTED FOR SCHEDULING AND COORDINATION. NOTE: SEE ASSOCIATED JGD AND MADISON PLANS FOR EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND PRECISE DIMENSIONS. ''. t i ,i f p I t i f t f 'i s� I[ - - .. i r I 1 J S i•t { t .......... ......:............................. ..... .. ................... ... ................ ...... ... ..... I t, 1 {( i f i L { I f t i. :::'.i:::: .................... ......................... ....... : f .J , i'SE I {{ t S � — ................. .................... ... ..... ....... • ti a r. r t I 1 -r s ...................... :t 8 1D 31' 1 . a , € 'r r 0 .'~ r::::::.. AIR/VAC "� • PA Y • :. . I t r.,:..Z j I ,r" ...........................................: ,', �. PHDNE •1 q , pp N89°55'59"W �— 223.50' E3 f ty{ f ( _ ..... ... S , p r b • g - _ k , � fw t I , s f s r F t v i N. 3 �t r i X� �, { i , F } l P� :Y r rr i ff 11 r, f� it - I t e ti tit 'r f t , jj....... ------ - --- t a ..---- ��.i�b§�`fttrdu�aaFx.1.� SCALE AS SHOWN PAVING LEGEND NOTE: REFER TO JGD SHEET YD-4 AND YD-5 FOR PAVING DETAILS, SPECIFICATIONS, AND CONSTRUCTION SEQUENCE CURB LINE ... `.; HEAVY DUTY CONCRETE PAVING (10" THICK) HEAVY DUTY CONCRETE DUMPSTER PAD (8" THICK) REGULAR DUTY CONCRETE PAVING (6" THICK) EXISTING HEAVY DUTY ASPHALT PAVING Avoid cutting underground utility lines. It's costly. L PAVING NOTES Call NOTE: REFER TO JGD SHEET YD-4 AND YD-5 FOR PAVING DETAILS, before you SPECIFICATIONS, AND CONSTRUCTION SEQUENCE V18A MATCH EXISTING PAVEMENT ELEVATION 1-800-432-4770 18D TAPER TO MATCH EXISTING CURB ELEVATION 70A STANDARD CONCRETE CURB (REFER TO JGD SHEET YD-5 FOR DETAIL) 70C SECTION AT JOINT OF CONCRETE AND ASPHALT GENERAL PAVING NOTES 1. CONTRACTOR SHALL MAKE EVERY EFFORT TO NOT DISTURB EXISTING PAVEMENT. DISTURBED PAVEMENT SHALL BE RESTORED TO MURPHY OIL/ WAL—MART SPECIFICATIONS. 2. PAVEMENT SUBGRADE TO HAVE ADEQUATE DRAINAGE. REFER TO JGD SHEETS YD-4 AND YD-5 FOR DETAILS AND SPECIFICATIONS. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS, CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED WRITTEN AUTHORIZATION FROM WAL—MART AND WAL—MART CONSTRUCTION MANAGER HAS BEEN CONSULTED FOR SCHEDULING AND COORDINATION. NOTE: SEE ASSOCIATED JGD AND MADISON PLANS FOR EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND PRECISE DIMENSIONS. i I I Liu »u cfl z z ��� •� O , 6d/ U (n Q � Z�w Q 000 w =_jQ Cn t--- w o Q Oi > CL H Q O (y) 0 W = X O x LL-0 N �Q W T 00 W CC O ces C� o ® .� w� i >: ICE LL C cn cd r-- C0 o U o T ll! � =i CO 00 C13o 0)� m �.B cv c® z 43 lb CC)Lo (0 U N T- O O C N O c O U W . rn N � s Co Q Q CL L� d w o CS LW O CE I V Cz w o q m m w E Ot Q ®>zz c O m F- E Owe OU x eT r Q o W in � u� u w 'VJ- t U) rL ED roL U CD OO U U 0 Q CA oL m EX - 0 G 14 I � ­! . 01 00 .� Q . v� co 01 -, L7 :: j I tap . _�,; i 0 Iq f 0 10 . ,,, c- 0 _ t y (5 5 14 t % I _ f A. § , "` " - r. rb p I k - {{ , s r0 i ' /' it.. 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X , r �:,..; s i .:�.._�_. ,.__ ,,,_ ,. .-_. _,., _, .-_-__.., ., _ .:.-»_..:._ PROTECT EXISTING LAND5CAPE I i I P, { .. .. 4 , I, 11i' } s { r MATERIAL UJITN FENCING t } �, ' �. I11 x _ _ t i 1 f I I Pip �i; f«- '`a. f f 11 ,• n t I r 3 L F `, i 3 F _ .. .,.. FMB. - ,v. - - . { k I �� I I. - • -,. L,_y. » ai ) i E ' f , I -- ? i- # I. t r 0 „> , r s: I I'tsa I a, { 3 6 v' r r . ! I ,. ..,.,.... »",.. . a __, . : ' j i ..Y` t ra 1..J ry { :,:''., , ,.: ,,J7 _,'.r'•` 1 '�i I` '' -e is .. '7 ` I .. r 1 J 5 t r - .- i 3 ,r 7 r i. ., .._ ,. r i s r _ �, f 1. f.1. "� 1�� f r f "C } r i t / b f'" - U { 3 sc - - �' �t I r i,1 1-1 1I ik ��� 5 } .. PLAINT L15T SYM. OTY. BOTANICAL NAME COMMON NAME SIZE/REMARKS TREES ® QV 7 QUERCUS VIRGINIANA LIVE OAK 12' HT.X 5' SPR., 4" CAL., SINGLE VIV STRAIGHT TRUNK, 5' C.T., B&B 1. PROTECT TREE TRUNK WITH m IA 9 ILEX x ATTENUATA EAST PALATKA HOLLY 12' HT,X 5' SPR., 3" CAL., SINGLE TRUNK BLACK RUBBER NOSE. O 2. 410 GAUGE WIRE (NOTE FOR EAST PALATKA E ® LI 3 LAGERSTROEMIA INDICA CREPE MYRTLE 12' HT.X 5' SPR. MULTI, 3 TRUNK MIN, MULTI -TRUCK TREES, GUY TO O.- STRONGEST TRUNK AT CENTER). 4" CAL. (TOTAL COMBINED TRUNKS), 5' C.T., B&B /180°\ // \ 3 T" TWO 6COMMERCIAL GRADE f PLAN I80° / SHRUBS AND GROUNDCOVERS AGA 29 AGAPANTHUS AFRICANUS LILY OF THE NILE #3, 12".HT. MIN, 18" O.C. OILL 196 ILLICIUM FLORIDANUM FLORIDA ANISE #3, 30".HT. MIN, 30" O.C. OPIT 46 PITTOSPORUM TOBIRA PITTOSPORUM #3, 24" HT., 24" O.C. MISCELLANEOUS SOD TBD STENOTAPHRUM SECUNDATUM ST. AUGUSTINEGRASS CERTIFIED SOD, 100% INSECT/DISEASE FREE, SF "FLORITAM" LAID TIGHT, ROLLED MULCH TBD MULCH MULCH 3" LAYER, SHREDDED, 'FLORA -MULCH' OR EQUIVALENT FOR PLANTING BEDS, TREE RING'. TBD SOIL MIX PREPARED PLANTING MIX PER SPECIFICATIONS TBD FILL BACKFILL FOR BERMING CLEAN, WELL -DRAINING SAND / SANDY LOAk -it- ,REDLINE EX15TING LANIDSGAPE . J \ i " . � 1> � WAL-MART PROPOSED GRAPE MYRTLE =1_ %'; 'Ii " �,_ I Y WAL-MART PROPOSED LIVE OAK �, 'k°<`-•._ ,. `` fJ , WAL-MART PROPOSED EAST PALATKA HOLLY .- - ,P ( __1,_ , ,� WAL-MART PROPOSED SYCAMORE 'IT" - POST "SPACED EVENLY AROUND TREE. 4. 3" MINIMUM OF CYPRESS MULCH COMPACTED OR AS SPECIFIED. 5, SOIL BERM TO HOLD WATER. 6. FINISHED GRADE (SEE GRADING PLAN) 7. TOP OF ROOTBALL MIN. I" ABOVE FINISHED GRADE 8. B � B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). q. PREPARED PLANTING SOIL AS SPECIFIED. 10. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. "TREE SAVER" ANCHORING SYSTEM MAY BE SUBSTITUTED FOR "T" - POST STAKING SYSTEM UPON APPROVAL BY OWNER OR LANDSCAPE ARCHITECT Small Tree Planting Detail (14' OR LESS) SECTION NTS I I I I I ._ ..{_,. ,-_ .--.._.... _ it Pal , t aY#r ii W. t e v e' J S , ,f,.w f - `.l, • P{f 311' i f �.; I t {�/ _-.. .,._ # .,rl/ 'i r kF f - , i , ,r` t :_ { 4'. �,. �. , .r 1' J I i Y F s t -_ 3f �11 .!fA5,L_,E s ��4/ &45F0.19 IAA, l +/- t I (n t / ;_, f f. / . fr t / fio ° .I I & 4'= NOTE: PLANT TREE 2"4" ABOVE EXISTING GRADE LANDSCAPE NOTES Avoid cutting underground utility lines. It's costly. Cali Ir CONTRACTOR TO REFER TO WAL-MART SPECIFICATIONS FOR ALL LANDSCAPE AND IRRIGATION WORK ON THE WAL-MART PARCEL. - \ before you u d 2. CONTRACTOR TO PROTECT EXISTING LANDSCAPE/IRRIGATION MATERIAL, O D tj Y 3. SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE �J 1-800-432-4770 TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OUJNER, AS NEEDED, THE AREA SHALL = THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. (SEE LANDSCAPE SPECIFICATIONS FOR SEED MIX AND PROPER APPLICATION RATE), ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 0 20 40 4. THE MURPNY STATION WILL NOT DROP WAL-MARPE) GREEN SPACE BELOW THE CITY'S REQUIREMENTS. - - - 5. CONTRACTOR TO VERIFY LOCATION OF WAL-MART'S IRRIGATION SYSTEM, VALVE BOXES, CONTROL BOXES, BACKFLOW PREVENTION SCALE AS SHOWN DEVICES, AND OTHER ITEMS WHICH ARE PART OF THE SYSTEM. IF DAMAGED THEY MUST BE FIXED AT CONTRACTOR'S COST. n G S SouR E f IUM G DE NURSERY STOCK. PLANTo MUST BE HEALTHY VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. CONTRACTOR TO SUPPLY NURSERY IA TO B EM RA A MATE L E PR o ALL L NT R P FOR ALL PURCHASED MATERIAL. NO BARE ROOT OR PARK GRADE MATERIAL WILL BE ACCEPTED. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 7. CONTRACTOR WILL SUPPLY, PLACE AND FIN15H GRADE TOP501L IN QUANTITIES SUFFICIENT TO ENSURE MINIMUM DEPTHS OF 6' IN ALL LAWN AREAS, AND 24' IN ALL PLANTING AREAS. EXCAVATE ALL 15LAND PLANTERS TO A DEPTH OF 24' BELOW TOP OF CURB TO REMOVE ALL CRUSHED STONE OR OTHER COMPACTED MATERIAL. TOPSOIL TO BE NATURAL, FERTILE, FRIABLE AND FREE OF CLAY LUMPS, STONES, STUMPS, ROOTS OR SUBSTANGES 2' OR MORE IN DIAMETER. /11 8. PLACE TREES 50 AS TO AVOID ANY CONFLICT WITH 5TORMDRAIN/UTILITY PIPES. l•� t f I +" 9, PLANTINGS SHALL INCLUDE 3' LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL DECIDUOUS TREES IN LAUIN AREA SHALL BE MULCHED WITH A 3' DIAMETER CIRCLE OF SHREDDED " ,.,/ HARDWOOD BARK MULCH, 3' DEEP. 10. PLACING OF LANDSCAPING MATERIALS ON UTILITY EASEMENTS, OTHER THAN WATER AND SEWER, WILL BE ALLOWED ONLY WITH APPROVAL OF ALL UTILITIES OCCUPYING SAME. h- fr _ 11, NO SUB5ITITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OR OWNER. f /` -. , 12. PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF QUANTITY DISCREPANCIES, THE DRAWING SHALL TAKE PRECEDENCE. I OF SIXTY S FOR A MINIMUM 5 ONSIBILITIE t MAINTENANCE RE P CONTRACTOR SHALL ASSUME OWNER. THE C NTR R 1:, 13, ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY LANDSCAPE ARCHITECT AND/OR O ER E K AL A AREA S IN TO KEEP L LAWN IONS NECESSARYE N O ERAT AND OTHER P N WEEDING, ;, •.. (6>a) DAYS OR UNTIL SECOND GUTTING, WHICHEVER IS LONGER. MAINTENANCE SHALL INCLUDE WATERING, SHOW A UNIFORM C FAIL TO AREAS WHICH v GERMINATED, R •" A THRIVING CONDITION. UPON FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES. AFTER LAWN AREAS HAVE ER STAND OF GRASS FOR ANY REASON WHATSOEVER SHALL BE RE -SEEDED REPEATEDLY UNTIL ALL AREAS ARE COVERED WITH A SATISFACTORY STAND OF GRASS. MINIMUM ACCEPTANCE OF _,,...,_...-_, _ SEEDED LAWN AREAS MAY INCLUDE SCATTERED BARE SPOTS, NONE OF WHICH ARE LARGER THAN I SQUARE FOOT, AND WHEN COMBINED DO NOT EXCEED 2% OF TOTAL SEEDED LAWN AREA. OWNERTHE OWNER SHALL A55UME MAINTENANCE NANGE RESPONSIBILITIES FOR ALL 14. GUARANTEE OF PLANTS FORONE (U YEAR SHALL BEGIN AFTER ACCEPTANCE BY LANDSCAPE ARCHITECT ANDlOR . PLANT MATERIAL INCLUDING WATERING, WEEDING, MULCHING, AND SPRAYING, AS NECE55ARY TO KEEP PLANTS FREE OF INSECTS AND IN A HEALTHY VIGOROUS CONDITION, CONTRACTOR SHALL , REPLACE WITHOUT COST TO OWNER ANY DEAD OR UNACCEPTABLE PLANTS, AS DETERMINED BY LANDSCAPE ARCHITECT AT END OF ONE (1)YEAR GUARANTEE PERIOD. / 15. ANY DISTURBED AREAS ON WAL-MART PROPERTY SHALL BE REPAIRED PER WAL-MART SPECIFICATIONS. f 4 5 16. LANDSCAPE PLAN HAS BEEN DESIGNED PER MURPNY OIL PREFERRED REQUIREMENTS. { F q l t E F 1 _t f f LA �r f1J ``= REQUIRED PROVIDED INTERNAL LANDSCAPE AREA 10% x PARKING AREA 150 SF 200 SF MIN. PER AREA 2 END ISLANDS Q 200 SF 400 SF ONE AREA/END OF PARKING ROW 2 AREAS 2 AREAS 1 CANOPY TREE/AREA 2 CANOPY TREES 2 CANOPY TREES 5 SHRUBS AREA 10 SHRUBS 30 SHRUBS /, 111 f ADJACENT PARCELS _`<=F`f NORTH 10' WIDE 10' WIDTH 1 TREE/40 LF & HEDGE 162 LF/40 = 4 TREES & HEDGE 5 TREES &HEDGE I EAST 10' WIDE 10 WIDE HEDGE 2 TREES & R E 40 LF H 1 T E S &HEDGE / 62 LF/30 2 TREE °,j 10' WIDE \ SOUTH 10 WIDE PROVIDED BY WAL-MART \ 1 TREE/40 LF &HEDGE 125 LF/40 = 3 TREES &HEDGE , 25 WIDE WEST 5 WIDE ".F° ROWS CANOPY TREES O 50' STAGGERED 2 ����D` 2 RO PROVIDED BY WAL-MART4 SUB -CANOPY TREES/100 LF I, FINISH GRADE 1 BEST FACE OF SHRUB%'-•---___ 2. BACKFILL WITH PREPARED GROUNDCOVER TO FACE PLANTING SOIL MIX FRONT OF PLANTING BED. + + + AS SPECIFIED, 3 I CLOTH NOTES: . FILTER TWICE ROOTBALL REFER TO PLANT + �1 _ -I-' DIAMETER 4. 12"±CLEAN SAND, SCHEDULE FOR SPACING I. PRUNE ALL SHRUBS TO ACHIEVE COMPACTED. + + A UNIFORM MASS/HEIGHT - - ADJUST LAYER THICKNESS MAINTAIN 12" DEAD ZONE _ ��(�r ` �T n t1 (rgT ., iifl�T1(J2 LO �OPIOABO�TBNSNEDALL 15 AT AT BED EDGE. PLAN VIEW 2.TOP OF SHRUB ll� ll - - ROOTBALLS TO BE - A � GRADE. i u I 04 �, _ HIGH .� PLANTED 2 NG 0 3 0 DRAIN PL N I 0 BOTTOM T D R - � z .. - 5. SLOPE B TT �, I U �- a : ' � I IL MOUNDING P N o WITH SO ii U + HOLE E ED H 6 _ m AU R . IS G 3 � � _ 4 Q Lu H TOP F T OTE 1 2 _ O 11 F ou H A E I G 4 P ENETR T T R 0 ROOTBALL. A E Q OCCLUDING LAYER OC L NG I1 [ , _ �t WATER TABLE OR TO A 3. 3 MINIMUM OF CYPRESS MULCH , - "''V - - O DEPTH OF 7' TO ASSURE COMPACTED OR AS SPECIFIED . I� F PROPER PERCOLATION. O 7. BACKFILL WITH 1/2' - 3/4' 4. EXCAVATE ENTIRE BED SPECIFIED , GRAVEL. FOR GROUDCOVER BED: T+ 1 __ _7 8. WATER TABLE °� , 5. FINISHED GRADE (SEE GRADING ' O NOTE: °°� Q PLAN). :� _ a- •1 8 FOR A PARKING ISLAND � ` I, G. PREPARED PLANTING SOIL AS _ �w PLANTING SITUATION, °. r IL 1. T>T- 7 SPECIFIED, NOTE: WHEN GROUND- CONTRACTOR TO BACKFILL -1 k ?, l- ' ;;` -1- ILL COVERS AND SHRUBS USED IN ENTIRE LENGTH OF PLANTING cif- a , [[ F MASSES ENTIRE BED TO BE AREA TO WITHIN 6" OF BACK - :;' �t-lr _l - I�Ir tl� AMENDED WITH PLANTING PAVEMENT.BR EDGE OF ,;:. �� SOIL MIX AS SPECIFIED. Poor ®rains Condition Detail} - R. �� 7. SCARIFY ROOTBALL SIDES { , AND BOTTOM. SECTION NTS 1 f�t _1f O6 �jttl r - 0 NOT PILE MULCH AGAINST RUNK OF -TREE "-6" OF MULCH OP OF TREE BALL OVER SAND RING WITH I" IF MULCH SE WATER TO WORK TOPSOIL INTO EIR POCKET AND INSTALL TOPSOIL ;ING, 4" HIGH 6"-10" WIDE TO ;ONTINUE TO FILL AIR POCKET. :XISTING GRADE 'XTEND MULCH G` BEYOUND ;ING EDGE :XISTING SOIL BASH SAND OR TOPSOIL INTO AIR POCKETS FREE SPADE ROOT BALL =E TRUNK )OF ROOT BALL POCKET BETWEEN TREE _L AND EXISTING SOIL Planting Detail for Machine Dug Trees 90" and 14' 2' TUNDRA WEIGHT, ORANGE FLAGGING AT 3' O.C. T-BAR POSTS 10' MAX C-C s 10' MAX C-C Tree Protection Pence Detail Shrub/Gr®undc®ver Planting Detail SECTION NTS NTS 14-1/2 GAUGE BARBED WIRE WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, MAX, 6" MESH SPACING) FILTER FABRIC OVER WIRE FENCE ,-EXISTING GRADE j_ WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, CO ( MAX, 6" MESH SPACING) WITH FILTER CLOTH COVER FILTER FABRIC O G ON UPHILL SLOPE -1 5� OF WIRE BENCH to 3" X 6" TRENCH FLOW _ GRADE I FINISH GRADE COMPACTED BACKFIL A J zI �, -, .. �- ,:., �_ I �11.1 w,e % ., ... ar-7 kJ ', 1 �MJ , 9 a_ w Q N > :�i C U w 0 ON z Y � �_ D U N_ 0 o N Q m () 0L_ w I i , CO C) �- 1- I LL Co! < Ir- N i. C\I i w m U_ .j 1w I _ � I cry t C Cd Cl ® U o W w .. I v f� _ �«y� w V/ �. W o ' I' CO CD Z I (D Q c cm 0)w a) ' y I �L o ti`� N z . L ti cm aiti(0� W NNU V O , c a a�``'� � o Lz , 4 0 •1' v co w m m L�O � � F Q_ b> O ::D Q, ° (D a) Z Z . I o� . c o cA m F- E o O U NQb 'd' c - c I- 0 0, � - z N M o O © W 0)(0 U IT- U 0)u r- LJ CC IU__ II--1 UR) (( )' I G (0-C . `�U C--^� u 7 V U 0 `�� ° Col- coo CJ W) © (o .-� `° 1\ p ro� 11w 1_4 0 I> - =, 3L Cn)- cc �f k I, 7 l3� # tv fq­ t 'ikatJ41.i` i �G# 3iviFsi�ir�'s t # 3��F �fki t} � I; fit, a i �sa31! �ffi f�� tiles€ '` =t� t tZ I k I j 1 !} I { 4 i f it t i I pp �(f 1 t L 5. t 4p u i f # t I I 11 } I I{ t .I ih� EE i 1 1Fi, a Ix I 1E E( I jtt( 1 f� it y �I { iI f f l f I it !t s i l ' E¢ It: , } j f 3 4 .4l r i s i I t t Pop—up Head on Funny Pipe FINISH GRADE — SPRAY HEAD POLY ELL — FUNNY PIPE (LENGTH AS REQUIRED) POLY ELL PVC TEE PVC LATERAL LINE —� i � I � � € . •I� „, •fix I i it � S t 1` � t •ql I I III f 1 � ;• I �t_ �� t it I•## � � � ' I�� i II I F, Fli t 3/4" . 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O C) = 1=III=11I—III—I I=1I I=1I I=1I I —I I NOTE: INSTALL SPRINKLER t 1=111—III=III=1 : ABOVE FINISHED GRADE I I1= I =III=I I I1=1 1=III=Tl=1I I=11 1=1 I I=1 I I-=1 � i' _ II II—III=_ll II-III=i — APPROVED BACKFILL NIPPLE /j-- LATERAL TEE i— LATERAL PIPE TOfRO SFfRAY NOZZLE ON STAND - FIFE WITH 5HRU5 AD TO ___---_-------._._-- _-- — SCALE: NOT TO SCALE 1 /4" x 2" Metal Strap Avoid cutting underground utility lines. It's costly. C a I I before you DTg 1-800-432-4770 0 20 40 SCALE AS SHOWN LEU0""ENFU" 0 RAINBIRD 1806—MPR-15EST .61 GPM @ 30 PSI ® RAINBIRD 1806—MPR-15SST 1.21 GPM @ 30 PSI RAINBIRD 1806—MPR-10Q .39 GPM @ 30 PSI RAINBIRD 1806—MPR-10H 79 GPM . @ 30 PSI RAINBIRD 1806—MPR-10F 1.58 GPM @ 30 PSI 0 RAINBIRD 1806—MPR-12Q .65 GPM @ 30 PSI e RAINBIRD 1806—fvIPR-12.H 1.30 GPM @ 30 PSI 0 RAINBIRD 1806—(viPR-12F 2.60 GPM @ 30 PSI 9 HUNTER PGP—ADJ-4 1.20 GPM @ 30 PSI ® HUNTER PGP-ADJ-6 2,00 GPM @ 30 PSI �6 HARDEE ELECTRIC VALVE (ULTRAFLOW 700-1) C= 3/4" BACKFLOW PREVENTOR 0 1 IRRIGATION �,� �I ON R METER E CONTROLLER (RAINBIRD E-6: ) V9 MINI —CLICK RAIN SENSOR W ZONE # / GALLONAGE PER ZONE PVC (MAINLINE (SCHEDULE 4.0) PVC LATERAL LINE (CLASS 20) - - - PVC SLEEVE (SCHEDULE 40) — — — — — — — — — — — IRRIGATION WIRING (12 GUAGE MIN.) NOTES: MURPHY OIL WILL CONNECT TO AN EXISTING. 2" RECLAIMED WATER SERVICE STUB -OUT CONSTRUCTED BY OTHERS TO IRRIGATE PROPOSED LANDSCAPING. t— r CONT ALTO TO r Ir--Y OC T 10 O uJ,•-�f S R R �R L A N F L MART IRRI.�ATION SYSTEM, VALVE BOXES, CONTROL BOXES, BACKFLO.0 PREVENTION DEVICES, AND OTHER ITEMS WHICH ARE PART OF THE SYSTEM. IF DAMAGED THEY MUST BE FIXED AT CONTRACTOR'S COST. DO NOT SCALE PLAN FOR EXACT HEAD LOCATION, ALL RISERS SHALL BE PAINTED FLAT BLACK THE CONTRACTOR SHALL MAKE ALL ADJUSTMENTS 'I`O -iHE IRRIGATION SYSTEM TO INSURE 100% COVERAGE. THE CONTRACTOR SHALL RUN 3 ADDITIONAL SETS OF WIRES IN EACH DIRECTION TO EACH END OF THE MAIN FOR FUTURE USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HARD WIRING THE THE ELECTRICAL SERVICE CONNECTIONS. THE FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE OWNER. ALL MAIN DINE SLEEVE LOCATION ARE ACCOMPANIED WITH A 2" ELECTRICAL CHASE FOR THE CONTROL IUIRING . VELOCITY SHALL NOT EXCEED A FLOW RATE OF 5' PER SECOND, (0" POP-UP HEADS SHALL BE USED IN SODDED AREAS AND 12'' POF-UP HEADS SHALL BE USED IN LANDSCAPED AREAS, - ED 7 NOTE: Min. thrust block size shall be 2 cu. ft.. THRU5T BLOCK DETAIL 2' x 2' A Z_ Valve Anchor SLEEZE SCHEDULE PIPE SIZE SLEEVE SIZE 31411 1--1/" 1" 2" 1-1 /4" 2 —1/2 1-1/2" 2 1 /217 2„ 3" 2-1/2" 4" 31 4" o" -`ii : 11 rn ^r 1-1 of - 0 6 LP n2 O n1 11) a fl< Cn -* In U I 11 v c- �1, 0 nI r- 6 IRRIGATION SPECIFICATIONS SECTION 02810 LANDSCAPE IRRIGATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Installation of underground, automatically controlled lawn and shrub bed irrigation system, including, electrical connections, connections to water mains, and necessary accessories. B. Provide and execute Extended 2-Year Maintenance Agreement. 1.04 QUALITY ASSURANCE A. Piping Installation shall be performed in accordance with Section 02660. B. Following Installation, make final adjustments to lawn irrigation system prior to Owner's final inspection. 1. Flush system completely, with nozzles removed, to remove debris. 2. Verify sprinkler operation and alignment for direction of .throw. 3. Check pop-up spray nozzling for proper arc of spray. 4. Insure uniform distribution exists. C. Following final adjustment, operate entire installation to demonstrate complete and successful operation of equipment. . D. Guarantee installation for 1 year from date of final acceptance for following: 1. Defects in material, equipment, and workmanship. 2. Repair of damage to premises resulting from leaks or other defects in material, equipment, and workmanship to satisfaction of Owner. E. Repairs, if required, shall be done promptly at no cost to Owner. 1.06 PROJECT RECORD DOCUMENTS A. As -built drawings: 2 sets, noting exact locations of elements and changes to Construction Drawings• B. Operation Manual: 2 copies, bound In 1-In. diameter three ring binders, Indexed and tabbed for easy reference, and labeled on spine and cover. Manual is to include following: 1, Approved submittals as specified herein. 2. Installation Instructions including mounting details for control valves. . 3. Operating Instructions: a. Winterization procedures b. Recommended operation sequence, frequency, and length of operation cycle, as per relationship to estimated absorption rate, evaporation rate, and anticipated flow. 4. Maintenance Instructions: a. Items requiring manufacturer's product data, installation, and maintenance Instructions. b. Complete warranty information, complete and mail to manufacturer and provide copies to Owner. C. Controller Chart: Prepare color coded chart, reduced in size containing same plan information as As -Built drawings, and laminated in plastic on both sides, with following specific information: 1. Note routing of control wires. 2. Identify valves as to size, station number shown on controller, and type of Irrigation head on each valve. 3. Delineate each station's limits of coverage by color coding, with each station having different color showing its area of coverage. 1.07 PROJECT CONDITIONS A. Visit site and become famillor with nature and location of work, existing conditions, and conditions that will exist during installation. B. If irrigation work Is part of General Construction Contract, then meter shall be provided by Plumbing Subcontractor in accordance with Section 02660. C. If Irrigation work is not part of General Construction Contract, General Contractor shall contract with and pay local utility company, including meter deposit, to tap watermain and install meter(s) required. 1.08 QUALIFICATIONS A. Minimum of 2 consecutive years experience In area of project and having Installed other jabs of similar size and scope. . 8. Provide minimum of 3 references and list of similar projects with owner's names, addresses, and telephone numbers, when requested by Owner. PART 2 PRODUCTS 2.01 GENERAL Acceptable manufacturers shall include: 1. Rain Bird Sales, Inc. - Turf Division 2. The Toro Company - Irrigation Division 3. Hunter Industries - 2.02 PIPE A. Polyvinyl Chloride (PVC) Main Line: Pips shall conform to ASTMD 2241, Schedule 40. B. Polyvinyl Chloride (PVC) Lateral Line: Pipe shall conform to ASTM D 2241. Class 200. C. Flexible Polyethylene ((PE Lateral Line: Pips shall c nfo m to ASTM D 2239. SDR 11.5. PE23, rated at 100 PSI, Nat�onai Sanitation Foundation IQNSFS approved. Subject to approval of Owner, shall be utilized for laterals in areas where ground Is ' subject to freezing for extended periods of time each year. D. Pipe sizes 2-1/2in. or smaller shall have bell and socket joints. E. Pipe sizes larger than 2-1/21n. shall have snap connections with rubber gasket joints. Thrust blocking shall be required in accordance with Section 02660. 2.03 FITTINGS A. Sleeves: Sleeves shall conform to ASTM 0 2241, Schedule 40, Minimum diameter of 2-in. or 2 sizes larger than pipe scheduled to pass through them. B. Plastic Fittings: 1. Polyvinyl Chloride (PVC) Main Line Fittings: Fittings shall conform to ASTM D 2241, Schedule 40 or 80. 2. Polyvin Chloride (PVC) Lateral Line Fittings: Fittings shall conform to ASTM 0 2241, Schedule 40�or 80. 3. Flexible Polyethylene (PE) Lateral Line Fittings: Fittings shall conform to ASTM D 2609, Type 1 PVC Insert fittings designed for used with this type of pipe. Pipe and fittings shall be joined with stainless steel pinch clamps or wormgeor clamps, including stainless steel screw. 4. Risers above finished grade shall receive 2 coats of black exterior semi -gloss enamel paint. C. PVC Solvent Cement: Cement shall conform to ASTM D 2564. D. Swing Joint Connections: Connections between heads and laterals shall be thick wall, flexible, polyethylene pipe, with fittings that have male barbs on one end and either male or remote screw ends oppos(te. Glue fittings and female barb adapters are not allowed. Pipe and fittings shall be one of following: 1. Rain Bird SP swing pipe with SS spiral barb fittings 2. Toro Funny Pipe and Fittings 2.04 GLOBE VALVES - 3-In. or Smaller Cut off or isolation valves shall be as manufactured by Red -White Valve Corporation, Carson, CA. or ,approved equal. 2.05 MECHANICAL JOINT VALVES - Larger than 3-In. A. Cut off or Isolation valves shall be of cast Iron and bronze construction and have fusion bonded epoxy coated, exterior and interior, finish as Resilient Wedge Valve, manu-factured by Clow Valve Co., Oskaloosa, Iowa or approved equal. B. Provide with each valve a valve key and. cast iron cylindrical valve box with top. 2.06 QUICK COUPLER VALVES Each with key having 3/4-in. male top pipe threads for hose connection, shall be one of following: A. Rain Bird model 44NP Valve with model 33K Key B. Toro 470 Series Valve and Coupler Key 2.07 ELECTRIC CONTROL VALVES A. Rain Bird PEB Series electric remote control valves B. Toro 252 Series plastic valves C. Provide water -tight connectors as Scotch Lock or Rain Bird Snap Tight connectors with sealant for wiring connections. 2.08 MASTER VALVES A. Shall be electric control valve as specified herein. 8. Size of valve shall be some as diameter of main line pipe as noted on Construction Drawings. C. Provide water -tight connectors as Scotch Lock or Rain Bird Snap Tight connectors with sealant for wiring connections. 2.09 SPRINKLER HEADS A. Full or part Circle Pop -Up Fixed Spray Sprinkler: 1. Pop-up heights: a. Turf - 4-in. b. Shrub and Groundcover Beds - 12-in. 2. Acceptable Products: a. Rain Bird 1800 Series nozzles with 1800 Series sprinklers having Pressure Regulating (PRS) and Seal-A-Matic (SAM) features. b. Toro 570 Series plastic nozzles with 570C Series sprinklers having Pressure Compensating Devices (PCD) and optional check valve unit. c. Rain Bird SAM features and Toro optional check valve units shall not be provided on systems using PE pipe or when heads are to be raised above grade . leaving part of sprinkler body exposed. B. Full or Part Circle Pop-up Gear Driven Rotor Sprinkler, Acceptable Products: 1. Rain Bird Turf ird Rotor Pop-up Sprinkler Series, R-50C Commercial Series, R-70 Series, with Seal-A-Matic kSAM) check valve. 2. Toro Super 700 Sprinklers Series S700C Commercial, with check valve. 3. Rain Bird SAM features and Toro optional check valve units shop not be provided on systems using PE pipe or when heads are to be raised above grade leaving part of sprinkler body exposed. 4. Hunter Professional Series G - Type (P6P-ADJ, 360) 2.10 VALVE BOX Valve boxes shall be manufactured by Ametek, Plymouth Products Division, Sheboygan WI., or approved equal. A. When used wltjr single valve, provide Economy Turf Box with black colored snap fit cover labeled "Valve Box . 8. When used with 2 valves, provide Jumbo Box with 20-in. x 14-in. cover opening with cover labeled Control Valve". 2.12 CONTROL WIRE Number 14 size minimum copper wire, U. L approved for underground direct burial. A. Colored wire shall have some color coding as shown on controller. B. Provide single wire from controller to each valve. C. Provide common neutral from controller to each valve. �Provide two extra sets of wire (2 control, 1 neutral) to each end of main for future use. 1f loop system, provide to equal number of valves In each direction). PART 3 EXECUTION 3.01 PREPARATION A. Hydrostatic Tests 1. Request the presence of the Owner In writing at least 48 hours in advance of testing. 2. Testing to be accomplished at the expense of the Contractor and in the presence of the Owner. 3. Center load piping with small amount of backfill ti prevent arching or slipping under pressure. 4. Applying a continuous and static water Pressure of 75 psi when welded plastic joints have cured at least 3 hours and with the risers capped as follows: a. Main lines and submalns to be tested for three hours. For O-ring gasket pipe, the allowable leakage shall not exceed the number of gallons per hour as determined by the following formula: L=SD(P) .5 1332d0 in which: L - Allowable leakage, in gallons per hour S = Length of pipe tested in feet D = Pipe diameter in inches P = Average test pressure in PSI gauge 5. Repair leaks resulting from tests. B. Layout of sprinkler heads: Stake locations of each sprinkler In accordance with Construction Orawings. If discrepancies in Construction Drawings became apparent, notify Owner of discrepancies. C. Prior to installation receive approval from Owner to proceed with construction along with . proposed revisions required due to test results or discrepancies on Construction Drawings. 3.02 EXCAVATION . A. Excavate trench to proper depth. B. Minimum trench width shall be 3-1/2in. C. Backfill and hand tamp over excavation prior to installing piping. D. Excavate trenches deeper than required in soils containing rock or other hard material that might damage pipe. Backfill to proper depth with selected fine earth or sand. E. Keep trenches free of obstructions and debris that would damage pipe. F. Avoid vo h eatin trenches, electric ducts, storm and sanitary sewer lines, water and gas mains gg when trenching for piping. G. Do not cut sidewalks, paved areas, or curb and gutter when trenching for piping. 1. Provide sleeves under paving prior to installation of paving. 2. Under existing paving, auger bore or tunnel. 3.03 PIPING SYSTEM A. Minimum cover from top of piping to finished grade shalt be provided as follows: 1. Lawn and planting areas: a. Mains and Control Valves: 18-in. b. Laterals: 12-in. 2. Drives or parking areas: 24 inches B. Clearances: Minimum of 3-in. horizontal clearance between parallel lines in same trench or vertical clearance between lines crossing at angles. C. Special Requirements - PVC and PE pipe: 1, Snake in trench at least 1-ft per 100-ft of pipe to allow for thermal expansion. 2. Pipe laterals to drain to low point drains located at lowest elevations of each zone. 3.04 SLEEVING Provide sleeves for both piping and control wiring where either passes under paved surfaces: A. Depths of sleeves shall be some as that required for piping at each location or condition. B. Extend sleeves 12-In. beyond paving at each end. C. Install permanent benchmark at top of curbs for reference to sleeve locations. 3.05 PIPING INSTALLATION A. Do not lay pipe on unstable material or blocking, or when in opinion of Owner conditions are unsuitable. B. Rest full length of pipe section on bed of trench, excavating recesses to accommodote joints. C. Hold pipe securely while Joints are being made. D. Threaded Plastic Pipe: 1. Do not use solvent cement on threaded Joints. 2. Wrap joints with Teflon tape or use virgin Teflon lubricant. E. Bell and Socket Plastic Pipe: Cemented Joints in accordance with ASTM D 2855. 3.06 VALVES A. Do not locate beneath paved surfaces. B. Install plumb to within 1/i6-in. C. Locate within valve box with 6-in. deep layer of coarse gravel beneath bottom of valve. D. Top of quick coupler valves shall be as close to top of valve box as possible. Top of gravel layer shall be 3-In. below top of valve. E. Master Valve: 1. Locate immediately behind backflow preventor. 2. Valve shall be energized by master valve circuit on automatic controller. 3.07 SPRINKLERS A. Install plumb to within 1/16-1n., with top collar, not nozzle, flush with finish grade. B. Provide swing joint with each sprinkler, except where entire head is raised above grade and/or where rigid riser piping is required. C. Heads adjacent to paving and curb: Locate 6-in. from edge of paving or back of curb and 12 inches from building face. d. Install appropriate h ads to provide 100% coverage of all landscaped areas. Irrigation contractor Is to install additional heads tiif necessary) to attain the appropriate and desired cover. 3.08 ELECTRICAL CONNECTIONS AND CONTROL WIRE A. Shall be in strict accordance with latest edition of National Electrical Code and local electrical codes. . B. Provide electrical connection to system as designated on Construction Drawings and as specified herein. C. General: . 1, Do not run control and power supply wiring in some conduit. 2. Provide continuous runs of wire between controller and valves. Splices shall be made with one of following: a, Watertight below ground electrical junction boxes. b. Water -tight connectors, such as utilized for valves, and located within valve box for ease of locating. 3. Bury control wire beside pipe in some trench. Bundle and tape together at not more than 10-ft intervals. D, Expansion Loops: Constructed by wrapping wire around i/2in. diameter pipe to create coil. A 3-ft section of wire shall be used to create 12-in, coil with 6-ft section being used to create 24-in. coil. 1. Provide 12-in. coils at each wire splice, not including valves, and at each change of wire direction. 2. Provide 24-in. coils at each control valve and where each valve enters conduit for automatic controller. 3.09 BACKFILLING A. Sand or fine grained soils should be used for Initial backfill to sufficient depth to prevent damage to pipe from rocks or other debris during compaction of subsequent backfill. B. Fill trench to within 3-in. of finish grade with excavated soil and compact in accordance with Section 02222. C. Fill top 3-in. wlth existing topsoil in planting or turf areas and wheel roll until compaction of backfill is same as surrounding soil. D. Grade backfilled trench uniform with surrounding grades. 3.11 AUTOMATIC CONTROLLER . A. Location and installation shall be as shown on Construction Drawings and approved by Owner prior. to installation. B. Provide rigid conduits for both power supply and control wiring. grade. i. Control wire conduit shall extend to 18 In. below g 2. Secure conduit to wall in manner acceptable to Owner. C. Provide electrical grounding for controller in accordance with manufacturer's written instructions. END OF SECTION 02810 THESE SPECIFICATIONS ARE A REPRODUCTION OF A PORTION OF THE CONSTRUCTION DOCUMENTS. THEY DO NOT CONSTITUTE COMPLETE IRRIGATION SPECIFICATIONS. REFER TO SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL PROVIDED BY B.S.W. INTERNATIONAL A. Scope of Work 1. The work consists of furnishing all labor, materials, equipment, tools, transportation, and any other appurtenances necessary for the. completion of this project as shown on the Drawings, as included in the Plant List, and as herein specified. 2. Work shall include maintenance and watering of all planting areas of this Contract until Certification of Acceptability by the Owner. B. Protection of Existing Structures All existing buildings, walks, walls, paving, piping, and other items of construction and planting already completed or established shall be protected from _damage by this Contractor unless otherwise specified. All damage resulting from negligence shall be repaired or replaced to the satisfaction of the Owner. C. Protection of Existing Plant Materials Outside Limit of Work The Contractor shall be responsible for all unauthorized cutting or damage to trees and shrubs existing or otherwise, caused by careless operation of equipment, stockpiling of materials, etc. This shall include compaction by driving or parking inside the drip -line or the spilling of oil, gasoline, or other deleterious materials within the drip -line. No materials shall be burned where the heat will damage any plant. Trees killed or damaged so that they are misshapen' and/ or unsightly shall be replaced at the cost to the Contractor of One Hundred Dollars ($100) per caliper inch on an escalating scale which adds an additional twenty (20) per cent per inch over four (4) inches caliper as fixed and agreed liquidated damages. Caliper shall be measured six (6) inches above ground level for trees up to and including four (4) inches in caliper and twelve (12) inches above ground level for trees over four (4) inches in caliper. D. Materials 1. General Samples of materials as listed below shall be submitted for approval, on the site or as otherwise determined by the Owner. Upon approval of samples, delivery of materials may begin. MATERIALS SAMPLES Mulch one (1) cubic foot Topsoil one (1) cubic yard Plants one (1) of each variety 2. Plant Materials G. Plant species and size shall conform to those indicated on the drawings. Nomenclature shall conform to STANDARDIZED PLANT NAMES, 1942 Edition. All nursery stock shall be in accordance with GRADES AND STANDARDS FOR NURSERY PLANTS Parts I and h, latest edition published by the Florida Department of Agriculture and Consumer Services. All plants shall be Florida Grade No. 1 or better as determined by the Florida Division of Plant Industry. All plants shall be freshly dug, sound, healthy, vigorous, well -branched and free of disease and insects, insect eggs and larvae and shall have adequate root systems. Trees for planting in rows shall be uniform in size and shape. All materials shall be subject to approval by the Owner. Where any requirements are omitted from the Plant List, the plants furnished shall be normal for the variety. Plants shall be pruned prior to delivery only upon the approval of the Owner. b. Measurements: The height and/or width of trees shall be measured from the ground or across the normal spread of branches with the plants in their normal position.. This measurement shall not include the immediate terminal growth. Plants larger in size than those specified in the Plant List may be used if approved by the Owner. If the use of larger plants is approved, the ball of earth or spread of roots shall be increased in proportion to the size of the plant. c. Inspection: Plants shall be subject to inspection and approval at the place of growth, .or upon delivery to the site, as determined by the Owner, for quality, size, and variety; such approval shall not impair the right of inspection and rejection at the site during progress of the work or after completion for size and condition of balls or roots, latent defects or injuries. Rejected plants shall be removed immediately from the site. Notice requesting inspection shall be submitted in writing by the Contractor at least one (1) week prior to anticipated date. E. Topsoil and Sand Topsoil for use in preparing soil for backfilling plant pits shall be thirty percent (30%) muck and seventy percent (70%) sand and be fertile friable, and of a loamy character, without mixture of subsoil materials, and obtained from a well -drained, arable site. It shall contain three (3) to five (5) percent decomposed organic matter and shall be free from heavy clay, coarse sand, stones, lime, lumps, plants, roots or other foreign materials, or noxious weeds. It shall not contain toxic substances which may be harmful to plant growth, pH range shall be 5.0 to 7.0 inclusive. Sand shall be coarse, clean, well draining native sand. Contractor shall submit results of soil tests for topsoil and sand proposed for use under this Contract for approval by the Owner. F. Water Water necessary for planting and maintenance shall be of satisfactory quality to sustain an adequate growth of plants and shall not contain harmful, natural or man-made elements detrimental to plants. Water meeting the above standard shall be obtained on the site from the Owner, if available, and the Contractor shall be responsible to make arrangements for its use by His tanks, hoses, sprinklers, etc. If such water is not available at the site, the Contractor shall provide such satisfactory water from sources . off the site at no additional cost to the Owner. G. Commercial Fertilizer Commercial fertilizer shall be a complete formula; it shall be uniform in composition, dry and free flowing. This fertilizer shall be delivered to the site in the original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. Fifty percent (50%) of the nitrogen shall be derived from natural organic sources. The following fertilizers shall be used and applied at rates as suggested by manufacturer's specifications: 1. Shrubs and Trees - Milorganite, or approved equal 2. Annuals and groundcovers - Osmocote/Sierra Blend 14-14-14 3. Sod - 8-8-8 Fertilizer In addition to surface applied fertilizers, all container grown and field grown plant material shall receive "Agriform" planting tablets 24-10-5 formula, 21 gram or equal. These tablets shall be placed at a depth of root ball at the rate as specified by manufacturer. H. Mulch . Mulch material shall be moistened at the time of application to prevent wind displacement, and applied at a depth of 3 inches. See plant list for type of material ("Flora -mulch," Eucalyptus Mulch, Pine Straw, or Cypress) and grade. I. Digging and Handling 1. Protect roots or balls of plants at all times from sun and drying winds, water and freezing, as necessary until planting. Plant materials shall be adequately packed to prevent breakage and drying out during transit. Trees transported more than ten (10) miles or which are not planted within three (3) days of delivery to site shall be sprayed with an antitranspiront product ("Wiltpruf" or equal) to minimize transpirationai water loss. 2. Balled and burlapped plants (6&B) shall -be dug with firm, natural balls of soil of sufficient size to encompass the fibrous and feeding roots of the plants. No plants moved with a ball shall be planted if the ball is cracked or broken. Plants balled and burlapped or container grown shall not be handled by stems. 3. Plants marked "BR" in the Plant List shall be dug with bare roots. The roots shall not be cut within the minimum spread specified in the Plant List. Care shall be exercised that the roots do not dry out in moving and prior to planting. 4. Protection of Palms (if applicable): Only a minimum of fronds shall be removed from the crown of the palm trees to facilitate moving and handling. Clear Trunk (CT) shall be as specified after the minimum of fronds have been removed. All palms shall be braced per detail. 5. Excavation of tree pits shall be done using extreme care to avoid damage to surface and subsurface elements such as utilities or hardscape elements, footers and prepared sub- bases. J. Container Grown Stock 1. All container grown material shall be healthy, vigorous, yell -rooted plants and established in the container in which they are sold. The plants shall have tops which are of good quality and are in a healthy growing condition. 2. An established container grown plant shall be transplanted into a container and grown in that container sufficiently long for the new fibrous roots to have developed so that the root mass will retain its shape and hold together when removed from the container, Container grown stock shall not be handled by their stems. 3. Plant roots bound in containers shall not be acceptable. 4. Substitution of non -container. grown material for material explicitly specified to be container grown will not be permitted unless written approval is obtained from the owner and Landscape Architect. K. Collected Stock When the use of collected stock is permitted as indicated on the Plant List Schedule, the minimum sizes of rootballs shall be equal to that specified for the next larger size of nursery grown stock of the some variety. L. Native Stock Plants collected from wild or native stamds shall be considered nursery grown when they have - ow and fawn under regular nurse cultural a i a nurse r e successfully re-established bushed n nursery been uc y nursery 9 9 practices for a minimum of two (2) growing seasons and have attained adequate root and top growth to indicate full recovery from transplanting into the nursery row. M. Materials List Quantities necessary to complete the work on the Drawings shall be furnished. Quantity estimates have been made carefully, but the. Landscape Architect or Owner assumes no liability for omissions or errors. Should a discrepancy occur between the bidders take off and the plant list quantity, the Landscape Architect shall be notified for clarification prior to the submission of bids. All dimensions and/or sizes specified shall be the minimum acceptable size. N. Fine Grading 1. Fine grading under this Contract shall consist of final finished grading of lawn and planting areas that have been rough graded by others. Berming as shown on the drawings shall be the responsibility of the Landscape Contractor, unless otherwise noted. 2. The Landscape Contractor shall fine grade the lawn and planting areas to bring the rough grade up to final finished grade allowing for thickness of sod and/or mulch depth. This Contractor shall fine grade by hand and/or with all equipment necessary including a grading tractor with front-end loader for transporting soil within the site. 3. All planting areas shall be graded and maintained to allow free flow of surface water. Areas adjacent to buildings shall slope away from the buildings. 0. Planting Procedures 1. Cleaning up before commencing work: The Contractor shall clean up work and surrounding areas of all rubbish or objectionable matter. All mortar, cement, and toxic material shall be removed from the surface of all plant beds. These materials shall not be mixed with the soil. Should the Contractor find such soil conditions beneath the soil which will in any way adversely affect the plant growth, he shall immediately call it to the attention of the Landscape Architect or Owner. Failure to do so before planting shall make the corrective measures the responsibility of the Contractor. 2. Verify locations of all utilities, conduits, supply lines and cables, including but not limited to: electric, gas (lines and tanks), water, sanitary sewer, stormwater lines, cable and telephone. Properly maintain and protect existing utilities. 3. Subgrade Excavation: Site Contractor is responsible to remove all existing and imported limerock and limerock sub -base from all landscape planting areas to a mini- mum depth of 36 Site Contractor is responsible to backfill these planting areas to rough finished grade with clean topsoil from an on -site source or an imported source. If limerock conditions occur in planted areas after 36" deep excavation by Site Contractor, and positive drainage can not be achieved, Landscape Contractor shall utilize planting detail that addresses poor drainage. 4. Furnish nursery's certificate of compliance with all requirements as herein specified and required, Inspect and select plant materials before plants are dug at nursery or growing site. 5. General: Comply with applicable Federal, State, County, and local regulations governing landscape materials and work. Conform to accepted horticultural practices as used in the trade. Plants shall be protected upon arrival at the site by being thoroughly watered and properly maintained until planted. Plants shall not remain unprotected for a period exceeding twenty-four (24) hours. At all times workmanlike methods customary in good horticultural practices shall be exercised. 6. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability of water and proper location of irrigation items and plants. 7. All planting pits shall be excavated to size and depth in accordance with the USA Standard for Nursery Stock 260.1, unless shown otherwise on the drawings, and backfilled with the prepared Planting Soil as specified hereinbefore. (Section E). Test all tree pits with water before planting to assure proper drainage percolation is available. No allowance will be made for lost plants due to improper drainage. If poor drainage exists, utilize planting detail that addresses this condition. Trees shall be set plumb and held in position until the planting mixture has been flushed into place with a slow, full hose stream. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman. Proper "jetting in" shall be assured to eliminate air pockets around the roots. "Jet Stick" or equal is recommended. 8. Take all necessary precautions to avoid damage to buildings and building structures .while installing . trees. 9. Soil mixture shall be as specified in Section E of these specifications. In addition, each planting pit shall receive 21-gram "Agriform" planting tablets per manufacturer's specifications or as follows: - Two (2) tablets per 1 gal. plant - Three (3) tablets per 3 gal. plant - Four (4) tablets per 10 gal. plant - Larger Material - two (2) tablets per 1/2" of trunk caliper 10, Trees and shrubs shall be set straight and at such a level that after settlement, the plant crown will stand one (1) to two (2) inches above grade. Each plant shall be set in the center of the pit. Planting soil mixture shall be backfilled and thoroughly tamped around the ball and shall be settled by water after tamping. 11. Fill hole with soil mixture, making certain all soil is saturated. To do this, fill hole with water and allow to soak minimum twenty (20) minutes, stirring if necessary to get soil thoroughly wet. Pack lightly with feet. Add more wet soil mixture. Do not cover top of ball with soil mixture, only with mulch. All burlap, rope, wires, etc., shall be removed from the sides and tops of balls, but no burlap shall be pulled from underneath. 12. Pruning: Each tree shall be pruned to preserve the natural character of the plant as shown on the drawings. All soft wood or sucker growth and all broken or badly damaged branches shall be removed with a clean cut. 13. Shrubs and ground cover plants shall be evenly spaced in accordance with the drawings and as indicated on the Plant List. Cultivate all planting areas to a minimum depth of 6", remove and dispose all debris. Till into top 4" the planting soil mix as specified in Section E. Thoroughly water all plants after installation. 14. Tree guying and bracing shall be installed by the Landscape Contractor in accordance with the plans to insure stability and maintain trees in an upright position. If the Landscape Contractor and Owner decide to waive the tree guying and bracing, the Owner shall notify the Landscape Architect in writing of their intentions and agree to hold harmless - the Landscape Architect in the event any trees fall down and damage person or property. 15. Mulching: Provide a three (3) inch minimum layer of specified mulch over the entire area of each shrub bed, ground cover and vine bed and tree pit. 16. Herbicide Weed Control: All plant beds shall be kept free of noxious weeds until final acceptance of work. If directed by the Owner, "Round -Up" shall be applied for weed control .by qualified personnel to all planting areas in spot applications per manufacturer's precautions and specifications. Prior to final inspection, treat all planting beds with an approved pre -emergent herbicide at an application rate recommended by the manufacturer. P. Lawn Sodding 1. The work consists of lawn bed preparation, soil preparation, and sodding complete, in strict accordance with the specifications and the applicable drawings to produce a grass lawn acceptable to the Owner. 2. Lawn Bed Preparation: All areas that are to be sodded shall be cleared of any rough grass, weeds, -and debris, and the ground brought to an even grade. The whole surface shall be rolled with a roller weighing not more than one -hundred (100) pounds per foot of width. During the rolling, all depressions caused by settlement of rolling shall be filled with additional soil, and the surface shall be regraded and rolled until presenting a smooth and even finish that is up to the required grade. 3, Soil Preparation: Prepare loose bed four (4) inches deep. Apply fertilizer at rate of twenty (20) pounds per one thousand (1000) square feet. Application shall be uniform, utilizing approved mechanical spreaders. Mix fertilizer thoroughly with the soil to a depth of three (3) 'inches. Hand rake until all bumps and depressions are removed. Wet prepared area thoroughly. 4. Sodding a. The Contractor shall sod all areas that are not paved or planted as designated on the drawings within the contract limits, unless specifically noted otherwise. b. The sod shall be certified to meet Florida State Plant Board Specifications, absolutely true to varietal type, and free from weeds, fungus, insects and disease of any kind. C. Sod panels shall be laid tightly together so as to make a solid sodded lawn area. Sod shall be laid uniformly against the edges of all curbs and other hardscape elements, paved and planted areas. Adjacent to buildings, a four inch mulch strip shall be provided. Immediately following sod laying, ,the lawn areas shall be rolled with a lawn roller customarily used for such purposes, and then thoroughly irrigated. If, in the opinion of the Owner, top -dressing is necessary after rolling to fill the voids between the sod panels and to even out inconsistencies in the sod, clean sand as approved by the surface o the sod and over the entire sur e f h Landscape Architect or Owner shall be uniformly spreadr r thoroughly watered in. 5. During delivery, prior to and during the planting of the lawn areas, the sod panels shall at all times be protected from excessive drying and unnecessary exposure of the roots to the sun. All sod shall be stacked so as not to be damaged by sweating or excessive heat and moisture. 6. Lawn Maintenance; a. Within the contract limits, the Contractor shall produce a dense, well established lawn. The Contractor shall be responsible for the repair and re -sodding of all eroded, sunken or bare spots until Certification of Acceptability by the Landscape Architect or Owner. Repaired sodding shall be accomplished as in the original work (including regrading if necessary). b. Water every day for ten (10) successive days, then water three (3) times per week '(at 'even intervals) for two (2) additional weeks. All watering shall be of sufficient quantity to wet or restore water to depth of four (4) inches. Q. Clean-up Upon completion of all planting work and before final acceptance, the Contractor shall remove all material, equipment, and debris resulting from his work. All paved areas shall be broom cleaned and the site left in a neat and acceptable condition as approved by the Owner's Authorized Representative. R. Plant Material Maintenance All plants and planting included under this Contract shall be maintained by watering, cultivating, spraying, and all other operations (such as re -staking or repairing guy supports) necessary to insure a healthy condition by the Contractor until Certification of Acceptability by the Landscape Architect. Maintenance after the Certification of Acceptability shall be in accordance with the specifications in this section. Contractors are requested to provide a bid estimate to cover landscape and irrigation maintenance for a period of 90 calendar days commencing after acceptance, S. Maintenance (Alternate Bid Item) 1. Contractors are requested to provide a bid estimate for maintenance following the initial 90-day maintenance period on a cost per month basis. T. Guarantee 1. The life and satisfactory condition of all 15 gallon and larger plant material installed by the Landscape . Contractor shall be guaranteed by the Contractor for a minimum of one (1) calendar year commencing at the time of Certification of Acceptability by the Landscape Architect or Owner. 2. The life and satisfactory condition of all other plant material (including sod) installed by the Landscape Contractor shall be guaranteed by the Contractor for a. minimum of 90 calendar days, commencing at the time of Certification of Acceptability by the Landscape Architect or Owner. 3. Replacement: Any plant not found in a healthy growing condition at the end of the guarantee period shall be removed from the site and replaced as soon as weather conditions permit. All replacements shall be plants of the some kind and size as specified in the Plant List. They shall be furnished planted and mulched as specified under "Planting", at no additional cost to the Owner. 4. In the event the owner does not contract with the Contractor for landscape (and irrigation) maintenance, the Contractor is encouraged to visit the project site periodically during the one year warranty period to evaluate maintenance procedures being performed by the Owner, and shall notify the owner in writing of maintenance procedures or conditions which threaten vigorous and health plant growth. It is suggested such site visits shall be conducted a minimum of once per month for a period of twelve (12) months from the date of acceptance. U. Final Inspection and Acceptance of Work Final inspection at the end of the guarantee period shall be on planting, construction and all other incidental work pertaining to this Contract. Any replacement at this time shall be subject to the some one (1) year guarantee (or as specified by the Landscape Architect or Owner in writing) beginning with the time of replacement and ending with the some inspection and acceptance herein described. r m i i z Q0 . . i . fY Q LLJ 0 _J -- t/) 1i U_ y, 0 ('-,, '. C,.. loe 3;: .e , ,, 1. • 1.- . • '` _. j; �r --- A.. � 0 ;. :-�: -.. 0 G W t- `��= S (luc u(� ��� l�J �J iu �o /% \ � /o ((� }1 �j� Z �.II� �) �.y� �� , 0 �� �t oo `J) 0 a i ) 0 CIA o 0L W {{L�1/1uJ z �IR' � l�.� w ME C% U N o Lfn CD ^C Ir0 o LO o z ❑ 0,1 ❑ S8V 55'�4"E 0,1 -0 0.1 0.1 223,5Q' 0,1 ❑ 0.1 ❑ 0.1 ❑ 0,1 ❑ 0.1 ❑ ❑ ❑ ❑ ❑ 0.1 ❑ ❑ 01 0,1 ❑ ❑ ❑ 0,2 0,2 0,2 ❑ 0.3 ❑ ❑ 0,3 0,3 ❑ 0.3 ❑ 0.3 ❑ 0,3 ❑ 01 ❑ 0,2 ❑ 0,2 ❑ 0.2 ❑ 011 1 ❑ 011 ❑ 0,1 O 0,1 (��j�� @;21 ► ,3 ❑ ❑ 0 0,5 016 ❑ 016 ❑ ❑ 0.6 0,6 O 0,6 ❑ 0,6 ❑ 0,7 ❑ 0,6 ❑ 0,6 ❑ 0,5 a 0.3 ❑ 0,2 ❑ 0,1 p 011 011 0.2 0.3 ,5 0 l L7 11 1,4 1,4 1.4 .1.6 1.7 L5 L2 018 05 0.3 011 01 ❑ ❑ 0,1 0.1 ' O 0.3 ❑ ❑ 0.6 1,3 ❑ ❑ ❑ 34 ❑ ❑ 6,8 ,4 2. ❑ 5.7 ❑ 6,9 ❑ 7,4 ❑ 6,7 ❑ 5,2 ❑ 2.8 ❑ 1,1 ❑ 0.5 p 0.2 ❑ ❑ 0.1 0.1 0,1 0,2 0,4 0,9 15 FUERoon 1 ,2 '25,2 7°S 3��- o ❑ 8.9 3� ReSt uoioiny R 24, 29,6 313 29,3 23,4 10,5 .2,6 ° I I 0,3 0,1 011 0.1 0.2 0,5 1.4 6.2 2 0'1 0.2 0,6 1.6 7.2 3 ° 0.1 0,2 0,6 1,7 7.5 ° 0.1 0,2 0.6 1.6 7.2 ° 0,1 0.2 0.5 1.3 611 ° 8 4 58.4 62,2 .7 50,5hme SL7 58,4 62,5 7 45, 2 5 ,8 ,1 7 I r7 .4 LYJ„ 0,4 67,4 9,1 70t 73.b d3, 7 59,LL 8.3 80.8 75,8 72,2 74❑ 3 6 ,9 55, o In E]❑ o El ❑ o ,1 5 , flnl,4'7.1 80.1 74. 70.8 73.2 i9 53,.4 21 48,4,8 � 67.2 I22,4 5 20.4 4.3 11� 0.4 0,2 0.1 23.7 5,1 1, 0.500.2 0,1 23,7 5.3 1��3j 0,5 0.2 0'1 0 23.6 5.1 10 0,5 0.2 011 L7 2011 4,3 0,4 0,2 011 0,1 0,2 0,4 0,9 3,3 12.6 23.9 28,8 30,2 29.4 321 33,4 31.3 29,6 30.0 27.8 22.2 10.0 2.5 0.7 03 0'1 0.1 011 0.1 0.2 L2 3,2 5.3 6,4 7,1 7.1 7,5 7.7 7,3 7,0 7.0 6.3 4,8 2,6 110 0,4 0,2 0.1 0.1 0.1 0.2 0.3 0, 9 1,3 1,6 1,8 1,9 L9 2,0 1.9 1.9 1.7 1.5 1.2 0.8 0,5 0,2 0,1 0.1 0.0 ❑ 011 ❑ 0.1 a 0.2 a 0.2 ❑ 0,4 a a 0.5 0.6 ❑ 0.7 a 0,8 ° 0,8 ❑ 0.7 ❑ 0,7 o 0.7 ❑ 0,6 ❑ 0.5 a 0,3 - a 0,2 ❑ 0, ❑ 0.1 ❑ 0,0 ❑ 0,0 011 0.1 011 0,2 0.3 0.3 0.3 0,3 0,3 0.3 0.2 012 011 0.1 010 010 0.0 N89°55'240"W --a 228.50' ❑ ❑ o a a 0.1 0.1 0'1 0.1 0,1 0,1 0.2 0,2 011 0.1 a 0,1 ❑ 0,1 ❑ 011 a 0'1 0,1 0,1 0'1 011 0. ° 1 0.1 0, 0,1 0'1 0,1 Statistical Area Summary Label Avg Max Min Avg/Min Max/Min CANOPY 64,69 80.8 -- 44.4 1,46 1.82 INSIDE CURB 8.36 33.4 _ 0.2 41,80 167.00 Based on the information provided, all dimensions and luminaire locations shown represent' recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps, and other variable field conditions. Maintained Footcancite levels at grade, using a .72 Total Light Loss Factor. F"LArl"', LIF"ANd'-�1 OT"I", SDAL Lurlinaire Schedule Symbol Qty Label lArrangement Lumens LLF Description Total Watts EN35 A SINGLE 32000 0,720 SCF-S-320-PSMV-F 370 r- -I I —- _ _ 1— _- I/ -T \ I V lY I I I I L V u Tempered Safety Glass FRONT CANOPY ELEVATION SCALE: NTS REAR CANOPY ELEVATION SCALE: NTS Metal Roof Painted "Nobility Blue" SW #1504 �l Canopy Columns Painted "Canberra" SW #2016 CANOPY EAST SIDE ELEVATION C SCALE: NTS Simulated Pre —Cast Split Face Block Panels "Canberra" SW #2016 Final insp.0 Data ' C o rJ __�-r% AS c.6 In r- Dof and Fascia ,ility Blue" #1504 Band Smnll Price Sian 14'-1" 17'-10" 14'-1" @ WEST SIDE CANOPY ELEVATIOR SCALE: NTS Spanners Painted "Canberra" SW #2016 WHITE LETTERING QMALL PRICE SIGN SIGNACE CALCULATIONS ITEM QTY TOTAL FRONT CANOPY ELEVATION SMALL PRICE SIGN 1 19.88 S.F. REAR CANOPY ELEVATION SMALL PRICE SIGN 1 19.88 S.F. EAST SIDE CANOPY ELEVATION SMALL PRICE SIGN 1 19.88 S.F. FRONT KIOSK ELEVATION SMALL MURPHY USA SIGN 1 3.30 S.F. OVERALL SIGNACE TOTAL = 62.94 S.F. a z w w ,JL W I LO L zz O >_ w n U)< <t a ii T0Q V) o @ WEST SIDE CANOPY ELEVATIOR SCALE: NTS Spanners Painted "Canberra" SW #2016 WHITE LETTERING QMALL PRICE SIGN SIGNACE CALCULATIONS ITEM QTY TOTAL FRONT CANOPY ELEVATION SMALL PRICE SIGN 1 19.88 S.F. REAR CANOPY ELEVATION SMALL PRICE SIGN 1 19.88 S.F. EAST SIDE CANOPY ELEVATION SMALL PRICE SIGN 1 19.88 S.F. FRONT KIOSK ELEVATION SMALL MURPHY USA SIGN 1 3.30 S.F. OVERALL SIGNACE TOTAL = 62.94 S.F. a z w w ,JL W I LO L zz O >_ w n U)< <t a ii T0Q V) o >- m 0 Q a IL s,, �. ^'* w Cd p. t Jc �. c":: { JorIT "._..ate.' �. 0 C?> W w\ QD or z a IUL11 � �}� -- �° a 0 w �N ;2 I N k" 4 e4 ell V p. f _jl W I_! J ........... 'y v! Jr j 14 z (b 0 --f if 4 X A-Zi 4 p _J1 4 t c 'eJ 14 V A 0 20 40 f -y�"JA ? 4 'Z A, . ...... j, SCALE AS SHOWN I P4 Al J) V K 0; "N - --J pg J-1 "A �v A J I T, j_ J, f yl, '0 Mf x-1 j", _4 t Ij A e�, 574f�, A X f j P v 3 ­_V J, f A'// A 71" N A) W, 'k 1% y jl�, 223,50' 88955'59"E i, �; fv ----- -- I 2134,�8 "j !it BASED ON CIVIL DRAWINGS By: WATED: OCTOBEm, 2uu LEGAL DESCRIPTION: V m u HI.,. r r 1 y ii L F SAID SECTION 28; THENCE RUN S89'53'03"E, ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION, A DISTANCE OF 15.00 COMMENCE AT THE SOUTHWEST CORNER 0 AD (140' R/W PER FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF RINEHART RO SE SEMINOLE COUNTY R/W MAP BOOK 1, PC. 107) ALSO BEING A POINT ON A CURVE CONCAVE 8, RUN NORTHEASTERLY SOUTHWESTERLY, HAVING A RADIUS OF 2616.55 FEET AND A CHORD BEARING OF NOO'O 9`05"E; THENCE DEPARTING THE SOUTH LINE OF SECTION 2 ALONG THE ARC OF SAID CURVE AND ALONG SAID EAST RIGHT OF WAY LINE, THROUGH A 4-15 3 6 1 4ox t, CENTRAL ANGLE OF 0'09'27" A DISTANCE OF 7.19 FEET TO THE POINT OF TAN ENCY; 0*04'01"E, 15.06 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 28, ALONG SAID RIGHT OF WAY, A DISTANCE OF 00*04'01"E ALONG SAID RIGHT 704.05 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE N �c Lo Lli OF WAY, A DISTANCE OF 154.65 FEET; THENCE DEPARTING SAID RIGHT OF WAY, RUN OF 154.65 FEET TO A POINT; THENCE RUN N89'55'59"W, A DISTANCE OF 223.50 FEET TO THE S89'55'59"E, A DISTANCE OF 223.50 FEET TO A POINT; THENCE RUN SOO*04 01 "E, A DI TANCE Lo ca POINT OF BEGINNING; w Ld THE ABOVE DESCRIBED PREMISES CONTAIN 34,564.01 SQUARE FEE < tT OR 0.79 ACRES, MORE OR wl LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS CONTAINED THIN THE z CHAIN OF TITLE. < < 10 cf) tu > V, N'TES: THE INFORMATION SHOWN ARE THE PROPOSED IMPROVEMEN INEERS, INC. fCONSTRUCTION DRAWINGS. N 55'59W 223.50`;�' P.G.B. �9; 2. THE INFORMATION ON THIS SHEET IS TO BE USED FOR INFORMATIONAL PURPOSES ONLY. ........ ...... ... ............ . . ....... 3. CONSTRUCTION ISSUES RELATED TO THE MURPHY OIL SITE. 2 . . . . . . . . . . 4. THIS IS NOT A TOPOGRAPHIC SURVEY. . . . . .. . . . . . . . . -------------------- ----- I -------- 5. AN ACTUAL SITE SURVEY WILL FOLLOW PENDING SITE --- 5 ACCESS AVAILABILITY. ------------------------ ENTS AFFECTING BUILDING LOCATION EXIST. 6. NO EASEM C-3 ltsf 1, R r 4 '-s f At �6 4 4' dv YF j I j II . i 'N r Z"f- ­5 10% h" m _1;iI 2 fe'­ 10 J in 10-7 J) j -5, q 4 701 IRI 111FIR 11 Ill �jc I IL 0__ z 9�2�� w cr) w Mr (n < _j Q < 0 _j CL < U— _F_ 0 W N cy) >:�E U >. :D W 0 U z cr- W o cr 0 LLJ F- < Ir W Z OL- D W Z a) 0 _j (.0 0 1 1 1 LIJ ""- 0) 0 _j 0) w cr_ 0 LL z (j) 00 Lu w (0- Inc Fc uo 0 Z W For- no— m 0 00 - I DO 00 _J1 cNI roL w r 1z::K 't 'T 0— mo D SQUARE CUT EDGE TRENCH WIDTH VARIES SEE NOTE 10 OF EXISTING PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2" MIN, ASPHALTIC CONC. WHEN FLEXIBLE P VEMENT Y N IS CUT. u w SEE NOTE 2 ANGLE MAY VARY - x z ui SEE NOTE 4 ui z N PIPE O.D. ~ 6" (TYP) -�- SELECT z `� COMMON a 03 wz FILL gog00 �T O �oc w w ��y,,yb BEDDING ROCK 0 0 �iDn4FLA PIPE BEDDING �a 0 UOa o 0, 0 (SEE NOTE 8 & 9) - UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX, 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN IS" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING ,AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE 4" 61f 811 101' 12" 14" 161) 181, 20f1 24" 90' BEND 33 44 56 66 /8 - 98 45' BEND 15 18 23 27 32 - 41 22-1/2' BEND 8 9, 11 14 15 - 9 11-1/4' BEND 5 5 6 6 8 - 9 PLUG OR BRANCH OF TEE 68 90 66 1141.[164 - 210 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST,LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS . NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: * TYPE OF PIPE:-- PVC _ _HDPE * WORKING PRESSURE:--_--_P.S,1.-_---- P•S•1- * $OIL DESIGNATION:------- ---------- * LAYING CONDITIONS:----- ----_----_- * TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A I PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.-, O POTABLE WATER MAIN POTABLE WATER MAIN 1<I7�I1!_�I.1I1�7Il1�lIIlrl�.lf��'//Llllflfflfl�Illl/�Ill/ // 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. Y KYIR a3LYA Imnod HIM 431YAA 3TQYL04 HIM a31YM I Pi a '� ! ./IILL/Il/lIlllffll7l/lLll%.Lrfll/f/// 1� POTABLE WATER MMN POTABLE WATER MART POTABLE WATER MAN I 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF, OF THE PIPE WITH A THIRD STRIP CENTERED, ALONG TOP HALF OF PIPE. . X4M tl31YN TBYlOd wM a31YAL 318Y10d XIYEt 431YM 3RPt10d �I!/t!!!!!�-UllilL4l'rl! /l'rrrrrrrrrr,/1I111IL!! POTABLE WATER WIN POTABLE NARK MAN POTABLE WATER MAN / III!!!l/rrrrrrrrrrrrriirll!!I!I!!G!!!!IllLtl I,r7IL�'!llLLrat%!!r!!!L!! POTABLE WATER MAIN POTABLE WAT[R 11A1t/ POTABLE HATER MAGI PAPER BACKED ADHESIVE TAPE (TYPICAL) 7 12 yl MAX. -WA WATER W41 1" POTABLE 1YATER WUn Gj l- 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING L SHALL BE USED. THE TAPE'SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE - NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE - TRENCH WIDTH VARIES SEE NOTE 9 OF EXISTING PAVMENT (TYP.) W/ 512E OF PIPE FINISHED GRADE � � T - i 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT w N IS CUT ANGLE MAY VARY -� m SEE NOTE 2 SEE NOTE 4 -\ •` z PIPE O,D. < .tz 6" TYP ®_ SELECT g 4 COMMON w 0 FILL n z w UNDISTURBED d (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX, 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS talldMIN. 1 #4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) ) B r 6" MIN. (TYP.) I� A �I TIE RODS INCLUDING NUTS AND WASHERS 4" x 4" x 1/2" (SEE SCHEDULE BELOW) HOT DIPPED GALVINIZED -� OR STAINLESS STEEL \ �I Imo- C (6" MIN.) /// MECHANICAL BEARING PLATE (TYP.) �® � JOINTS #4 BARS \ _ - Ea --- I UNDISTURBED -- EARTH D (4'-0" MIN. SEE TRENCH DETAILS - FOR PIPE BEDDING ENCASE TIE RODS IN - - 3" COVER REQUIREMENTS 1-1/2" PVC SLEEVE NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4, ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE:----P.S.I.' SCHEDULE OF DIMENSIONS AND MATERIALS ' PIPE DIMENSIONS TIE RODS REQ'O SIZE (INCHES) A B C D DIA. NO. NOTE: THRUST BLACK AREAS TO BE COMPUTEO ON BASIS OF- LBS. PER SQ. FT. SOIL RESTRAINT (1,500 14114) BEARING, SEE NOTE 5 • TO BE COMPLETED BY EKG114EM WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL -\ 18 VINYL CONTINUOUS MAX. N WARNING TAPE TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALUC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY, IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING, B. LETTERING: "CAUTION: WATER UNE B. LETTERING: CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING, 2. RECLAIMED WATER 4. SEWER FORCE MAIN A, COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 G. 111 ®/- SEE P)NOTE I SHEETED TRENCH UNSHEETEO TRENCH (TY"p" • - 10" MIN. .0. 6" SEE NOTE I �'• - _ - , ,M'ry, (TYP.) ;¢`::.:[ '• 'z :[_..':' :: r'.::. SIDES CAN UNDISTURBED • •: •.:r[ :;� is •%�, •:'{•, .•. EARTH 3000 P.S.I BE FORMED -;t'; •: : • t, CONCRETE•• • •,i'•'. t:: •` SHEETING- ,., .;•:. 3000 P.S.I. [ °,•::;' [ ` [ [ CONCRETE L BEDDING r'•;;. [, •T,• 4" MIN. ROCK '° 3 1 ' i''i':.: ; �: ••r'. •� .: • • UNDISTURBED r'-•:: • EARTH CONCRETE ARCH FULL ENCASEMENT SHEETED TRENCH - UNSHEETED TRENCH 10" MIN., -"0" 6" SEE NOTE 1 " - M.N. (TYP.) SHEETING- SIDES CAN E BE FORMED ['r.•''•': -3000 PSI '1"/2 E ':•{ t CONCRETE 8" MIN:E [ :•,•;�:;••.f,•..tS•�,.. '.a,., UNDISTURBED JJ� EARTH - CONCRETE CRADLE NOTES: 1, (°): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24 MAX. 1 F PIPE OR i E DIAMETER 24 AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "0" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5, REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS, 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK 36" MIN, OR BRICK AND (SEE NOTE 2) COVER MORTAR WALL - BOTH T 0 H FILLING A ENDS VENT HOLE RESTRAINED JOINT DUCTILE -- IRON PIPE LL 4" MIN. --I 6" MIN. -® I�- STEEL CASING PIPE - DUCTILE IRON PIPE - CASCADE TYPE I CASING . SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE SHALL BE OD TION GUIDEH UTILITY ACCOM A Y MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. A`.i A CONDITIONAL ALTERNATE SPACER METHOD, FOUR-4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS; WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL 'BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF :THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4" �I SUPPORT POST (TYP. FINISHED CONCRETE VAULT I LOCATION) GRADE 36" SQ. CAST IRON FRAME AND COVER WITH 4" MAX. -( h 17-1/4" ACCESS LID. 11 11 GROUT PREMOLDED PLASTIC---- `2" VALVE (TYP.) JOINT FILLER 2" POLY 5" WALLS (MIN.)-� ° - - 2" PORT WITH ® THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE -- - MORTARWITH FORCE MAIN OR WATER MAIN 2" GATE -- - _ SEE NOTE 2 VALVE 2" NIPPLE- �' SERVICE SADDLE PER SPECIFICATION FITTINGS AND - ` SECTION 50.5.4 PIPE FOR A.R.V. SHALL BE BRASS 16" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED, AIR OR COMBINATION AIR VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1 )99 FIG. 112 AREA FOR UNDISTURBED -� PLUG SOIL (TYP.) EDGE OF - TRENCH (TYP.) CROSS W/PLUG CROSS W/ TWO PLUGS AREA TEE WOOD BLOCKING (TYP,) AREA FOR PLUG TEE TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE. AREA FOR PLUG TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE T6 TYPE OF VALVE -- - wvR 2-1/2 SERVICE - . (V DIRECTION & N0. ° < TURNS TO .OPEN ° ° WATER ' APPLICABLE VALVE N BOX AND COVER (SEE FIG. 115) ANCHORS 2 (TO BE APPROVED 3000 P.S.I. MIN. BY CITY) CONC. MIN. VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD I (FLUSH WITH 24° - ® FINISHED GRADE) 2" #4 REBARS �- ALL AROUND w •: 5 s n WATER 24' °.4. a: APPLICABLE VALVE . g'°• BOX AND COVER - ------ - ° (SEE FIG..115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 2" D.I. VENT PIPE W/ SCREEN MESH �' OPENING AND 4%4" CONCRETE VAULT SUPPORT POST(TYP. LOCATION) CAST IRON FRAME 36" SQ. AND COVER WITH ACCESS LID. EXIST PROP 17-1/4" j--.``11 4 x PR CA GROUT PAYE 4" MAX. F FINISHED GRADE - - OPERATOR - HANDLE PREMOLDED PLASTIC---—----'-"°' � 2" VALVE (TYP.) ���-CAST IRON JOINT FILLER �- �+ �� VALVE BOX TOP SECTION PIPE PLUG (TYP.) :. _ - • 5" WALL (MIN.) 2" NIPPLE- '. 2" PORT WITH EXTENSION ROD AS 2" GATE `� 'J `; THREADED PLUG REQUIRED VALVE a- �� -_- -- SEE NOTE 3 2" 90' BEND 2" NIPPLE GROUT l Z" NIPPLE 2 90 BEND 2" UNION 2" BRASS PIPE 2" GATE VALVE 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE ' PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANCE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH -(- THRUST--- FITTING BENDS BOODS ALL NOTRNTERFEREBEHIND \ WITH JOINT (TYP.) ---�\ 8 CONCRETE THRUST = BLOCK (TYP.) 2 NX a EDGE OF �L TRENCH --THRUST BLOCK (TYP.) 8 , I AREA (SQ. FT.) OMIN.-i CONCRETE THRUST BLOCK NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS, JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK, 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED, 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALLTHRUSTBLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SCHEDULE FOR THRUST BLOCK AREAS ' WE SIZE (WOLFS) 90 DO+D (SQ FI) 45 BENO (SQ FI) 22-1/2 BEND (SO n) 11-1/4 BUIU (SO FT) TEE t PLUG (SO FT) UESV+ PRESS (P=a) w 12 Ls:usr unx pus r° to cv,anFn ar aus a' t PLa n rr. wL eLsiawrt 1•.5m W,) • TQ aE CUNPLETED Br UYCINEUL THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103B PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE-,,, 4" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. YJ/�,'11171f/..Ir1.Il�l'fIf!/flll.���lff�T! �lllffllrlflf//IfL%lll,% r SEWER LINE SEWER LINE UlI �Ilflflfff%1I��Ylflfi7flf�Il/If�l/l7z�l/lIf!lf� 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 3M nAUS 3NTT a3AUS 3Hn aws / 2 r f!/&nm"/l/%If/,l///Y!�))) mal / SEWER LINE SEWER UNE SEWER UNE i 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. T 3MI 43WS 3Kn a3N.Ts � mn Mas % / Illll�'rrrriiirltlrrrrrrrrrrilLlUl!!!!I_t!! !!!!!!1!!llllrrrriir SEWER UNE SEWER UNE SEWER LITE / rt!!r!!lr�lclll� rrr�!lltrlllirirrz�lrrc!llrc�!!!.:!ER LINE SEWER UNE SEWER UNE SEWER UNE 1 PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) - �yA'rtR LIKE MAX. SEWER UNE _I 1' SEWER LINE E-� fill // ¢� FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. J� FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING BETWEEN ROWS I® tall 4�I r r ° IRRIGATING WITH RRCL.AIMCD 2" 3/4" 12" E WAIkR ¢ DO NOi°DRINK 36" (MAX) ° 1 1/4" o 1/2" BORDER ° NOTES: I. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC, 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, LETTERS SHALL MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350. PIPE SIZE 6" 8„ 10„ 12" 14" 161, 18E, 20"24"90' BEND F22 29 3I 44 52 - 65 45' BEND 1 0 12 15 18 21 22-1/2' BEND 5 6 7 9 10 - 13 11-1/4' BEND Jl 3 4 4 5 - 6 PLUG OR BRANCH OF TEE 45 60 44 94 109 - 14 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE:--- DIP ----- • WORKING PRESSURE: ------- P.S.I. * SOIL DESIGNATION:------_-. * LAYING CONDITIONS:_-_-- * TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 1048 PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i , RECLAIMED WATER MAIN RECLAIMED WATER MAIN � % % , 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. / % MA El1Ye (iiYgA MA 11lA 9l�fOA K"N WR � % '% / 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.-- r 4 uA.a u"rcp mn wrr "rnn+m wx+ mw ®,mra � % % � R[ttN4'l a•10 tW1 "IR•YSO •aJU YP" ®C,AeZ° 41R N°N / � � PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)- 16 �� .mud aw+wvroug; I"ova /� I-6 INCHES I IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS ACID/OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG, 114 CITY OF SANFORD UTILITY STANDARD DETAILS DArE�I ��� APPROVEDM. CRUMPTON PE dT00 aaooaooa000aa aaaagaaa00gOC7 ❑ggqqaqqqqQQa QQOa000a00gq❑ aggqqqqQQL9aan Q a a 0 RECLAIMED 0 a Q QOQC WATER 000 a O a 0 vv-v-cr ❑ a 0000000000000 gaaQOagaoonaa 00 as all ETD o a Qaa OoaaUaOaaUgQO Doonannoonnnh 000aaET oa OOa 00 oagagqQaq goOgaqQQOQa a s as a OO Q a a ao UOq gOL7 a Q 11 SEWER a a 0 C10q 1]Da ❑00000000o❑a paaaasgga0O \aaaagQaar QQaOgq �- RECLAIMED WATER SEWER aaaa agaQaaaa 000000000aaq 000000000000 Qaa DOE] qqq WATER 00❑ Qaa u-aa 000 000000000000 0000000000 000000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE SEE NOTE 2 M.J. PLUG VALVE CONTINUOUS COLOR - CODED 14 GAUGE INSULATED WIRE (NON-METALLIC PIPES ONLY) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD .1-IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX -BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 203 #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER (MAX) SPACING POST CAP \ TOP RAIL II POST . CORNER - STRETCHER BARS j �2 TIIECWIRES o FABRIC ­3 ROUND io TRRUSS BARS LINE POST (SEE NOTE 1) 2 TURNBUCKLE TENSION WIRE GRADE M 3000 PSI CONCRETE ` 6„ 6 �� --i124-.- l2" FENCE DETAIL 3/8" ADJ. GATE POST -I r- GATE CORNER TRUSS RODS --1 r GATE FRAME r- GATE POST 3000 P.S.I. '�l�-CENTER STOP 6„ CONCRETE 12" x 12 x 12 6� 12" 20' MAX. DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) -- FINISHED GRADE sa ®- 24" DIA. MIN. 3000 PSI CONC. Aa 4. q NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 FIG. 116 LOT WYE WITH 6" BRANCH LINE SEWER MAIN SIZE VARIES 5' MAX. 6" 45' -� � WYE WITH BEND �� 6" BRANCH � SERVICE CLEAN -OUT _I (SEE NOTE 2) REMOVABLE PERMANENT PLUG (TYP) SERVICE CIFAN-OUT PLUG (TYP) (SEE NOTE 2) LOT LINE z G-" TYPICAL LOCATION OF LOCATOR DEVICE BEND ' a SERVICE CLEAN -OUT PLAN (SEE NOTE 2) FINISHED GRADE 8" PVCSLOPE TO ' // TERMINAL DEPTH AT / I MIN. (TYP)-^� -- �, TERMINAL DEPTH ROTATE � �6" PVC AS REQUIRED FOR (TYP.) TYP,) SPRING LINE SERVICE (3' MIN.) AS REQUIRED FOR TERMINAL DEPTH (SEE NOTE 1) (TYP.) SERVICE (3' MIN.)SEWER MAIN (TYP.) SINGLE DOUBLE SERVICE SERVICE v- PROFILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB70UT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SUP PROPERTY RIGHT-OF-WAY ACCESS HATCH (ALUMINUM) WIRING FROM PUMP STATION PRESSURE SWITCH MIN" CAP 2" BRONZE, BRAS5, OR L 2(MIN) BRASS SHUT OF - - �- -RESIUENT BALL VALVE VALVES AND FIT I GS \� �� 2" MIN TEE-�� OIL -FILLED ro V CAST IRON PRESSURE �- BRASS DRAIN VALVE VALVE BOX GAUGE 2" ROSS 2" MIN DIA PIPE BALL CHECK LVE (FULL FLOW) HORIZONTAL Y E FLANGED TEE 2" BRASS GATE VALVE �® I INFLOW OUTFLOW FROM PRIVATE TO CITY PUMP STATION FORCE MAIN FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304.STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON . AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL UTTERS 2' R/ HEIGHT I36'- �-I WITH, 3/4- SPACING BETWEEN R01YS 1/4' - PRIVATE -CONSTRUCT AND INSTALL SIGN IN ACCORDANCE WITH PUMP STATION �l 24' SECTION 22.5,2 OF THE (00ER'S HAKE) +-XXXXXXXX UTILITIES MANUAL (PHon[ NuuaEn) ---- [(coo) 000_OML �I 11/4• 1 - a 1/2- BORDER , YIl11$FI GRADE PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS CITY. OF SANFORE 199! FIG. 305 CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE FIGURE SET COVERS FLUSH IN PAVED AREAS & AL ���, BEDDED I FRAMES BEDDED N MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) a 4 COURSES (MAX.) 1'--" MIN. ] 3'--0" MAX. L N �' 5e 2'_p' a _ > INSIDE WA OUTSIDE WALL BITUMINOUS EPDXY COATINGS qT p JOINTPSURFACES PER SPECIFICATIONS 4'-0" 5" MIN. ¢ (SEE NOTE 5) PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE ENCHING PER SPECIFICATIONS 1" 1. p o v] WRAPPER (WRAPPER TO - > BE REMOVED) REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY -� 6 MIN. COMPLETED JOINT WITH SQUEEZE -OUT THE ENGINEER AND SQUEEZE -OUT j -•�-.- 8,"- MIN. APPROVED BY THE 9„ I CITY.' 9" E�N_J2? DETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A. PIPE I PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348. D2460 AND D3036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. IC O (SSEE�DETJUL THIS SHEET) _• STUB -OUT � I_ CI.EANCUT TO BE w �_ GRAVITY .-I 3' FROM BUILDING (SEE DETAIL THIS SHEET) -/ ~VE 4" SERVICES STUB -CUT STORAGE PIT `VACUUM MAIN (SCN 40 PVC) TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" - STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND 4" PVC RISER - 4" PVC C.O. THREADED CAP STRUCTURE t - 45' BEND TEE D., WYE 4" SCH 40 PVC C.O, TYPICAL SERVICE VENT AND CLEAN -OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 2)5 THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3-6 7-12 13-20 21-25 26-35 48-53 _ 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEV/ER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200B TEE PRECAST MANHOLE WALL �- INFLUENT SEWER (SEE NOTE 3)' CONCRETE ENCASEMENT 6" OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND 777, STANDARD DROP DETAIL �/- PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL- PVC OR BAND DIP \STAINLESS STEEL ' PIPE CLAMP RESIUENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER, 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD J7 1999 FIG. 201 O~ N MFl- g z '- z ~ v '1 � o z U Z z HN- O N � z F z F- �' m G a. W U O O a.W O N Inm O ❑ ... 0 0 W WO w w0 M to in � M M t ❑ M Y M 3 M ❑ H o F a W 1') Ul U a m M m EL M m m N to O rr O 0 > m a. M C, a > m > U 00 6 > N N U .- N M U) w r a7 10 - - � z z F- Q p 0 0=0 �=m o Cam® C� 0 o---v Q�-Ip o 0 =4 o Gam® s CITY OF SANFORD Y z F z Z 0 x w w w a. z A Ld - a J z In :2 U o to a: u a. z 3 � P cj c g > �a 4 0 ¢ cD � oz w i= Ii w w Q> a o as a M a. z Of 0 o ❑ w ? Q N oo w V) U IM` I C2 3 o a �J n AC PACKAGE 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RELEASE."OR "STORM WATER" AS APPLICABLE PLAN ALL COVERS IIgr "AC!" OR EQUAL. "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. VHOLE FRAME: USF I' I. I INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE 1 1' CHAIN LINK FENCE PER SECTION 22.3.10 RTU ANTENNA AND 46.8 OF THE MANUAL (SEE FIGURE 3)4) 5' * �--IRRIGATION SYSTEM (TYP) I saansat O i CONTROL PANEL rEsmt s 9 5' MIN (SEE FIGURE 301) 3/4" IRRIGATION 1" WATER SERVICE METER z HOSE BIBB H v 10' WIDE W/BFP DEVICE * o CONCRETE R/W 3' 5' (MIN.) - N 5' SIDEWALK 2ul - 6' S ING GATE Tm l 5' S' BACK OF CURB STREET LIGHT 3/4" POTABLE c/L - PueLic R/w - WATER METER RECLAIMED WATER MAIN * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL. NOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN. AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION . UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. i CITY OF SANFORD UTILITY STANDARD DETAILS DATE 1999 I APPROVED M. CRUMPTONETAILS DATE M. CRUMPTON PEE DET002 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE - _ SEE NOTE 2 RESILIENT SEAT -� M. J. GATE VALVE WATER MAIN CONTINUOUS COLOR CODED, 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES, 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING ,NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 400 BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) - THREADED - NIPPLE f SLOPE FROM _ MAIN z 2 7 N n FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY �- DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: i. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2 LL PIPE AND SCHEDULE 40 GALVANIZED NGS OSTEEL OR BRASS. (FIGUREINCHES AND RSHALL BE THREADED 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 500B). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary jumper connection Is required at ail connections between existing active water mains and proposed new water main Improvements. 2. The detail above is to be used for filling any now water main of any size from existing active wafer malns and for flushing of now mains up to 8 INCHES IN DIAMETER (2.5 FPSmInlmum. velocity) and for pulling bacteriological samples from any new water main of any size. The jumper connection shall be maintained until after filling, flushing, testing and disinfection of the now main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies have been received. Tho jumper connection shall also be usod to maintain a minimum pressure of 20 psi In the new molns after disinfection and until the FDEP clearance letter Is abtalned adequate. Thrust blocking and/or restraints shall be provided temporarily, as required. Pipe and fittings used for connecting the new pipe to the 0xisfing pipe shall bo disinfected prior to Installation In accordance with AWWA C651, 1992 edition. The topping;aleeve and the exterior of the main to be tapped shall be disinfected by spraying or swabbing per section II of AWWA C651-92. 3. Flushing of 10 inches In diameter and larger water mains may be done through the tie-in Valve under very controlled conditions. The following procedures shall be followed: A. The tie -In valves shall be operated and pressure tested in the presence of the utility company and engineer 10 verify water tightness prior to Ile -in. Valves which are not water tight shall be replaced with a now valve Installed Immediately adjacent to the looking valve. B. The temporary jumper connection shall be constructed as detailed. The jumper connection shall be used to fill the new water main and for providing water for bac- teriological sampling of the new main as required by the FDEP permit. • Flushing shall not,be attempted during peak demand hours of the existing water mains. • All downstream valves In the system must be open prior to opening the tie-in valve. • Provide for and monitor the pressure In the tie -In point. The pressure In the existing main must not drop below 35 psi. • The tie-in. valve shall be opened a few turns only, ensuring a pressure drop across the valve Is greater than 10 psi. C. The tie -In valve shall be locked closed by the utility company until flushing begins. 0. The tie-in valve shall be opened only for flushing of the new main. The procedure Shell be directed by the utility company and observed by the engineer. E. After flushing, the tie -In valve shall be closed and lacked In the closed position by the utility company. 4. The contractor shall provide, documentation demonstrating that the double check backflow prevention device has been tested and Is In goad working order at the time of Installation, 5. Except as required to flush lines of greater than 8 Inches in diameter, the tie-in valve shall remain closed and shall be locked in the closed position by the utility company. The tie -In Volvo shall remain lacked closed until the new system has been cleared for use by FDEP and all other pertinent agencies. 6. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the contractor shall remove the temporary jumper connection. The corporation stops are to be closed and plugged with 2, Inch brass plugs. 7. All Installation and maintenance of the temporary jumper connection and associated backflow prevention device, flHings, valve, etc. shall be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION -[CITY OF SANFORD 1999 FIG. 5048 COVER (SEE FIGURE 115) tM i0 UNDISTURBED EARTH BACKFILL SPLICE BACK INTO MAIN LOCATE WIRE - BUTTERFLY VALVE o� f o ° o -VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE ffm 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ADJUSTABLE CAST IRON VALVE BOX BEDDING ROCK NOTES: i. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3, CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 401 �el d rA.) HYDRANT -1 1. U r ! rOI� Fire Deptt OPERATINGC! NUT \ , Insp. Final in V 1 HOSE NOZZLE -� AS REQ'D. Dates '- s 24" SQUARE AND PUMPER NOZZLE 6" THICK REIN- FACING STREET FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) -VALVE PAD z (SEE FIGURE 107) 2-#4AT9 O.C. ALL \ N AROUND \ -�- - COMPACTED BACKFILL M J HYDRANT N W ANCHORING TEE SEE NOTE 3 a 12" MIN. J� T 6" BEDDING ROCK 6" PIPE MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE.. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3, CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING 8-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS .SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 DOUBLE CHECK OR REDUCED PRESSURE 'ZONE DETECTOR ASSEMBLY AS O.S. & Y. RESILIENT APPROVED BY THE CITY SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) RODS ON D.I.P. RISER (TYP) Ark FLANGED - �1 90' BEND , 4" CONCRETE SLAB (2 REQ.) WITH NO. 6 x 6 - X Wt0 x W10 a a WIRE MESH SLOPE-24" SLOPE ' D ' 0. •. D• .D • . Dom'-- 1/2" PREFORMED JOINT AQJU`jTAB F, P{PF MATERIAL BETWEEN 36" MIN. COVER ppRT �STTpNQPs PIPE AND CONCRETE . SLAB (TYP) FROM Q- TO ^ MAIN C_ 90' BEND (2 REQ.) _ �� sERVICE THRUST COLLAR RODDED TO THRUST COLLAR ROBBED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) 1'0" MIN BALL VALVE (2 REQUIRED) 5'0" tdlN CONCRETE SLAB I I ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B o aZ n F W 9 S z�a Wad Zs, VI .Z- Uoad Z-0. U$a as owe N&LL o� Z 0 QL F W a %W • U 0 V g mm x w >�m �wW 3 mo woo, S C.)WWUZ Z 0 W 2 eW �? Z J a z a 3 Q CI QG✓NN ? Z LL o w aUZ ID N = Cd 2 ad 0:3 • q ci 9 m ad :3 a Q. > ZQ > 0 Is 3� mm W \2 Z L- In n. a. > W e: m �� W Q. to W In X Z FW Z Q In> TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999 FIG. 505 RIGHT OF WAY UNE -�_ -_I UMITS OF UTILITY EASEMENT Ir CONCRETE sea �I BYPASS , l'vw5 u�l � �>'uu•uec�Irr�; c �vl I TRAFFIC COVER - WHERE REQ'D. DOUBLE METER BOX (18' x 24' MIN.) FINISHED GRADE 4" 2" CAP 2" GATE VALVE I 2" 90' BEND f 6" 2" 90' BEND RESTRAINED JOINT 6" BEDDING ROCK DUCTILE IRON WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL V8 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 9 QATE 'MAIN YALYE 1 METER &STRAINER T o -_ (SEE NOTES 9-10) -2'0" MIN. 12" SPOOL PIECE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR FLANGED "I' TO BYPASS ASSEMBLY AS REQUIRED BY THE CITY PREFORILED JOINT MATERIAL BETWEEtI PIPE - O.S. & Y. RESILIENT SEAT VALVES AND CONCRETE SUB - (3 REQUIRED) 90' FLANGED BEND 7- RODS Ott D.I.P. RISER 4" CONCRETE SLAB WITH 12 IHIN• NO. 0 x 6. YIIO x Wlo 36 MAX. SLOPE WIRE NE5H SLOPE FINISHED GRADE i -_ JJAIN r iGATE 97 NJ BEND (2 REQUIRED) -I-II -FR !l IJA1N TO SERVICE -^ THRUST COLLAR IN ROBBED TO 90' BEND OR RESTRAINED ADJUSTABLE PIPE TO VALVE AS REQUIRED SUPPORT STANDS - THRUST COLLAR ROBBED TO BY THE CITY NOTES: 97 BEND OR TOTALLY RESTRAINED AS REQUIRED 1. ALL PIPE AND FITTINOS, MATERIALS, LABOR, AND APPURTENANCES 13Y THE CITY SHALL BE SUPPLED BY THE CONTRACTOR. 2.. ALL PIPE AND FITTINGS THREE (5) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. -ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 3. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLATIONS WITH BYPASS. 4. VALVES SHALL BE CHAINED CLOSED. S. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW REQUIREMENTS. 6. ALL FIRE LINES 'SHALL BE A MINIMUM OF EIGHT (8) INCHES .OR AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. B. A -GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE . 10. DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND OR INUNE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE IN ACCORDANCE WITH APPENDIX '0' OF THE UTILITIES MANUAL.. DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY CITY OF SANFORD 1999 FIG. 501 UZ 0 3: 10 In 0 U W 2 ZZ=1 -a Wad Z% a z�a NQ 4 UZ6 I oW.LL-. 10`` 0 a �. m w Ls , aaz it >w � W W Z m m fa mmo W Qom hod a- a a Y Q W ,L-j UO WWa mmm~qq U zo a ad=Nad LL Z Wjti ZE \aUZ Q: m �x- a MW a a zQ > 0 ad V3 m� mm 09 w F :7 C 0 X Y = W NF- JJ 1 2 ow Z Zad XNwoo > .0(A W TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 11999 FIG. 5 16 DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) '- A MAIN MINIMUM) CLEANOUT \ ` (TYP) U REDUCER 4" WATER MAIN (MIN.) 6" FIRE / HYDRANT FITTINGS AS / ASSEMBLY REQUIRED (TYP.) JJJ (SEE NOTE 1) RIGHT OF WAY LINE - SEPARATE TER - CURB BOXES WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90° BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED - PRESSURE VACUUM BREAKER OR PIPE AND FITTINGS OR REDUCED PRESSURE DEVICE SCHEDULE 80 PVC PIPE FL (NOT REQUIRED WHERE RECLAIMED AND FITTINGS WATER IS UTILIZED) METER BOX AND LID UNION UNION TO BE FLUSH WITH ag FINISHED GRADE. - SHUT OFF VALVE 12" TO 30" ABOVE ` CURB 4" TO 6" GRADE FINISHED GRAD METER CURB STOP - SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES e "D---- CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE ---- DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. - WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 DISINFECTION Before being placed in service, all nave water mains shall be chlorinated In accordance with the specifications below and the procedures outline In AWWA C-651 "Standard Procedure for Disinfecting Water Mains All provisions of the Florida Department of Environmental Protection permit shall be compiled with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed of 150 pounds per square Inch pressure, unless otherwise approved by the City, for a period of not lass than two (2) hours. Testing shall be in accordance with the applicable provisions as set forth in Section 13. AWWA Standard C600 for ductible iron pipe and AWWA Manual Number M-23 for PVC pipe. The testing procedure shall include the continued application of the specified pressure to the test system, for the two hour period, by way of a pump taking supply from a container volume® displaceds from saidreontainThe er. Should tthe taut fall, Ifnecessarym®pa r3 yshall measuring the accomplished by the contractor and the test repeated until within the established limits. The contractor shall furnish the necessary labor, water pumps, gouges and all other Items required to conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED DOUBLE CHECK OR PIPE AND FITTINGS OR REDUCED PRESSURE DEVICE SCHEDULE 80 PVC PIPE R. AND FITTINGS METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE - 12" TO 30" ABOVE CURB 4" TO 6" GRADE FINISHED - GRADE METER CURB STOP SERVICE LINE a --- CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: I. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE. OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. S. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 CORPORATION MARK WITH WOOD CORPORATION - Y-BRANCH PAINTED IDENTI- STOP 1 MIN.) - FITTING STOP (I' MIN.) - CAL COLOR & - ( (1' x 3/4' WITH LOT NUM- x 3/4') aERS CURB 'STOP w Z CURB STOP - Z 2 EA' Q (SEE NOTE 3) Z � 2 ad O W W r MAX � a _ PROPERTY 3 TUBING UNE TUBING PROPERTY (1" MIN.) (1' MIN.) UNE SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2' WATER METERS UP TO 2' (BY CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERVICE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK d: FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING Y/IRE ALONG MAIN (SPLICE SERVICE \ WIRE TO MAIN WIRE WITH WATERPROOF CONNECTOR) �- 30' - 45' YOKE BAR METER CURB STOP AWWA TYPE CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 DOUBLE CHECK BACKFLOW 2"METER PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY j� SUPPORTS jAS REQUIRED. t2" TO 30" � 3/4" HOSEBIBB ABOVE W/VACUUM BREAKER 2" SCHD. 80 PVC.-® GRADE o-- 2" SCHD. 80 PVC PRESSURE ,GAUGE DOUBLE STRAP SADDLE 2" CORP. STOP -\ 2" CORP. STOP. EXISTING , s o NEW WATER LINE WATER LINE - FLOW �_% TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A I CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS DATE 1999 APPROVED M CRUMPTON PE4r00 J s I, r\v7 ED \R:D) 7 o 0 mo` � �� ���� � \r v� D/-qVJ L I -N - SEMINOLE COUNTY TANKS BUREAU PLAN REVOW Aa2'%"P? BY TANKS / LINES ONLY o qm -2 � - 0 0 m LL Dom° ° c o 0 LID o U Locn 0 -o =3 o • cu o U N � � � QU0 : O \\\ N i � J � �O SHEET TITLE DATE TITLE SHEET 5/10/02 YD 1 GENER IC SITE PLAN 5/09/02 — ELECTRICAL PLAN 5/09/02 w o e YD 2 YARD ELE � o o YD-3 YARD UTILITY PLAN 5/09 /02 YD-4 YARD PAVEMENT PLAN 5/09/02 z Fl w O o YD-4E YARD PAVEMENT PLAN SPECIFICATIONS 1 /03/02 w F-- cn YD-5 YARD AND DRIVE DETAIL 2/19/02 V) YD-6 GENERIC SITE LIGHTING PLAN 3/25/02 W U C BU-1 FOUNDATION & SECTION PLAN 4/22/02 Q � cWn 00 J �. BU-2 BUILDING ELECTRICAL PLAN 4/23/02 0 0 0 �— Z ELECTRICAL PLAN 4/22/02 Q �- BU 3 BUILDING ELE _ 3 CA-1 BUILD. &CANOPY LAYOUT/ELEV. / 20 02 / cr N CA-2 PRE. FOOTING & LIGHTING PLAN 3/20/02 Lo D-1 40.5" ENCORE DISPENSER DETAILS 1 /07/02 D-2 40.5" ENCORE DISPENSER DETAILS i/va/v/- PRODUCT PIPING PLAN (FRONT) 4/23/02 FT-1 PRODUCT PIPING PLAN (REAR) 4/23/02 FT-1 PRODUCT PIPING PLAN (RIGHT END) 4/23/02 FT-1 PRODUCT PIPING PLAN (LEFT END) 4/23/02 FT-1 TANK PLAN VIEW ELEVATIONS AND RISERS 12/20/01 FT-2 TANK SUMPS AND GROUNDING DETAILS 12/20/01 FT-3 1040 FT-4 TANK K15tK Ut I HILJ �7 0 � p FT-5 TANK ANCHORING DETAILS (209000) 12/28/01 NOTES SHEET 12/26/01 FT-6 SIGNAGE DETAILS &LOCATION 8/28/01 SA-1 SAFETY FEATURES 1/07/02 SA-2 ISTANDARD FORMS 1/07/02 F-1 DD Q g O Q�3Q � 0 DD moo 0 13 g^ O n nO DU`V lu`, �uul - 00 M •- N ..- 10 m M N R 010 w b A 0 to tM 0 M 0 N 23'-11" Outside Of Station Lease Line 36'-0" 65'-6" SCALE 1:100 36$-0" U-BUMPER DETAIL s<aio ,:ao 4 3 4'-0" A— A— Located On 2 2'-0" Sides Of Every Column See Sheet T-3 Dispenser 1 2 9 J A — Located On Front Sides Of Every Dispenser See Sheet T-3 R 4" (TYP.) U—BUMPER 11 N =aD o� o o C6 (0 p Qi VJ L IS v N ca O p // /N/)� L � VJ �_ -0 < U) 70 U) -C M po \ ` O U) O . 04 O 0 U N n LLJ O o 10" Canopy 0 I- c3 Column CL Z X (n O o A U V) x c0 W W1-0 � � � W pVprr w 00 V) _ 1 O Z W in (Q_ - w� D O CY • �7 Q M Iry W Q to 4 N rn o A DISPENSER ISLAND D ETAI L Scale 1:30 OSHA Safety Rod Cap On Each Fence Support 10'-0" Max. Spacing 000 OOOOOOOOOO00000000000000 oo 000�000000000000000000000000 00 004000000000000000000000000100 000 000000000000000000000000 00 000 000000000000000000000000 00 000t000000000000000000000000 000 00 000000000000000000000000t00 00 R 0 � +� V t Q1 000�000000000000000000000000 004000000000000000000000000T00 000 000000000000000000000000 00 wI 004000000000000000000000000t00 000 000000000000000000000000 00 004000000000000000000000 000 0�00 0000000000000000000 000 00 000 000�000000000000000000 000000000000000000 0000 00 00000 00 Ground 11=111 1 I-111=1 11 level :III=1 =III I III=11==---===III—II—III I 11= I I-1==111=1 1111I 111 0 ca II11 II I I I Rebor Fence III N a 0 =I I II Support SHA Safety Fencing B FLEXIBLE SAFETY FENCE DETAIL Scale 1:30 NOTES: 1. Amount Of Fill Removed A. 10" =4973 Cubic Feet B. 12"=1499.4 Cubic Feet C. Tank Cavity=20414.98 Cubic Feet 2. Amount Of Curb To Be Sawcut (If Applicable)= 138 Feet 3. Total Area Of 10" Concrete = 18,748 Square Feet 4. Total Area Of 8" Concrete = 230 Square Feet 5. ® Refers To Safety Signage On Sheet SA-2. 6. 0 Refers to Yard & Drive Details On Sheet YD-5. 00 �r r M r N �F ■ U N01 0 o Q ° a � U C� `O Q a Q w oQ�Q 00 ® M 0 o no O O I x m V For Details (Typical For Site) im Division 2 '"•••'•'"•• NEC ELECTRICAL EQUIPMENT CLASSIFIED U ' uv To ie�.. _ Above Grade NEC ELECTRICAL EQUIPMENT C�Sl�"IE�AR�AS SCALE 1: 100 REAS SIDE VIEW N.E.C. HAZARDOUS AREA NOTES OA TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK — FILL OPENING EXTENT OF CLASS 1 GROUP D, DIVISION 1 LOCATION: Any pit, box, or space below grade level, any part of which is within the Division 1 or 2 classified location. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Up to 18 inches above grade level within a horizontal radious of 10 feet from a loose fill connection and within a horizontal radious of 5 feet from a tight fill connection. O9 TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK — VENT —DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: Within 3 feet of open end of vent, extending in all directions. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Space between 3 feet and 5 feet of open end of vent, extending in all directions. OC TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP — OUTDOOR) EXTENT OF CLASS 1 GROUP D, DIVISION 1 LOCATION: Any pit, box, or space below grade level if any part is within a horizontal distance of 10 feet from any edge of pump. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Within 3 feet of any edge of pump, extending in all directions. Also up to 18 inches above grade level within 10 feet horizontally from any edge of pump. OD TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — PITS) EXTENT OF CLASS 1 GROUP D, DIVISION 1 LOCATION: Any pit, box, or space below grade level, any part of which is within the Division 1 or 2 classified location. OE TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — DISPENSER) EXTENT OF CLASS 1 GROUP D, DIVISION 1 LOCATION: Space classification inside the dispenser enclosure is covered in ANSI/UL 87, 'Power Operated Dispensing Devices for Petroleum Products." OF TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Within 18 inches horizontally in all directions extending to grade from (1) the dispenser enclosure or (2) that portion of the dispenser enclosure containing liquid handeling components. Space classification inside the dispenser enclosure is covered in ANSI/UL 87, "Power Operated Dispensing Devices for Petroleum Products! OG TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Up to 18 inches above grade level within 20 feet horizontally of any edge of enclosure. N U � LLI 7 O n 5 Z °' a. I`— (n i = I) o- LJJ C) (n V) o N iL Ujry o 0 (W 00 —J Z N O cn �— Z Q = 9 m �o B N N is ►� o a 0 Q 0 Q O Q Il.11 11 u oo �O 0 o n o 0 R a �l N r 00 P Zi N P P 19 ■" 0 EZ to N C P JOBSITE INSTALLATION NOTES 1. General Contractor Shall Obtain All Required Installation Permits From Local Authorities And Make Arrangements For Any required Inspections. 2. General Contractor Shall Perform (Required) On Site Testing Of Plumbing Systems And Shall Include The Cost Of Testing In His Bid. Plumbing Piping Systems Shall Be Leak/Pressure Tested And The Water Service Piping Disinfected As Per The Requirements Of The Local Plumbing Codes Having Authority. 3. General Contractor Shall Connect Building Floor Drain To Building Sanitary Sewer. Building Drain Stub Is Located On Building Manufacturer's Plumbing Plan. 4. General Contractor Shall Connect Building Water Supply To Potable Water Supply System, Building Water Supply Stub Is Located On Building Manufacturer's Plumbing Plan. Separate Water Supply At Least Five Feet From Sanitary Sewer And Tank Field. 5. General Contractor Shall Furnish And Install Water Meter, Potable Water Supply Protection, Pressure Reducing Valve, And Thermal Expansion Valve, When Required By Local Codes And/Or Conditions. 6. General Contractor Shall Insure that The Water Heater Unit Is Completely Filled With Water Before Power To The Water Heater Is Turned On. 7. General Contractor Shall Install New 4" PVC Pipe (Capped At Both Ends) Across New Approach For Future Use. See Note 7 This Sheet (Typ.) Each New Approach VENDOR GAS STATIONS CONDUIT FOR FIBER OPTIC CABLES Provide an empty conduit with a pull- wire routed from the gas station area to the Wal—Mart building as shown on composite site plan. Do not install without written approval from Wal—Mart Special Project Team. Do not route fiberoptics cable through tank field. 2" CONDUIT:. The conduit shall be 2" diameter Carlon type "DB" direct burial telephone duct or 2" schedule 40 pvc. Install galvanized pull wire or purple polypropylene rope with a minimum pulling tension of 100 pounds. The minimum burial depth shall be 24". Install orange detectabel hazard tape with integral "Buried Fiber Optic Cable" wording, 12" above the conduit. All changes in direction of the conduit will require long factory sweeps (not standard sweeps) with radius not less than 10 times the diameter of the conduit. No more than two 90—degree bends will be allowed -between pulling points, or a total of 180 degrees combined in several bends. Pull boxes shall be located every 450' unless the combined total of bends requires additional boxes. Conduit should enter and exit the pull boxes 180 degrees apart. PULL BOXES:. All pull boxes located in paved areas subject to truck traffic shall be "H-20" load rated. The typical pull box size will be 18" x 24" x 24". Deeper boxes may be required when the conduit alignment is affected by other utilities. Acceptable for most locations is a "Quozite" PG1730BA24 box with PG1730HA00 lid, (Strongwell, Lenoir City Division, 800-346-3062) or approved equal. The pull box shall be installed per the manufacturer's specifications with a concrete collar and a minimum of 8" of gravel compacted to 95 If using a pull box to change direction, the minimum box size shall be 48"x48"x24" pre —cast concrete with separate manhole lid and collar. To Public Electric & Phone Service SCALE 1:1 UU SA W DIRECTIONAL BORING: Use of directional boring may be required to avoid disruption of traffic, protect landscaping features, etc. Conduit shall be routed the shortest distance possible from the gas station lease area to the Wal—Mart building. Conduit shall be 2" seamless continuous with long sweeping bends if required. Distance between pull boxes shall not exceed 1500'. If a pull box is required it shall be 48"x48" x24" pre —cast concrete with a separate manhole lid and collar. The box may be deeper as required by conditions. A combination of the two above listed systems can be used at one site if needed. An example would be to use direct burial in a landscaped area to get as close to the existing building as possible, then use directional boring to complete the conduit routing without closing any driveways. BUILDING ENTRANCE: A pull box shall be located as close to the building as possible, with a sweep making the vertical bend into the club. Provide building entry detail. BUILDING ENTRANCE: The conduit shall be terminated with a pull box at the edge of the station lease area as designated on the station plans or by the special Projects Manager. o Public Sanitary Sewer And Water Service C I I I I I fiber Optic Conduit To Computer Room By Others. I I I I v CL N w L o c C � U) Co M 7(D U �. Q � O 0- o c N ° 18"X24"X8" Pull/Junction Box Attached To Bottom Of Existing Bar Joist. Provide Pull Wire At 1000 lb. Strenght. — Existing building Existing Bar Joist Provide Sealant At Conduit Penetration And Insulated Bushing On Nipple 2" LB. Fitting Provide Conduit Anchors To Building At 8'-0" O.C. Vertical 2" Galvanized Conduit — Paint To Match Exterior Building Color Finished Grade i 18"X24"X 12" Pull/Junction /—Box In Sidewalk "',--Conduit To Gas Station ' Area Refer To Utility Plan For Connection 2" Galvanized Long Factory Sweep With Min. 20" Radii. CONDUIT AT WAL—MART BUILDING ENTRY SCALE: NONE N A to Gi w in t to tote: ctual location of existing site utilities may vary. See cal consultant's drawings for further information. The eneral Contractor is responsible for familiarizing himself th the prevailing local practices in utility construction, cluding materials, backfill, depth, backflow preventers, esting, tapping, application procedures, main disconnect cation, and any other variable utility requirements. 3ilure to exercise due diligence in these matters will isult in the disqualification of bids, and/or rejection of aims for extra compensation. N S N U O X 4. W 0- a Z O I— to = x <LIJ � _ F Ld Lv 00 _! O N to OZrn CD _ � 9 Q m _1 o Q �L0 Ce a 0 o 00 h LO r M T N IE ■ Ci ■ n 0 0 Q0 ❑ 0 o � Q � m Q � � 00 �O M O 00 gogm o W-y 41 �=J cc Mo -C� o aM .� EL � �ocn i � o ° -L— W U U) \ \ Q a c Q� L 0 \ ot� N Z r i i N ci N d F— 00 LLJ O cd n Z O I = M 4 Lj r r- Ia. FQ- �� V) � 4i .. p W N~ > x LO Q � LLJ �00 J o W N F-- ry • • z 9 .- � m � 8 :DN M •• • a N M N N ■ G7 ■C I� Q O O QMp l�" U urg-� VU � rog roll no re) z no I x m V c SUBGRADE PREPARATION 1. Clearin A. The contractor shall remove all vegetation, surplus soil, demolition rubble, and other undesirable materials. Such materials shall - be promptly hauled from the site and disposed of in accordance with governing laws and codes. The contractor shall shape the subgrade in accordance with the grading plan, taking into account the thickness of i the paving system. The tolerance of this rough grading shall be within 1 /2" high to 1" low. B. During this operation the contractor shall note any soft areas that n P become apparent after traffic by construction equipment and loaded trucks. Such soft areas shall be reported to Murphy USA for determining the method of treatment required, if any. Failure to rectify unsatisfactory subgrade will result in paving failure, which will be assessed as the liability of the site contractor. j 2. Maintaining dry Site conditions A. During preparation of the subgrade and until the paving is in place, the contractor shall take reasonable measures to obtain and to maintain a dry site condition. Such measures shall include pumping of free surface water, minor hand and/or machine shaping to facilitate water removal, and other operations to speed drying. CONCRETE SLABS & ISLANDS r 1. Materials & mixes_ k 4000 A. All concrete shall be certified as high -early strength, p.s.i. 28-day compressive strength ready -mix concrete. Contractor to provide plant batch certifications to owner's field representative. Slump shall be 4-5". Air entrainment shall be 5-7%. Calcium chloride shall not be used. Proportion and mix per ACI 301. Portland cement to comply with ASTM C150. Aggregate to comply with ASTM C33. B. Curing compound to be master builders' Mosterkure or tams industries' Tri-Dor 44. Apply as per manufacturer's specifications. C. Concrete will not be reinforced for flat work, except around the large submersible pump manholes, as shown in the tank details. Reinforcing rod to comply with ASTM 615, grade 60. E. D. All concrete flat work shall have a minimum of 4" compacted bedding,similar to asphalt. All concrete shall be placed on a vapor 4 mil or greater polyethylene to assure complete hydration barrier of g P Y ' occurs. 2. Formwork i slab A. All wooden forms to be no less than the specifed depth of the • Staking for to be poured, and not less than nominal 2 x 4 size. straight sections shall occur not less frequently than every four feet and - shall be both inside and outside of the form. For curves, staking shall occur not less than every foot, and shall be both inside and outside of the form. Steel forms shall be staked according to their design requirements. All removable forms shall be coated with form -release oil prior to placement of concrete. Cylindrical forms shall be of new Sonotube or equivalent disposable materials. These materials must be removed completely after use. B. Island forms shall be positioned using masonry blocking and steel Is stakes both inside and outside of the form, to achievean average 6 reveal height as measured at the center of any long side of the island. The sides of the island form shall be shimmed against the stakes to provide a perfectly plumb freeboard. Island forms shall be isolated using minimum foam expansion material with removable top placed even with finish grade, and hand -tooled edging. After concrete is white, the removable top shall be removed and the gap shall be filled using Siko-Flex poured sealer, leaving no gaps. C. All edges created by removable forms shall be tool -rodiused after surface finishing to provide a smooth border on all slabs. Expansion joints shall be positioned against completed slabs prior to the pour of adjacent slabs. D. Forms shall be removed no sooner than 24 hours from the time of' the pour. 3. Placement of concrete A. Assure sufficient manpower to complete the slab work allotted on the pour schedule. Do not begin slab work if signif icant rainfall is expected within two hours of the placement of concrete. Provide sufficient ,t r polyethylene sheeting to a height of 8'-0" whenever placement of concrete is within 15' of building. Provide drainage channels for runoff in case of rain. Do not pour concrete slabs when daytime temperatures are expected below 30 degrees Fahrenheit. Protect concrete for 24 hours f rom f reezing. B. Place only full slabs as indicated on this plan. Do not begin a slab unless sufficient quantities of concrete are available to complete the slab. If pouring adjacent to an existing slab, asphalt section, or of her structure, masking or other provisions must be taken to assure that no splatter is left behind. Failure to prevent splatter will result in the rejection of damaged work and liability for some to be borne by the contractor. C. Concrete vibrators shall pQJ be used for any curb or slab work. j They should be used for placement of concrete in the bollards. Manually hammer -top sides of curb and slab forms to reduce honeycombing. 3. Placement of concrete cont. D. Screed all slab concrete immediately upon placement to assure proper grades. Bull --float slabs immediately after screeding. As soon as the placed concrete will allow, make .first t-joint grooves, and first edging passes. When the surface has dried sufficiently to bear the weight of a broom without excessive buildup, create light broom strokes across the concrete in a direction perpendicular to the direction of traffic. Re -tool edges and t-joints after completion of broom finish. Caution: do not overwork concrete surface! Less is more! E. Pour island forms with smooth trowel finish. F. Protect concrete from excessive heat and premature drying by the use of kraft paper and 'water mist. Coat concrete after all finishing is complete using the specified curative agents. G. Do not allow clay or salt to contact finished concrete for 30 days. Avoid allowing construction vehicles to cross the slabs for the remainder of the project. Do not allow vibratory rollers within one foot of concrete edges. H. if saw cutting is employed, it must occur from 8-12 hours after initial set. So� ollina due to saw cutting actions may result in rejection of the concrete work. 1. No vehicular traffic shall be allowed for 7 days after concrete placement. J. Unsatisfactory concrete shall be removed and replaced without cost to Murphy USA at the discretion of its site inspectors. 4. Concrete sealing Cnorthem areas) A. Coat all concrete surfaces with Sherwin Williams H & C Concrete Waterproofing Sealer. consult with manufacturer for application directions. B. Seal coat all sites north of the Mason Dixon Line and include the following states: North Carolina, Kentucky & Missouri. 5. Cold weather concrete installation usina Accelauard UQ A. Add Accelguard 80 w./ water & aggregate to the ready mix concrete truck, but do not dispense onto dry concrete. Note: for temperatures 32 f - 60 Fahrenheit, add at a rate of 16oz./100 lbs. Of concrete. For temperatures below 32 f, heat aggregate and use warm water so that when mixed concrete temperature will be above 60 f. Refer to: "recommended practices for cold weather masonry construction" as published by international masonry Iindustry all weather council for typical cold weather masonry practices to be followed. 6. Outlot concrete paving n_ otes A. Layout joints to form approximately square panels, as shown. Typical slabs should be provided with saw cuts at 12- 15' intervals. B. Control joints should have a depth of at least one-fourth (1 /4) the slab thickness e.g. L-1 /2 inch for a 6" slob. Tooled joints are preferred to sawn joints, wherever possible. C. Expansion joints shall be made using Greenstreak brand plastic expansion board, extending to the full depth and should be used only to isolate fixed objects abutting or -within the paved areas. The typical diagram shows the usage of all types of joints desired. D. Joints should run continuously and extend through integral curbs. Joints may be terminated and offset at isolation joints. Use expansion joints where abutting existing curbing. E. Adjust jointing layout or location of manholes, catch basins, small foundations and other built-in structures. Typically, catch basins, bollards and anything having a foundation or different cross-section than the surrounding paving shall be isolated using Greenstreak plastic expansion board with g-seal capping or �h inch thick foam with Siko-flex poured capping, where radiuses do not allow the use of the Greenstreak products. Hammer -tap sides of curb and slab forms to reduce honeycombing. F. Orient control joints to avoid acute angles or small pieces of slab at curves. Offsets should be at least 18". Joint material should radially tie into curved features. G. Dowelled joints shall be located as shown, along the inside of the most exterior slabs. Do not dowel a slab in two directions. Dowels shall be inserted into Greenstreak speed dowel reusable forms. The greased end of the smooth dowel is located at mid -slab depth and held in place level and perpendicular to the joint using the speed dowel, which remains with the form. After the forms are stripped, the steel dowels are checked to assure full insertion and alignment in the initial slab before pouring the adjacent slab. Dowels occurring under and parallel to control joints should be removed before pouring the adjacent slab. Steel dowels are smooth, straight, plumb, parallel, 0.75 inch diameter, 18 inches long, and 12 inches on center. ASPHALT 1. Granular base A. Sawcut all abutments of new asphalt to existing asphalt to the full depth of the existing section, and remove any irregular edges and loose material. Maintain parallel lines for all sawcuts to the extent practical. B. Fine grade and compact subgrade, removing all debris and irregularities. Install compacted crushed stone as available from approved state highway department suppliers. Undercut and replace any soft or pumping areas. Proof -roll compacted base at required depth. Remove all loose materials from finished base. C. Apply tack coat of emulsified asphalt diluted in water at a 1:1 ratio and an application rate of 0.05 to 0.15 gallons per square yard to all in -place surface areas which will be in contact with asphalt paving. D. Prior to installation of binder course, apply a prime coat of asphalt cutback at a rate of 0.20 to 0.30 gallons per square yard over compacted base. 2. Bituminous concrete base course: Fine aggregate bituminous concrete A. Asphalt material to qualified as ASTM D3515 for viscosity graded material and ASTM D946 for penetration graded material. B. Installation temperature of bituminous concrete materials shall be not less than 2250 Fahrenheit. Do not install any bituminous pavements where the expected ambient temperatures will drop below 40 during the paving process. Do not install any bituminous pavements on wet or frozen ground. + _ C. Install entire 2-1/2 is of BCBC binder course in one lift to a tolerance of 1 /2". Continuously compact binder with minimum 10-ton breakdown roller or equivalent vibratory roller with a roll pass width of not less than 60". Do not use vibratory equipment within one foot of concrete edges or buildings. In these cases, use flat plate mechanical tampers. D. Install entire 1-1/2" of FABC wearing course in one pass to a tolerance + of 1 /2", All lops of wearing course shall occur no less than one —foot away from laps in BCBC. Laps in wearing course should be made quickly enough that rolling will cause them to become invisible. Repairs in the wearing course shall be done using hot material only, and the surrounding three feet of asphalt shall be re -heated to blend with the repair. No traffic is to be allowed on new asphalt for twenty-four hours. 3. Asahalt Sealcoating A. Coat all existing asphalt areas with two coats of Foss-Dri asphalt emulsion sealer (Jennite R-13) consult owner's representative for schedule. (existing asphalt areas only) 4. Traffic markings A. Traffic markings to be two coats of chlorinated rubber -alkyd type paint. Colors are as follows. OSHA yellow: no parking zones, trip hazards, loading zones: traffic white: directional arrows, regular parking spaces, traffic stop bars: ADA blue: handicap spaces and symbol. See F-1 b. Paint island forms with two coats of Sherwin- Williams metal latex black. See drawing F-1 ACCEPTANCE A. The finished driveway surface shall be true and even with finished grades as called for on site plan. Finished surfaces shall be smooth with a uniform texture and free of surface voids, no matter how small. The entire surface shall be free of depressions, ridges, cracks, soft areas, tool or roller marks, pits and other irregularities. Edges shall be flush and straight. Portions of the completed pavement that are defective in surface, drainage, compression, composition, or thickness shall be removed and replaced as required to correct deficiency in a manner satisfactory to Murphy USA field representative at no additional charge. No feathered edge surface patches shall be allowed. WARRANTY A. The contractor shall warrant the entire concrete and paving system for a period of one year from the date of acceptance by Murphy USA the contractor at no cost shall promptly make any required warranty repairs to Murphy USA. warranty repairs shall comply with the provisions of this specification. F -v 00 U � v O t n W a Z a o o- O N a: Z Q N a LIJ U r W o V) _J w Z _ z O z ry >- a Q = n I � Ca o a Q � o $ M N �o ■ .. N. E M :� to N 0) V I I•. NOTE: DO NOT USE VIBRATORY ROLLERS CLOSER THAN 1'-O" TO CONCRETE SLAPS AND CURBS. CONCRETE SLAB -\ NEW 1-1/2" ASPHALT OVERLAY -- SUBGRADE1J EXIST. ASPHALT ASPHALT BINDER 3'-0" MIN. COURSE EXCAVATE TO SUBGRADE ALONG CONCRETE SLAB AND PLACE ASPHALT BINDER COURSE TO 1-1/2" BELOW CONCRETE SLAB. OVERLAY WITH 1-1/2" ASPHALT SURFACE COURSE. OVERLAY FOR EXISTING ASPHALT DRIVE 1 /2"R CONC. SLAB X_ TOOLED CONTROL JOINT (PREFERRED) USE "KRAFT TOOL CO." EXTRA DEEP BIT BRONZE GROOVER # CF-317 (OR APPROVED EQUAL) 1/4 D + 1/4" 1/4 D CONC: SLAB SAWCUT X X o ' SAWN CONTROL JOINT (ALTERNATE) 0 CONTROL JOINT IN CONCRETE SLAB GREENSTREAK G-SEAL EXPANSION JOINT CAP METAL SCREED KEY WWF 6X6-W2.9XW2.9 CONCRETE 0.1 D o SLAB 0 X.�r- x COMPACTED 1:3 SLOPE GRANULAR BACKFILL INSTALLATION STEPS 1) USE FACTORY FABRICATIONS FOR INTERSECTIONS AND CHANGES OF DIRECTION. INSURE ALL SECTIONS TO BE SPLICED ARE CUT SQUARE AND BOND TOGETHER USING G-SEAL ADHESIVE. 2) PLACE CONCRETE USING NORMAL PLACEMENT TECHNIQUES, UTILIZING THE G-SEAL AS A SEALED RAIL. VIBRATE CONCRETE TO INSURE GOOD CONSOLIDATION AROUND G-SEAL. NOTE INSUFFICIENT CONCRETE AT THE G-SEAL PROFILE- G-SEAL SHOULD BE FLUSH OR SLIGHTLY BELOW THE FINISHED CONCRETE SURFACE. CONCRETE WILL NOT ADHERE TO THE TOP OF G-SEAL. TOOLING OF JOINT- G-SEAL PROVIDES A FINISHED JOINT. DO NOT TOOL! KEYED CONSTRUCTION JOINT IN olo CONCRETE SLAB 9" MANHOLE • OPW 104A-1044 OR EQUIVALENT D D D BRASS RECESSED CONCRETE PLUG CARTWHEEL 1/2" SLOPE • '�' 8 WWF 6X6-W2.9XW2.9 24" MIN. 6" DIA. SEWER CLEANOUT TYPICAL MANHOLE LOCATED OUTSIDE OF CONCRETE PAVING 14 1-1/2" FABC 2-1/2" BCBC 6" WELL GRADED, COMPACTED GRANULAR BASE TYPICAL ASPHALT CROSS SECTION 4. & °' GREENSTREAK G-SEAL #610 4 . •Q q, EXPANSION JOINT CAP ° d d . IN 3/4" x 5 1/2" PLASTIC a n ° EXPANSION BOARD ° 1/4" MIN. ° ANCHOR STAKE WWF 6X6-W2.9XW2.9 >,4•D' Q,4' D,4•D 4 D• p D•4 iI 4, tl D 4' 4 4' 4, '4 D. 4 D 4, 4 • 4, 4 4. 4 , 4' D .4• 4 . Q' D 4 4 4 fJ Q4 �'4 Q' D.4. D.4.D,4.' Q, O O D p• 4' D ,4' 4 Q' 1/2, 4• p ,4 4 4 (2) 3/4" x 5- PLASTIC EXPANSION OQQ I I I I O IO" � O O O O O BOARDS QSLi10 4 MIL POLYETHYLENE I I I I VAPOR BARRIER INSTALLATION STEPS: 1. TERMINATE STAKES BELOW THE TOP OF THE BOARD A DISTANCE EQUAL TO THE DEPTH OF THE G-SEAL PROFILE PLUS 1/4" MIN. 2. USE FACTORY FABRICATIONS FOR INTERSECTIONS AND CHANGES OF DIRECTION. INSURE ALL SECTIONS TO BE SPLICED ARE CUT SQUARE AND BOND TOGETHER USING G-SEAL ADHESIVE. 3. SECURE G-SEAL TO THE EXPANSION BOARD WITH STAPLES, NAILS, SCREWS (APPROXIMATELY 18" ON CENTER) OR ADHESIVE TO PREVENT DISLOCATION DURING CONCRETE PLACEMENT. 4. PLACE CONCRETE USING NORMAL PLACEMENT TECHNIQUES, UTILIZING THE G-SEAL AS A SCREED RAIL. VIBRATE CONCRETE TO INSURE GOOD CONSOLIDATION AROUND G-SEAL. THINGS TO AVOID: 1. INADEQUATE STAKING - EXPANSION BOARDS THAT BOW OR TWIST DURING CONCRETE PLACEMENT WILL RESULT IN IMPROPERLY ALIGNED G-SEAL. 2, INSUFFICIENT CONCRETE AT THE G-SEAL PROFILE - G-SEAL SHOULD BE FLUSH OR SLIGHTLY BELOW THE FINISHED CONCRETE SURFACE. CONCRETE WILL NOT ADHERE TO THE TOP OF G-SEAL. 3. TOOLING OF THE JOINT - G-SEAL PROVIDES A FINISHED JOINT. "DO NOT TOOL". 4. IMPROPER DOWEL ALIGNMENT - REGARDLESS OF THE JOINT SEALING METHOD USED, IMPROPER DOWEL ALIGNMENT MAY CAUSE CRACKING OR SPALLING. PROPER USE OF A DOWEL ALIGNING DEVICE WILL ELIMINATE THIS CONCERN. SEE DETAIL 8. EXPANSION JOINT IN OCONCRETE SLAB WWF 6 X 6 - W2.9 X W2.9 MESH PULLED UP INTO UPPER HALF / -- FINE BROOM FINISH m J V) cn w ww V Q s .55 LBS./SQ. FT. HIGH EARLY RENGTH CONCRETE ASPHALTIC EXPANSION CONCRETE SLAB 12-1/2" LIGHT FIXTURE JOINT w./TOOLED BOLT CIRCLE MATCH EXISTING WAL-MART 1✓ 0 -2 CONC. EDGE. ASPHALTIC 6,//4" LIGHT FIXTURE PER SITE U � O 0 0C / �+ ALL EXPANSION �, RA use 1/2" RADIUS ASPHALT JOINT FINISH STREET N 0 (D o C� U � V TOP SOIL - DRIVE - PROPERTY LINE o SEE SITE PLAN FOR TYPICAL ANCHOR BOLT SPACING °- 2 - o u) d Z PITCH AND FINISH GRADES 5/8" x 12" (MIN.) 0 Q o o w •• OR TIES COPPERWELD GROUND ROD POLE v 8" CONC. SLAB m CONNECTED TO EQUIPMENT `O z r CONDUIT AS U) o REQUIRED GROUND WIRE AT GROUND STEEL TAPERED POLE, HEIGHT LUG IN POLE.BE o OILAFIE D REPRESENTATB E.MUPOLEY U) 0 Q 0 p \ �"}' SHALL BE MADE PLUMB WITH CONNECT ALL EQUIPMENT o J 6" CONC. SLAB INSTALLATION IN CONCRETE LEVELING NUTS. B B GROUND CONDUCTORS TO H- 4 PAVING REQUIRES CONTINUOUS GROUNDING LUG IN POLE 12" 6" VERTICAL 1/2" EXPANSION JOINT TEMPORARY CAP INSTALL EXPANSION STREET CURB REINFORCING MATERIAL ALL AROUND. SEAL WITH (TEMPORARY ALL CONDUIT) -►�6 l-- JOINTS 20" O.C. 4 MIL POLYETHYLENE BARS JOINT SEALER PER SPECIFICATIONS HAND HOLE WITH COVER PROVIDE TWO (2) 3/8" COPPER � 18" FROM BASE OF POLE. TUBES THROUGH GROUT AND FLUSH VAPOR BARRIER SECTION "A -A" 4"x 6" MIN. WITH TOP OF CONCRETE BASE TO S TA N D A R D CONCRETE CURB - PROVIDE RELIEF FOR CONDENSATION COMPACTED POLE -TO -BASE PLATE N BUILD 12' >311 GRANULAR BACKFILL WELD SHALL COMPLY PROVIDE TWO (2) 3/8" DETAIL "C" 5/8"x T TO EQUIPMRWELD GROUND ROD O WITH AWS SPECS. AT COPPER TUBES THROUGH CONNECTED TO EQUIPMENT GROUND Q TOP AND BOTTOM OF GROUT AND FLUSH WITH LIGHT POLE BASE TO WIRE AT GROUND LUG IN POLE. Q BASE PLATE TOP OF CONCRETE BASE BE PAINTED TRAFFIC YELLOW 1/2x18 REBAR DOWEL 99 TO PROVIDE RELIEF FOR c•i 1" ANCHOR BOLTS TYPICAL CONCRETE APPROACH CX a CONDENSATION BUILD UP 1" DIA.x 36" LONG x 4" HOOK U .. FINISH GRADE A A WITH 2 NUTS, 2 FLAT WASHERS WWF 6X6-W2.9XW2.9 CONCRETE DRIVE ' 0.610m DIA. CONCRETE I AN 1 CK WASHER EACH. F N p TYPICAL GREENSTREAK SPEED LOAD ® FOUNDATION I WY PSD1/2X9LT SLEEVE BOLT COVER TYPICAL = O V / ry Q U BASE PLATE .S Q. ^I W BOLT HO�:: LE N `V 6 x 6 - W2.9 x W2.9 WIRE ROAD MESH - LIGHT FIXTURE ORIENTATION 0. D•, 4, PULLED UP 5cm FROM TOP OF CONCRET (SEE SITE PLAN FOR 4 4 4 4 4 �Q D ,4' 4 4 4 ORIENTATION TATION TO BUILDING) D 4 D D D, ; d' D CONDUIT AS 6-#5x8' (MIN.) LONG BARS D, 4, POLYETHYLENE '. e., '„p, .e; D;,q'.•D, ,D;4'• POLE BASE PLATE AND BOLT PATTERN PER REQUIRED EQUALLY SPACED 6 Z O Q D p 4 .4 4 Q' 4 MIL °' D a aa° ° +a ° ° ° ° ° MANUFACTURER'S RECOMMENDATION (3/4" MIN.) o1\\-6-#3xl8" VV�- 4 4, 4 p VAPOR BARRIER IO n Q 4' D ,4• D,'• ' ' D p,' 4 4, D, Q , fJ p p a,e; p .D;, 4 • D, .e; ,a' to`J • ° a ° a ° d ° I DIA. TIES WITH a 4 Q D'4' D'4 a a' D;,, 'D'D;4•,'"�,',D;,q'„p,',D;q'a SECTION B-B Z O 0 ' , p', Q •. • p , 4 ' •, ' • • VERTICAL AND HORIZONTAL- 0 1'-6" LAP (TYP.) � 19"O.C. 4, D '4 4, 4 4 , BARS SHALL BE FIELD TIED. Q Z a• p, a 4• a (2) 3/4" x 5 d HANDHOLE WITH �- PLASTIC EXPANSION WELDING NOT PERMITTED. �. 3" (TYP.) I = I= � I - I I COVER REMOVED SUPPORT REINFORCEMENT IN � � W n � OQQ I IQ I O IOOO O O O O O BOARDS I I 1=1 11=1 I I 11= 1= I I 1=1 (I GROUNDING LUG BURNDY COPPER #KPA4C ITS PROPER LOCATION FROM F- V J IJ.. WELDED TO INSIDE THE FORMWORK DURING (n O O COMPACTEDRBACKFILL OF POLE SCRAND LUGBOLT &TIN PLATED NUT CONCRETE OPERATION. N z Q O SOIL -WELL GRADED, COMPACTED AND BOLT OR BURNDY COPPER � � 3" � W I I I #KC20 SERVIT ATTACHED TO TYP.) a GRANULAR BASE GROUNDING LUG 24" BELOW FROST LINE 24" U LL i I � 5 O (� (� C O I V C R ET E PAVING I I V G REQUIRED COVE #4 GROUND CABLE ATTACHED DIAMETER 4 MIL POLYETHYLENE J (4 PLACES) TO GROUND ROD Q ry VAPOR BARRIER 1/4" x 1" (NO SCALE) lL NUT NOTES: ANCHOR STAKE LOCKING 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL W W J __1 W 6 x 6 - W2.9 x W2.9 WIRE ROAD MESH WASHER 4-1/4" BOLT 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. o W J WASHER PROJECTION 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED PULLED UP 2" FROM TOP OF CONCRETE FILL PER SPECIFICATIONS. O Q 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSI. 72 ry ` 4 MIL POLYETHYLENE LEVELING BASE PLATE PER 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE Q n/ LL.. J" p< ,e q p4 .D; d • D, :D• a ' D. ,D; NUT SPECIFICATIONS VALUE OF 1000 PSI. LL Q T VAPOR BARRIER °, ° Q' D a a' D ° a aa' D ° .'a ° 00 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL ';d -L INSTALLATION STEPS: °• •,aa•e4.D:a';4'D•aD,•a4•D'aDra'a ANCHOR NON -SHRINK GROUT p,',Dp,',D;a•.'"D. Da'•'b,'•D;a'4 BOLT 1-1/4" Min., THICKNESS PRESSURE OF 1000 PSI, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS 0 1. TERMINATE STAKES BELOW THE TOP OF THE BOARD A DISTANCE EQUAL TO THE 2" Max., THICKNESS WITH OVERTURNING LOADS DEPTH OF THE G-SEAL PROFILE PLUS 1/4" MIN WITH SIDES SLOPED AT 45% 7. EXPOSED CONCRETE AND GROUT SHALL BE PAINTED TRAFFIC YELLOW. Q 2. USE FACTORY FABRICATIONS FOR INTERSECTIONS AND CHANGES OF DIRECTION. - _ _ - - DETAIL C 8. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ. FT. %' J Q INSURE ALL SECTIONS TO BE SPLICED ARE CUT SQUARE AND BOND TOGETHER I - I I- I -I 9. SEE LOCAL CONSULTANT PLAN OR APPLICABILITY USING G-SEAL ADHESIVE. III=1 I �=1 =) I I=1 I I 3. SECURE G-SEAL TO THE EXPANSION BOARD WITH STAPLES, NAILS, SCREWS O TYPICAL WAL -MART LIGHTING POLE BASE DETAIL 3: (APPROXIMATELY 18" ON CENTER) OR ADHESIVE TO PREVENT DISLOCATION COMPACTED BACKFILL WELL GRADED, COMPACTED N.T.S. DURING CONCRETE PLACEMENT. GRANULAR BASE $ N KFILL 4. SECURE SPEED LOAD SLEEVES TO THE EXPANSION BOARD WITH STAPLES, OR NATIVE SOIL NAILS, SCREWS DURING CONCRETE PLACEMENT. g " CONCRETE P AV I N G 5. PLACE CONCRETE USING NORMAL PLACEMENT TECHNIQUES, UTILIZING THE G-SEAL 9 0 -0" C/L OF POSTS 3'-0„ E 12„ 3' AS A SCREED RAIL. VIBRATE CONCRETE TO INSURE GOOD CONSOLIDATION (N O SCAL ) AROUND G-SEAL AND SPEED LOAD. 6. INSERT REBAR DOWEL TO SPEED LOAD SLEEVES AND PLACE CONCRETE USING #4 REBAR @ 12" O.C. _ 1-5/8"0 TOP RAIL 3-1 /2"� POST NORMAL PLACEMENT TECHNIQUES, UTILIZING THE G-SEAL AS A SCREED RAIL. 2" FROM TOP OF CONCRETE VIBRATE CONCRETE TO INSURE GOOD CONSOLIDATION AROUND G-SEAL AND (TYP. OF 4) REBAR. p,•,e.;, 4 •' o, ,'„ ' , 4" 0 CONCRETE FILLED D; 4 MIL POLYETHYLENE Q'DQD°q4 pQ. D, dq p,° 4qa D,° Q'a p N PIPE BOLLARD (TYP.) // VAPOR BARRIER D°•pl ap•D°•D;a ;A'D •D; ap'D •Di a'a' ~ p DOWEL CONSTRUCTION JOINT IN °'•` OD;q.,q.p,aD;,44 CONCRETE SLAB o g O (TYP. OF 3 SIDES) COMPACTED BACKFILL WELL GRADED, COMPACTED 12 GAUGE GALVANIZED METAL GUARD RAIL OR NATIVE SOIL GRANULAR BASE 99 3-1/2"0 POST - (TYP. OF 4) 1-3/8"o MIDDLE RAIL BOLTED TO METAL POSTS PER STATE 1 0 CONCRETE PAVING DEPARTMENT OF TRANSPORTATION SPECS. C (NO SCALE) I FIN. GRADE I FULLY ROLLED STANDARD GUARD ENDS - dn RAIL POSTS GRADED, COMPACTED W6 x 8.5 x 5-9" LONG GRANULAR BASE TOP VIEW 12'-6" MAXIMUM SECTION AT JOINT OF &ASPHALT 1 2 O HIGHWAY GUARD RAIL CONCRETE FINISH GRADE 6" INTERIOR DIAMETER PVC PIPE FOR NORTH REGION. 10" INT. DIA. TO BE USED IN THE SOUTH REGION. 6" THICK CONCRETE SLAB NEENAH R-3246-G OR ENGINEER APPROVED EQUAL. OPENING TOP OF PAVEMENT GRATING TOP OF CURB I_ I I I SLOPE IL W_x PREFABRICATED + CURB INLET FRONT ELEVATION 2.0% SLOPE SIDE ELEVATION WWF 6X6-W2.9XW2.9 24" CURB INLET PLAN VIEW 6-1/2" 6" SCHEDULE 40 PIPE FILLED WITH CONCRETE HINT BOLLAND ERWIN WILLIAMS SAFETY RED 'RADE LEVEL CONCRETE FILL 13 STEEL BOLLARD NOTE: GUTTER SLOPE TO MATCH v ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. 0 0 Q Q m L� 1" P.C. CONCRETE 6" 11" MIN. CONTRACTOR TO PROVIDE 17" MAX. PRIME COAT AND TACK COAT TO FACE OF CURB • r., WHERE CURB CONTACTS %c° ASPHALT. 18" MIN. ASPHALTIC CONCRETE PAVING 24" MAX. SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, 1/2" MIN. RADIUS SUBGRADE AND COMPACTION 1" MAX. RADIUS REQUIREMENTS. 1 TYPE "A" CONCRETE O CURB AND GUTTER 1 7 STRETCHER BAR B PLAN VIEW N TS (_r�) ENCLOSURE SIDE ELEVATION (� 1UA I L Lit V/-\ I I UIN SCALE: 3/8" = V-O" RUBBISH ENCLOSURE & GATE DETAILS T B 0 M I I I 1 I I C4 O 04 N o ni 04 a� I 00 tD M N V m O 0 0 T M Q W ov � O Q r. O O O Q 0 V W noQ �. Q J p x ^�--- �, s_v, � .�� =•-•may > �,,,,�_ -�,m �-c7%�" .. � � \ , .•-"'� �_..._ BOLT 1/2" 0 BENT BAR w N RY NP CH "INISH 8" MASONRY SPLIT FACED BLOCK COLOR TO MATCH ..BLDG. EXTERIOR FINISH 1 "x4"x5'-9" CEDAR, DOGEARED FASTENED WITH SELF TAPPING SCREWS (2) PER BOARD STAIN LIGHT GRAY BLOCK DUMPSTER ENCLOSUR NO SCALE —1/2 of 0 B A R 3 1 /2 LONG TO HANG UP BOLT -3 4" I.D. X 13 GA. ROUND MECH. TUBE 4 :, d, '" r> .', '4 :,'I" . p ,' , b. ., 4. 4' . ,4' . ' p p Q1/2"S. TUBE SPACER 11 11 *I *1= RD. SLIDE 3/4"RD. TUBE SECTION C SECTION D 1 /4 to CAP PLATE q-SYM. 1 1 /2 X 1 1 /2 X 11 GA. SQUARE MECH. TUBE _ • � t DRILL 4 3/4"x 5/8" DIA. H L S 2) EACH FOR OPEN POSITION & CLOSED POSITION OF GATES. 4" 0. D. X 3/16" ROUND MECH. TUBE DUMPSTER ENCLOSURE GATE D -off 5/8 1 AIL • 13' — 4" 12$-0" ----.----.------ -°a - - - a - - - - - - - - - - - - --)l� I° ° °a r------- -----_---- --- --------� I '. i ♦' ' 41 00 I I fa °..4,I 0 d', QI (a. i N •— ° ,, f; 4 a. I d d I I t Ip A d. A. a a A la Ia :. I I' •' i •,•4 I I yd• ° � ° ° t4 I d , ' I ♦, Ia B I . '. B LO .. —�, �- 1 "x4"x5'-9" CEDAR, DOGEARED FASTENED WITH SELF TAPPING SCREWS (2) PER BOARD COLOR TO MATCH BLDG. EXTERIOR FINISH 5' - 8" / .I 5, - 8„ 11'-4" BLOCK DUMPSTER F 1/2 1 )—off 10' — 8" ATION PLAN d • . , •. w� 0 b� w d, to „ fe a: ,,d, d♦' 'd N JTI (D( o O 7 U o o -emu. p U o !(a . LL C L [ -2 (Do u) M p Q --0 a C t U) . (D U) U)=�o� - = J O 8" MASONRY SPLIT FACED BLOCK COLOR TO MATCH BLDG. EXTERIOR FINISH o � ^• `j Wire Mesh ° o� � � � � �= Reinforcement o.� -�, 12—COMPACTED OOANESLFILLRATIVOI� SECTION A SOCK 1DUMPSTER FOUNDATION SECTION #4 4J—BARS 4 —0 CENTERS W n o (!) a' COZ 0 13 O.._1 U I o w Qw . O U) Of to I I.L LLJ L. J i- v Z LLJ :D 4 Q z .y Q U p V% 0 o m J z O �- V) = U 0- Q ry Jg0 a. (n •• i 0 0 I 00 r N M r N ■F ." .Eel 0 0 Q cno ato v ff 20 O d ©0 � 0 Q o MaoO O o � �13 aRN V CANOPY FIXTURE LOCATIONS INDICATED ARE SUBJECT TO LIMITATIONS IMPOSED BY THE U.S. Patents No. 5,662,407; 6,059.422; D375,379; and other potent* pending 0 v N CANOPY CONSTRUCTION. BE CERTAIN TO CHECK FOR POSSIBLE INTERFERENCES BEFORE SPECIFICATIONS HOUSING INSTALLATION BALLAST O CUTTING FIXTURE OPENINGS. 3 Cc: _ Each Scottsdale housing Is a die- The Scottsdale's one -person High -power factor type CWA cast one-piece aluminum unit with installation makes It the most ballast is designed for -20 degree F Ago external fins, enwring a weothertight, installer -friendly product operation. The ballast Is mounted o .0 MAINTAINED FOOTCAN D LE VALUES AT GRADE, durable construction. Two available. No additional sealant in a separate enclosure above the � � ' cn USING A .72 MAINTENANCE FACTOR.U80 L o 0 threaded conduit openings allow is required optical unit to provide the lowest cn (D 4- S C 0 TT S D A L E for through �H�x as Junction box REFLECTORS DISTRIBUTION LIGHT available. � � Q �. U / ��� GASKET PATTERNS The Scottsdale is designed to /) � LENS / Each Scottsdale fixture offers operate a vertical bum Metal The Scottsdale is offend with a symmetrical, highly specular Halide or Super Metal Halide L � J - N N one multi -use optical system: reflector which direct* light into lamp. The 175, 250 and 320 Watt 2E ,n a dropped borasilicate prismatic a dropped borceilicate prismatic Scottedoles utilise the new energyef font glass lens. A continuous one-piece glass lens. A vertical bum optical Pulse-Stort lamps. extruded high temperature gasket system provides a more uniform FINISH assures a maximum seal to the distribution of light, reduce* hot The Scottsdale is available with C • - `w housing. spot*, and extends the lighting a white or bronze powder coat beyond the outline of the canopy, finish. LENS FRAME/DOOR while adding additional Illumination C] FASTENER to vertical surfaces. Internal Qus The Scottsdale features an Integral shielding and soft lighting diffusion �J hinged die-cast aluminum lens options are available. U 10 frame. Door frame closes and locks Iloted for wet locations. z U ap a o a a o o a o a o a a o o a o a 0 a with stainless steel spring catch. 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.5 Thls allows for easy access for LSI PETROLEUM a W -p ground re -lumping. An LSI Industries Company 0 _-D 10000 Alliance Road z O r 1y w Cincinnati, Ohio 45242 = I 0 0 o a a a 0 a o a a o a a a a a o a (513)793-3200 FAX (513)984-1335 C, LIGHT DISTRIBUTION PATTERN www.lsi-industries.com '� r 0.3 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.2 1.2 1.2 1.1 1.0 0.8 0.7 0 0 _O 'q- 0 0 0 a a o a o a a 0 0 o z QjE W �D a a a o a o 0.3 D.4 0.6 0.8 1.0 1.2 1.5 1.8 1.9 2.0 2.1 2.1 2.1 �_1 �_n R 11 n _ I - a a a a a a a a a a a a a a a a a a o a 0.4 0.5 0.7 1•.1 1.6 2.2 2.9 3.4 3.7 3.9 4.0 3.9 4.0 3.9 3.8 3.5 3.0 2.3 1.7 1.2 UNIFORM t� DP T�RIBUTION a 0.4 o 0.6 0 0 0.9 1.6 0 3.0 o 5.2 a 8.0 a 10.1 o 0 10.8 11.1 o 10.4 a 10.3 a 10.6 o 11.2 0 10.8 o 8.7 a 5.9 o 3.5 0 1.8 0 1.0 0 0.6 0 0.4 o 0.5 a 0.7 a a 1.1 2.1 o 5.2 a 16.8 o 28.9 a 37.1 o a 42.3 38.6 a 32.3 I I a I 3 a 30.0 a 40.0 a 40.1 a 39.6 a 31.4 a 18.9 a 6.6 a 2.3 o 1.3 0 0.8 0 0.5 o 0.5 a 0.8 o o 1.3 2.6 a 7.3 o 28. 14.7©6 0 . 0 ■ a 69.2 � 49.2 I I l a I a 4F8 a 6.1• 67.1 6 � 30.1 9.3 3.0 1.5 0.8 0.5 _�2.. .4 o 0.5 a 0.8 a o 1.4 2.9 a 9.1 a 35. 13 56.2 o 80.1 a o 89.7 82.2 62.7 o 63.5 a 59.3 �o 84.7 a 85.7 ILG 80.5 A 63.3 a 38.2 o 11.7 a 3.3 a 1.6 o 0.9 0 0.6 a o o a a a a o a a o a a a a a a a a o a a a 0.5 0.8 1.4 2.9 9.3 37.2 64.7 90.2 95.1 91.6 71.4 65.5 69.1 91.4 94.1 90.3 72.6 40.9 12.0 3.4 1.6 0.9 0.6 0.5 0.8 1.4 2.7 7.8 32.8 57.7 82.2 78.1 621 57.6 61.2 6.6 81.1 79.P65.1 33.7 9.7 3.1 1.5 0.9 0.5 0.5 0.7 1.2 2.3 6.1 23.9 38.2 52.2 48.7 52.9 40.8 41.9 39.6 47.3 51.2 52.9 42.6 23.5 7.4 o a a a 2.6 1.3 0.8 0.5 a a a a a a a a a o a a a a a a a a a a a a a 0.4 0.6 1.0 1.8 4.0 9.1 13.8 17.6 17.9 18.0 15.9 15.7 15.4 17.2 18.3 17.9 14.2 9.3 4.5 2.0 1.1 0.7 0.5 o a a o a a a o 0 o a a c a a a a o a a a a a 0.4 0.5 0.8 1.3 2.0 2.9 3.9 4.6 5.1 5.1 5.2 5.1 5.2 5.1 5.1 4.7 4.0 3.0 2.1 1.4 0.9 0.6 0.4 a o a a a a a a a o a a a o a a a a o a a a o 0.3 0.5 0.6 0.9 1.2 1.5 1.9 2.2 2.4 2.5 2.6 2.6 2.6 2.5 2.4 2.2 1.9 1.6 1.2 0.9 0.7 0.5 0.4 a a a a o o a o 0 o a o a a a o o a o o a a o r 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.4 1.4 1.5 1.5 1.5 1.4 1.4 1.3 1.1 1.0 0.8 0.6 0.5 0.4 0.3 <<' NOTE: SUMMARY CANOPY This Plan Is For Relative Layout And Scope Of Work L Purposes Only. Refer To j' Site Plan Prepared By Local Consultant For Relationship Of These Structures To AVERAGE fc - 66.13 MAXIMUM fc = 95.10 MINIMUM fc = 38.20 Existing Conditions And Reference AVERAGE/MINIMUM = 1.73 Points. MAXIMUM/MINIMUM = 1.49 Luminaire Schedule Project: All Projects Symbol Qty Label Arrangement Lumens LLF Description Total Watts 32 A SINGLE 36000 0.720 SC-S-400-MH-MT-PG 458 a Cw a Ur) } s0 Q � I V)00J� 0 NI_- R11 o g Q = � a_ U Lr- � w -I o z Q g\ •° 00 to M N N '1 u N 70 70 } s 0 O 0� U o :+ 6 MIL Polyethylene Vapor Barrier o v, o D NOTE: Must Maintain 12" Clear Below Fill Void With Flow able Fill After 7 �, .i.. U_ Building To Allow For Plumbing Piping And Conduits Are Coupled qi Q)U)=ca N 4- UO C e a� � i J \� •• ----- Building \ 5 _3 6 —8 5 3 C/C Of Building Footings Footing Surrounding 4, . a R ` v Of 8) Grade " d•. . ''; , , T. ., .' yp. aN f -G00 U) 6 co a a U N m \/\\\ \\/ \\�\\�\\\/\\/\\/\\/\\/\\/\\ a � Compacted /��/i,�!��\!r,�!i��,,,r ✓i,�r\/.�i�r. o z A QCp� Granular BackfilI z c 17'-2" F- m - ° LDING FOOTINGS AND APRON Z I - Li A CROSS SECTION OF BUI 9Z. p� SCALE: m W C M O •� 5'--0" 7'-2» 5'_p» I N U d o ._ j r� m W On RESTROOM Z O � � o U ~o —j c.� J ry 0 ' z z Q 9 = m a p� M J n-- o` W Q �o •C a o a , { . e I »I c• o E S o t N 3 n w w `- 1 Min. Slope 3" 3" t O •C ~—UTILITY ROOM 2% Max. Slope w m N 9 3, 00 N See Bollard Detail 1% Min. Slope �-A Se Sheet YD 5 2% Max. Slope c�� Y.AROUND FOOTING o r Install Flush ;, STANDARD 3 W/ Conc. Surface PLAN VIEW o q; A .- N o k U- O ti Li. �- w I 1 /4„ E w •T V `n •� 1 2" Rod ° m / CASHIER ' w O 2(Typ.)Building-- Work Concrete Into Void p 00 Caulk o Building Floor ❑ i C WELD PLATE DETAIL (By B.M.) Q p ° SCALE: 1-1 /2" V-0" (S) Req d. by G.C. ❑ o b ° v O 6»Typ. Footing Tolerances Note: 00 D D Overall Grade Tolerance +1 /8" g, 9 6 MIL Polyethylene — 0 `� 0 � �Q I I� I— C Footings. Location == 1===-i�= Vapor Barrier For All {6) »g I11- II-- o ' `� I illl=_1 `� Tolerance +1/4 Trueness +5 111T1Tl I l l lil _-IiI I V : _III -III 6 Typ. T==1T-1=Tii-1 I w I�IT_II I �I I I_I I i�l I I -I I I_IT_I I I I_I I I o. a- w w �- 1=III=III=III=111=111 III -III- Q Q O to Q -I I ITI I I -I I II -I I( -I 1 I- D o �j 1ITi I I I I n pow W w (n O ° I Iu� I-1� 1�1-�f=_ o. CO I w Compacted -Tfl- Ill = 1: o I-lii=111- . Same For o 1 � i=t1�-I O © • X w Granular �I _-�i=1 �. 1=1IMIII= 10 Round Of [� �i I 1-I 1 I-11 1 i I -I I-� ' Backfill -=-=- , 1 1=1I1 1I Square O I M III111111 ' D 4 D IIIIIIIIIITI_I Footings O Q o L� 0 ° p ( -T=1 I I- U - I-M- -� IT_I-III-I ° =Tf-III-III D o - �� » 4' --1 » 4' -1 „ ' » III=1 I I -III -I I I o. III -III -I o 4 —6 {Typ. Of 8)-i�-iiT=1II I o. 1=Ii-ITI_ N a Lug 3 9 9 -1 i 1=T=�=1 �: =111=1 I (-III-I o -III=� I =T-I I1=1 I I . . • . 14 I � =1 -�-M-1 --_- ill =Tf I -I I I -I I I _ _ _ -I 1 j=- T 1=1=11 I ffi 1=1TI-Ill =1TI III-1Tf=1T(- 1 1 1_I-I-I y _ --- k b,-- - - 111I-III-I 1 I III -I -0--- -� -T-III- - -I a =III=111-� -111 �1TlTl I TI 1 ITI 11T11 �11�=1 I-1=1 l=� c _Ili--11 4)) 4 Rebor - k BOLLARD/FOOTING LAYOUT Each Wa •- SCALE: 1/2 = 1 -o @a�S=CA! ��lLDINGFOOTINGAND APRON"0" 1 �v c PANEL BOARD SCHEDULE "A" 120/24OV, 10 3-W, 400A MAIN BREAKER PANEL BOARD SCHEDULE B 120/24OV, 10 3-W, 150A MLO DARE "D" MODEL: QON42MS400 LCI TOTAL CONNECTED LOAD = 62.9 KW SQUARE D PANEL MODEL. Q0130L15OG TOTAL CONNECTED LOAD 17.2 KW 120 VOLT WIRE TRIP NO. CIR. PHASE CIR. NO. TRIP WIRE WIRE TRIP . NO. CIR. PHASE CIR. NO. TRIP WIRE LOAD WATTS WATTS LOAD LOAD WATTS WATTS LOAD SIZE AMPS POLES NO. A B NO. POLES AMPS SIZE SIZE AMPS' POLES NO. A B NO. POLES AMPS SIZE 12 20 1 540 1 1440 2 900 1 20 12 RECEPTACLES DISPENSER NUMBER 1/2 - 20 1 900 1 900 2 SPARE 12 20 1 660 3 660 4 - - - - SPACE SWN - - 3 1260 4 - — sWN EMERGENCY RESET SHUNT CONTROLS 12 20 1 180 5 355 6 175 1 20 12 1 EXTERIOR LIGHT DISPENSER NUMBER 3/4 - 20 1 900 5 MO 6 900 1 20 - DISPENSER NUMBER 15/16 MOUNTED NEXT TO ESO IN CASHIER 10 30 2 1870 7 2670 8 800 1 -20 12 RECEPTACLES SWN - - 7 RECEPTACLES CASHIER LIGHTS 1260 8 1260 2 20 - 1-1/2 HP PRODUCT PUMP HVAC DISPENSER NUMBER 5/6 20 1 900 9 » » 1870 9 1870 10 - - - - SPACE 10 1260 - C 12 15 2 1800 11 1800 12 - - - - SPACE SWN - - 11 1260 12 1260 2 20 - 1-1/2 HP PRODUCT PUMP INSTANT, TANKLESS WATER HEATER EMERGENCY 1800 13 1800 14 - - - - SPACE DISPENSER NUMBER 7/8 - 20 1 900 13 2160 14 1260 STOP MOUNTED ON RIGHT SIDE SPACE - - - - 17 12240 AREA OF BUILDING 18 1260 20 1260 2 20 - 1-1/2 HP PRODUCT PUMP U EMERGENCY STOP 9 240 1 740 22 500 1 15 12 CARD READER DISPENSER NUMBER 11 /12 - 20 1 900 21 900 22 1260 - " MOUNTED ON WALL 18 12240 2 100 3 "R" PANFI �IIRFFM SPACE - - - - 19 5040 20 5040 SWN - - 19 VENDING MACHINE SPACE 1400 24 400 1 20 12 RESTROOM LIGHT/EXHAUST FAN 12 SPACE 1400 24 400 1 20 12 RESTROOM LIGHT/EXHAUST FAN 12 20 1 1200 25 12040 26 10840 2 1 100 1 "C" PANEL SUBFEED - - - - 27 10308 28 10308 - - - - 30 200 1 15 12 SITE CONTROLLER 12 20 1 1120 31 1120 32 - - - - SPACE 12 20 1 1200 33 3200 34 1200 1 20 12 VENDING MACHINE - - - - 35 36 - - - - SPACE 12 20 1 1200 37 1400 38 200 1 15 12 LEAK DETECTOR 12 20 1 1200 39 2000 40 800 1 20 12 INTERCOM A = 35,285 B = 23,998 59,283 59,283/240 = 247 247 X 1.25 = 308.75 59,283 W = 247 A 240 .. I 29 200 POS EQUIPMENT VENDING MACHINE SPACE VENDING MACHINE VENDING MACHINE 0 35,285 W 0 "B" 23,998 W CONNECTED LOAD PANEL BOARD SCHEDULE "C" 120/240V, 10 3-W, 100A MLO SQUARE "D" PANEL MODEL: Q01241_125G TOTAL CONNECTED LOAD = 7.0 KW LOAD WIRE SIZE TRIP AMPS NO. POLES WATTS CIR. NO. PHASE CIR. NO. WATTS NO. POLES TRIP AMPS WIRE SIZE LOAD A B PRICE SIGNS 10 20 1 1620 1 4260 2 2640 1 30 8 DUO-SERV-VAC/AIR NEON LOGO SIGNS 12 20 1 528 3 SPACE - - - - 5 180 6 180 1 20 12 SAFE CANOPY, FASCIA LIGHTING 10 20 1 1600 7 1600 8 - - - - SPACE SPACE - - - - 9 10 - - - - SPACE CANOPY LIGHTS (6-400W) 10 20 2 1200 11 2400 12 1200 2 20 10 CANOPY LIGHTS (6-40OW) 1200 13 2400 14 1200 ;7 CANOPY LIGHTS (s-400v� 10 20 2 1200 15 2400 16 1200 2 20 10 CANOPY LIGHTS (6-40OW) 1200 17 24M 18 1200 27- CANOPY LIGHTS (4-40OW) 10 20 2 . . 800 19 1600 20 800 2 20 10 CANOPY LIGHTS (4-40OW) 800 21 1600 22 BOO CANOPY FASCIA LIGHTING 10 20 1 1600 23 1600 24 - - - - SPACE 0 "A" 10,840 W A = 10,840 B = 10,308 0 "B" 10,308 W 21,148 21,148 W = 21,148/240 = 88.0 240 88 A 21,148W 88.0 X 1.25 = 110.0 CONNECTED LOAD 708 4 180 1 20 12 PAY PHONE LIGHTS 1260 16 1260 2 20 - 1-1/2 HP PRODUCT PUMP SWN - - 23 24 SPARE DISPENSER NUMBER 13/14 - 20 1 900 25 900 26 SPARE SWN - - 27 28 SPARE 29 30 SPARE 0 "A" 12,240 W A = 12,240 B = 5,040 17,280 17,280 W "B" 5,040 W 17,280/240 = 72 72 A 17,280 W 72 X 1.25 = 90 240 * Cloud Indicates Sites With Three CONNECTED LOAD Product Pumps. See FT-1 For Details. GENERAL NOTE: The panel and wiring will be provided by the building manufacturer as part of the building. The site contractor will provide all breakers and wiring for field distribution. A typewritten diagram of the panel layout shall be provided by the site contractor. Factory Installed Emergency Shut -Off Switch Security Cameras (4 Typical) Duplex Receptacle MTD. 18" AFF Security Key Pad-i - H. i�n1 1 -7» O 2" Conduit ` Run Under Floor By B.M. F ' Factory Installed -2 - 3" Conduit From After Conduit Work is Emergency Panel MP To Complete, the contractor Shut -Off Switch Meter Is Installed shall backfill with clean: . By B.M. ?,he ranular material and finish C chase flush with the floor See "Trough Wirin using 1-1/2" non -shrink grout. Detail On YD-2 R BUILDING LAYOUT, SCALE: 1 /2" = V-0" IN CASHIER AREA IN THE BUILDING CUTLER -WINNER COMPONENTS: 0.10250T1 _ �4 RESET BUTTON CONTACT EMERGENCY Np,10250TJ83 EMERGENCY STOP BUTTON STOP MOUNTED N0.10250TJ81 ON LEFT SIDE IN FLUSH MOUNTED NCLOSURE OF BUILDING NOTE: IF REQUIRED TO INSTALL AN ADDITIONAL STOP, THE G.C. SWILL CONNECT THE NEW STOP IN PARALLEL WITH THE ONE MOUNTED INSIDE THE BUILDING. EMERGENCY SHUT DOWN CIRCUITRY H NO SCALE 2" NM�P n (NOT TO EXCEED 24" 3" CONDUIT BY G.C. ,05,A71 10.1, � << NEVM GROM IN ACCORDANCE W/ NEC ARTICLE 250 (REAR VIEW) DBNELECTRICAL RI O SCALE 2 i_ (p N aE Z� o ° � O 0cco�o Q o0 a� - � M �- �u_= n U U) N ,n� o Q c (D ca p c) N �o ° cn o c�u D cn Q) U) o i � 2 o ,Q N I �p W 3-POLE MECIVACALLY HELD CONTACTIM 0�0LO 15 U N J d_ � ) CL 0 a 00 .. a�z� Q !� V)ou z Q II �0 �- 0 04 N� X I- 25 AN T_ oo� i oo o � 0 ti 00 i 0 Q 0 ❑ o 0 4) iI Contractor To Install Main Circuit cuit Disconnect SQ. D. #D225NR I Electrical Meter --, rh 00 LO -3" Conduit From Main Circuit Disconnect To MP Service Wire To Be 250 kcm it Copper -Removable Access Panel I� — — — — —---------------------------- — 3" Conduit From' "-- `--------------------------- - Meter To Main 3" Main Conduit Connect To Main Circuit Disconnect For Meter Electrical Service By B.M. Service Wire As Directed By Local Utility. 3" Conduit From Panel MP To Meter Is Installed By B.M. Seal Of aLEFT SIDE ELEVATION cnLE: ,fir . ,_o. Contractor Is Required To Coordinate With The Security Company In Regards To The Installation Of The Security Cameras (Typ.) —� WALL ELEVATION F SCALE: 1/2" = 1'-0" 0 F, Safe Supplied By Owner Installed By G.C. Bolt To Floor With Bolts & Anchors Provided Emergency Shut -Off Reset Factory Installed Emergency Shut -Off Isolated / Insulated Ground Duplex Outlet 5'-9" 3 Pole Mechanically Held Contactor To Break Neutral For EMS. Panel "B", 150 AMP M.L.O. By Madison (2) Phone Jacks Panel "A", 400 AMP Supplied & Installed M.C.B. Supplied By Madison By Local Phone Comp. -]o IF JL ' FE PETRO' STP SMART CONTROLLER FE METRO ISPENSER H00 ISOLATION El o I H Panel "MP" (Supplied By B.M.) r I I IIIIII II►I1I1I1I1I1 I, IIIII IIIIII\\ II IIIIIIIIIIIIIIIIIIIIIIIIII CO IIIIIIIIIIIII 11111 -_`---- ____ - _�.�� Panel tic Panel 100 AMP -- ------------- ---- --' TV & VCR M.L.O. Supplied By Madison 12"x18" VCR 2" Conduit Run Under Floor Shelf 041 AFF Tank Gauge 2" Conduit For Gilbarco Distribution Box Installed By G.C. Fiber Optic Line Supplied By Owner Program ATG As To Wal-Mart Installed By G.C. Per Sht. D-1 CTION — LENGTH OF BUILDING SCALE: 1/2" = 1 "- 0" � Q 0 — re —i■�rInstalle \� Y pSuppli- 0 Telephone Jacks Isolated Ground Duplex Outlet lectric Meter .O. S. plied & d By Owner m System d By Owner ed By G.C. CPU upplied By Owner SECTION — REAR OF CASHIER SCALE, 1/2" = 1'-0" Securit VCR I Installe Duplex Outlet Osc�W ELEVATION J/ Phone Distribution Box Supplied & Installed By Local Phone Comp. � � �2wo U C o � o O MOO o � P N ^W .co Qvl -0� � U) 0 �o C 11 ..,� C/)/) Q) c� p N to 7 0-0 i O J ` �OV p ` 00 aLi o I— 0 0 W I I kEl • r M fl to CL • Z 0 Ll I I 9 F= .. m Q M inLq cv x � 6X6X43 w Wire Trough Supplied By G.C. > I Trough Divider Between Y �-- Low and High Voltage a Q o Wiring By G.C. < J o :? a < o- a H D SECTION EXTERIOR WIRE TROUGH o . SCALE: 1/2" = V-0" �® 0 �1 �0 0 Security Key Pad Standard Light Switch 00 0 � I 0 Duplex13 Q CJ � q Outlet � � � LO )ffs - ro-� a moo© 00 M 0 a n SECTION — SID SCALE: 1/2" = V-0" OF STORAGE a I 0 V R 0 al 2'-10". 5 ""Price Illuminated Price Sign. See Note 1 (Signage Area = 20 Sq. Ft.) I R R co 0)o Building Outline SITE CANOPY FRAMING PLAN SCALE: 1 /8" = 1'-0" 3M Intercom Speaker Located Inside Deal Drawer 3 co I ao °0 SITE CANOPY SCALE: 1/8" = 1'-0" Internally Illuminated Logo Sign. See Note 1 (Signage Area = 20 Sq. Ft.) FRONT ELEVATION SITE CANOPY REAR ELEVATION SCALE: 1 /8" = 1'-0" L R O 1' -0" v N 0 0 R 0 W21 x 50 Nobility Blue ACM Fascia Canojv Signage Notes 1. Location And Quantity Of 3. Wire Signs In Accordance to Signs To Be Field Determined Manufacturer's Requirements. On A Site By Site Basis Provide Lock -Out Or Disconnect 2. Contractor To Provide All For Each Sign Use While Servicing Nuts, Bolts, Lock Washers and Flat Washers For Signage Installation, Locate Mounting Holes As Per Manufacturer's Instructions. Internally Illuminated Logo Sign. See Note 1 (Signage Area = 39 Sq. Ft.) Internally Illuminated )go Sign. See Note 1 inage Area = 20 Sq. Ft.) W14x22 FLANG #14 X 3/4" LG. Tuff-Tites 12 GA. Steeel Flange Brace (See Plan) Caulk Against Deck Ac ross Rib With OSI Caulk `--20 GA. Steel Deck 3" X 16" Embossed White Acrylic E BRACE DETAIL SCALE: 1 /2" = 1'-0" V4" Steel Splice Plate hop Welded To Beam W14 X 22-, (3) 1 /2"0 A-307 M.B. ,-W14 X 22 \-20 GA. Steel Deck 3" x 16" Embossed White Acrylic BEAM SPLICE DETAIL SCALE: 1" = 1'-0" 20 GA. Flashing 2" x 2" x 1 /8" /— Steel Outriggers 1X (4) 1 /2"0 X 1 1 /2" LG. A- 307 M . BOLTS W14 X 22 -1 /8" Deck Clip One Per Panel WAUJ_ Pre -Finished 4"0 PVC Leader Embossed Field Install With PVC Glue White Gutter Leader Cover 1 /8" 0 Pop Rivets 4"0 To 3"0 Reducing Elbow I xtra Longg ® ACM ® 24" O/C Fluorescent Light Whiteway 3"0 PVC Drain Topaz Or Equiv. Supplied & T.S. 10 X 10 X 1 /4 Installed By Canopy Manufacturer Column CANOPY FASCIA CROSS SECTION SCALE: 1" = 1'-0" 1r.09" SITE CANOPY SIDE ELEVATION SCALE: 1/8" — 1'-0' 6 a) m N o� Uoo� 0 a o 0 � o crt N .� a �. >^` O `V W //r/'1'� 1 (]! -S < � � U) D -0 U W U) c l U) 5 o W L N 02 u� See YD-1 For Building Details And Location. ca . V)I­— z �' 00 WAN ��0 �0 x c 0 - U r o Q z r- 1 C : �0p�� �QZ� U W 00 O U 0 u� Z } z r- W V) >- J z _OQ z I-� 5 Qz >- , m �U n W N M M:;� N 00 � r ❑ 0 ❑ Q ❑ � c�D ❑ UO C o oQ�Q o � o no o m 17D 1 (2) 1" Rigid Conduits Pr vided Internally By Canopy Manufacturer (2 1" Rigid Conduits Provided Internally By Ca opy Manufacturer I FOUNDATION PLAN SCALE: 1 /8" = V-0" A t0 in cn C, 1" Rigid Conduits 0 )vided Inte nally By inopy Man facturer c� O N C U 4- 0 FO— A O M 5,- 6» Square Footing 29-0» 11110. 3» 18" C/C 3» i° O U I tV 00 eV v- 1 1 /8" Dia. A-307 Anchor Bolt W/6" Threaded Projection 27 1 /4 Embedment Depth & (2) Nuts & Oversized Washers Per Bolt By G.C. � (10) #5 Vertical I -Plate 1" x 24" SQ. 1 1 /4" 0 Holes For Anchor Bolts 0 1 /2" Steel (1 Each Gussets Side) 6" 0 Holes Plates ® In Base Conduits STANDARD FOOTING & BASE PLATE DETAIL SCALE: 1 /2" = V-0" (2) 1" Rigid conduits Typical of Three Columns See Diagram at Left T.S.10X10X1/4"— 3" Dia. PVC Canopy Drain x co P M Square Footing L x r t0 c M O U' OI li O U �- w t0 I C w N A 00 N O x R 6 3/4" ANCHOR BOLT DETAIL SCALE: 1" = V-0" Note: The Site Contractor Is Responsible To Supply All Anchor Bolts 1 7,- 2» 1-1 » 3'- 7» 6,- 0» Round Footing 2,- 0» » 18" C/C » 3 1 3 • Fascia Lights LSI Oasis, WhiteWay Topaz, Or Comparable L=AM�SNA • Plate 1" x 24" SQ. 1 1 /4" 0 Holes For Anchor Bolts 0 1 /2" Steel Gussets (1 Each Side) 6" 0 Holes In Base Plates ® Conduits Round Footing OPTIONAL FOOTING & BASE PLATE DETAIL SCALE: 1 /2" = V-0" 3,- 7» C Grade Line v c 10,0 v : Connect Tank Vent N 00 "- y- w 00 N 0.0. 2 1 /2" Non -Shrink Great By G.C. , v Anchor Bolts Stage 2 Piping See Detail Above ° a See Sheet F-1 00 V D #4 Ties ® Each Face 12"O/C . #5 Verticals ® Each Face D Q Tanks are Vented Inside Canopy Column. Canopy Manufacturer To Provide Internal 3" Galvanized Pipe And Elbows For Connection ; To GC Work. See Drawings YD-1 Thru YD-4 For Site Specific Vent Locations 4" U-Bumper STANDARD FOOTING. DETAIL (OPTIONAL FOOTING SIMILIAR SCALE: 3/4" = V-0" FIELD NOTES 1. Footings May Vary From This Design +— Use Manufacturer's Certified Drawings 2. Secure Canopy Columns To Anchor Bolt. s 3. All Concrete Shall Be A Minimum Of 3000 PSI At 28 Days. 4. Top Of Pier Footing To -Be Level Within 1 /4" Tol. 5. Soil Beneath Pier Footing To Be Well Compacted And Be Capable Of Supporting A Load Of 2000 PSF. Soil Conditions Are The Contractor's Responsibility. 6. Settling Of The Footing Is The Contractor's Responsibility. 7. All Field Work By G.C. 8. Vent Column Location Varies According To Tank Field Locations. LIGHTING PLAN SCALE: 1 /8" = V-0" NOTE: All Wiring And Conduits For Lighting By Site GC N (D. (D00 inr OO cr- Q) p L> ; 70 U) -o C'? z 3 wD o B 0 00 W6 5 .cZ ry0 W1 Z I CL C,D Z oo U 0 <U t�3 (/) 0 z W o 00 o jQ �- a z � }- n J 0 z �- O O v) Q w cy- Z >-- ' �' U 0 0- N �op• G 4Z N 00 Z E O N i �n z rn P 00 r d� n r N ■ED I x 0 70 c N � O O Q) 2 2 O', 0 O 77 2'3' °'C��o Q 74 UC: N 33 �o0�� 79 101 ° �'EW __ Dispenser Numbering 2 o 73 75 Decal (1) Per Sider � 0 M - `* 120121 �0<-�, 78 Supplied By Owe D � " 120 121 Installed By Contractor - `� °' 100122 �75Q"� o o � 31 ©-------` 100 122 � ,� � _r 75 ° 84 123 - 84 123 30 73 31 ❑ - -- ° C� J m r 72 __-- 32 ❑ ❑ ¢ Y ❑ w C) 33 C� 62 102 E °oo � Z 1103 Uj 37 �~ - 80 ®°° z � < r 20 71 a a 100 102 0 0 69 16 o Z o 68 70 0 o 0- w I— w Q w } co 67 ----- 63 0 a Z 20 6 63 Q z - - 18 16 6 27 o I-- o LO 4— O z Z 18 Z_ — 37 113 o d pC o 113 37 34 1 g Expansion 4 _ = U Clear Silicone Caulk%Line 8 123 - W 0 o Grade p Q Dispenser To Island LU Z Q Joint CO � o � � VIEWFill W/ Caulk) < o-PENSER SLli UMP � � � J3D D S_ 0 Dispenser Power o Q o SCALE: 1 1 /2" = 1' 0" i _ Intercom 0 (In) N � O ♦� r 77 z � o 0 O ° 16 o ° 031— _ ---~ 70 ° o o ° 79 _` 78 17 34 Sump Senser 16 66 A� 0 c M 33� 34 117 W g = e M ---- 32 37 1.13 37 103 113 37qr ® 18 16 Product Lines p C7J5_ r.. 67 ® _ Q _- 20 Stage 2 Line 17 - --- Cr 76 30 FRONT VIEW 73 �- -� SIDE VIEW " °°°40.5" ELEVATION66 ENCQREDISPENSER27 SCALE: I" - 1' 0 ° 72 ---" 80 a 71 3-3 9/ 16" 113 37 Note To 70 3'-05/ 8" Contractor. 4° a 18 68 2'-4 3/4 20 32 6091 -2 3/8 The Following Items MUST BE COMPLETED _ - �--- � Prior To The Arrival Of Mur�ahy ISD Personae 20 72 1'-6 3/8" 82 9 7/16 1'-8 1 /4" 1. Phone Line Installation Must Be Complete And Phone Numbers Must Be Marked On Phone Jacks. ° to Energized, And Inspected. VIEW 2. Electrical Installation Must Be Comple , g pNSER SUMP_3D DISPE. TERMINATING DISPENSER �-- -o- 3. Pumps And Dispensers Must Have Been Started Up And Be Operatin Properly. SCALE: 1 1 /2 - 1 0 _ \ 4. Product Lines Must Have Been Purged And Meters Must Have Been Calibrated. _Q 5. Emerggenc Shutdown S stems Have Been Tested. Pos ion Posi ikon 6. CRINDs Have Been Numbered Internally Beginning At 0, Then Follow Disepenser Numbering. -- r \�--- 1-7 16" 7. CRIND Firmware Version 20.2.3 Or Later Is Installed. (Firmware Does Not Have To Be Q o . �, � (4) 13/ 16 x / If Not 60.3.2 Generic May Be Used.) ❑ `� O � Anchor Bolt Slots Replaced With Generic If This Version Is Installed 8. Blend Ratio Has Been Set To 66/34. Texas Blend Ratio Has Been Set At 60/40. oo (� N Cc 00 r � 1" Conduit For SetUnsFOr Initial ATG CE Ethernet Or IFSF Instruct iD� (When Required) 4 11/16" 1. Take Opening Tank Inventories At 5:00 a.m., And Print Tank Test. 1 Conduit For 9 9 or Coupling ram Sum Sensor Identities Same As Dispensers: 1 /2", 3/4", Etc. Power And 2 Wire Vapor p g 2. Program p 9 3/8" 3. Program Tank Sump Sensor Identities As "Regular Sump" And "Premium Sump."� � 4 Program Tank Interstitial Monitors As "Regular Interstice" And "Premium Interstice." . g NOTE: Encore Dispenser NN1 PLAN VIEW. TABLE ition A - Re ularDINS RATIOPos g DE GLEN„„ ��_. ,� QRA- 1 0 PLUS -Premium SCALE. 1 1 /2 Position B PREM. REG. 93 8734% OCTANE RATIO 66% 92 8744% OCTANE RATIO 60% 91 87 OCTANE RATIO 50% 50% _ N 73 77 — 2�-3" o �oa 0 01.6 .o a 101 (1) M ❑ �6 a _ 104 U L) co a� o .2 Q� N 79 -__ 33 r Dispenser Numbering = o 120 121 101 Decal (1) Per Side 120 121 _ 78 � ° . 73 ¢� Supplied B Owner -M � 0 74 ® Installed By Contractor Q) � g N ---`"—� � � 122 100 � L � ` N 0 31 100 122 ° 784 or 6 123 2 73-- - -84 ❑ _-� ° co ° 72 32 0 c� Q co© w o o ❑ ❑ ❑ 0 (5 D -- 33 Unleaded 102 62 ° ° 124 Diesel � z + 113 37 80 o�n o_ °oo w n < o -- D ®0 L_L (20 69 71 a a ° ° � 62 102 or 124 W 16 o O a- 68 70 W n Lq 67 0 J W co 20 - 16 66 27 63 63 0 18 -' ~ U) U_ a to �� Y z 18 37 113 � r 113 37 34 Expansion = o n Cr o 18 p Clear Silicone Caulk 11 U) Grade Line 84 or 123 o CL U Dispenser To Island z o Joint �, ° o n Q (Fill W/ Caulk) 3D DISPENSER SUMP VIEW _ J SCALE: 1 1 /2" = 1' 0" = ° J , Dispenser Power o Intercom a r r- � In o o z r 77 w 16 0 ® N 17 ©rl c �, 79 104 _� --- —_ - 31 34 Sump Senser 16 (34 73 73 117 37 1 17 W �x M [••� W 0 32 37 113 16 ,-.v, �----` 103 1 13 37 0 c 74 18 Product Lines p \20 67 Stage 2 Line 17a 75 -- o- 76 a NZ c D73 -" Y _- --- a �-- 30 SIDE VIEW FRONT ° O 66 DISPENSER ELEVATION27 40.5 ENCORE 72 SCALE: 1" = 1' 0" ° co 71 NOTE: Encore Blending 3-3 9/16" NOTE: Encore Blending 1 13 37 Dispenser (NL1) Dispenser (NGO) ° Position "A" - Regular 3'-0 5 8" Position "A" - Regular Q - - 2 g / • • �� ��Mid-GradeTo Contractor.COD 20 - - 8Note 18 ___ Position "B" - Mid -Grade Position B - Position "C" - Ethanol 2'-4 3/4" Position "C" - Diesel o - 20 69 The Following Items MUST BE COMPLETED 32 1-2 3/8, Prior To The Arrival Of Mur h ISD Personnel 1'-6 3/8 68 82 70 9 7/16" l'-8 1 /4" 1. Phone Line Installation Must Be Complete And Phone Numbers Must Be Marked P VIEW LD On Phone Jacks. o� °C� 3D DISPENSER SUM 2. Electrical Installation Must Be Complete, Energized, And Inspected. Q Q �� _ � �� TERMINATING DISPENSER -o- 2 1 0 — 3. Pumps And Dispensers Must Have Been Started -Up And Be Operating Properly. O SCALE: 1 1 / C W 4. Product Lines.Must Have Been Purged And Meters Must Have Been Calibrated. � �� 000 'O 5. Emergency Shutdown Systems Have Been Tested. `Posi on Posi ion Posi ion g y 6. CRINDs Have Been Numbered Internally Be inning At 0, Then Follow Disepenser Numbering. g _ - o = �B 4 13/16 x 1-7/16" 7. CRIND Firmware Version 20.2.3 Or Later Is Installed. (Firmware Does Not Have To Be � � _ () ❑ o oo Anchor Bolt Slots Replaced With Generic If This Version Is Installed. If Not, 60.3.2 Generic May Be Used.) T 6 34. Texas Blend Ratio Has Been Set At 60/40. - —�- 8. Blend Ratio Has Been Set o 6 / � oo �� PREM. REG. 93 87 OCTANE RATIO 34% 66% 92 87 OCTANE RATIO 40% 60% 91 87 OCTANE RATIO 50% 50% oN LO I o 0 � c�i❑M❑l Conduit For Ethernet Or IFSF Instructions For Initial ATG Setur):N 4 1 1 16" (When Required) 1"Conduit For 9" 9„ Va or Coupling l . Take Opening Tank Inventories At 5:00 a.m., And Print Tank Test. Q p p g 2. Program Sump Sensor Identities Same As Dispensers: 1 /2", 3/4", Etc. Power And 2 Wire 9 3/8" 3. Program Tank Sump Sensor Identities As Regular Sump And Premium Sump: � Q 4. Program Tank Interstitial Monitors As "Regular Interstice" And "Premium Interstice." PLAN VIEW PLUS GRADE BLENDING RATIO TABLE SCALE: 1 1 /2" = 1' 0" v ------ .. — A Electric ---- U- See - A, Note: External Vent Risers. To Be �, N YD 1 For Building �, N Meter See YD-1 For Building - Mounted To Interior Column Face o 0 OO Details And Location Note: Internal Vent Risers To Be � ° f Details And Location � - RR, � t 2 NNI Mounted 6'-6" Above Canopy Deck — p u - Slope Pipe ; �, PA --------------------------------------- - - -- - - - -- - - 1 /8"/ Ft 6 N . .... • 4 ° (TYPICAL) 70 34 18 70 70 ' 2 � L o 13 F— ° a U) 0%, �."_ 2 704 3 m 69 m 69 69 — CIO N c6+ o © --_ o ° 5 69 3 Minimum (n D o c '. �� N 30— 6 0 3 ° ° ° 8 O4 ° 10 11 64 106107 106107 16 31 1415 3 4 24 5 13 12 00 64 88 64 14 O® 88 87 e, 17 15 16 -{.� -® 64 70 106107 64 106107 64 69 87 O , 32 33 6 17 18 00 106107 64 70 01 7 C OD 19 0 00 69 O o ° ° 69 Q 0 0 o Contractor To 21 00 87 F- 34 25 Grout Around 2ZY �® s Q J O _ Conduits -- �, o ' m 34 18 � U O • 69 A Z � I 35 11 10 26 9 O0 3 Slope Pipe 70 i 70 69 70 69 69 � 22 ~ 8 4 1 /8 / Ft. 88 69 g y Q V_ o Z i o_ � 5 6 TYPICAL) a 0- Pram m 1 !- c� co Q 38 g z F— CO • 88 a U) 21 31 0® a Oiesol 108 ~ 32 -- 00 � • R RR • � U 3 0® .AS HALT V ENT `� LO 4 00 87 Regular o —� V) o 28 35 0� /\ .' 87 CD `, ; . , \ Y 9 39 107 34 \ \\ mUj QJz 40 /\ 70 88 0 2 00,/ 87 0 i- 39 4 87 n 0 2_ 19 20 36 37 Air/Voc Conduits Tor////18 \\j 6 ry Stub —Up 2' Outside 6 Q O A Of Curbing o, MPea Gravel Pik Backfill Z 19 7N Pay Phone Conduits E ect ica u Service TR UGH WIRING DETAIL 1 To stub —Up 8" Outside � C PRODUCT PIPING PLAN: R I — � � Of Curbing ELECTRICAL CON RIGHT —FRONT T FRONT CONDUIT T LAYOUT SCALE: 3/32" = 1'-0" A TYPICAL PIPING TRENCH DETAIL '— SCALE: 1" = 1'-0" SCALE. 3/32" _ 1 0" � A Meteric U— See YD-1 For Building Details And Location 13 2 1 12 0 23 0 30 5 24 3 4 14 15 31 16 6 323 17 0 7 0� 18 0 0 25 34 oCc==Li 26 1 p 11 35 8 9 22 ' ,,,,• 27 38 ' 28 21 3" Conduit For Electrical Service oll 39 Air/Vac Conduits To 29 19 20 36 37 Stub —Up 2 Outside Of Curbing A Pay Phone Conduits See YD-1 For Building Details And Location Note: External Vent Risers To Be Mounted To Interior Column Face Note: Intern9l Vent Risers To Be Slo a Pipe N o Mounted 6 -6 Above Canopy Deck - 1 %8"/ Ft 64 64 &&34 70 (TYPICAL) ti 70 70 70 69 69L 69 m 69 • 3• Minimum , -- - 0 0 87 0 1364 �. 87 70 70 107106 88 107106 64 � 0 87 SIN ❑ 107106 69 64 64 0 87 107106 107106 107106 70 64 ❑ 0 69 69 69 0 0 0 `O (� 0 AA QSTJ34 0 70 0Comm69 C 88 69 70 69 Sloe Pipe a � o'� ` 88 69 64 1 E8 Ft. oE Q 1 Pr tum ,-' (TYPICAL)\\ O 88 70 0 r , _ 0 sareel MANHOLE FINISHING NOTE: Regular 87 Manholes Are To Be Installed Co -Linear, 871- A Level And Plumb With Uniform Spacing o ® o �1 107106 - Between Manhole Skirts And Appurtenances \ R Which Are To Be Accessed Thereby. Care 2 Should Be Taken When Placing Concrete N 87 To Avoid Splatter Into Or On The Manhole 6 of 24 Due To Concrete Handling During Placement. \ \� n N CALLOU T NOTES: u To Stub —Up 8" Outside p� \ Of Curbing ELECTRICAL CONDUIT LAYOUT PRODUCT PIPING P _ oo Product Piping Plan Table -- LAN: LEFT FRONT Found On Sheet FT-2 \ SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" F=x Found On Sheet FT-6 CONDUIT TABLE 1 1" Conduit For Dispenser Power 2 1" Conduit For Dispenser Power 3 1 Conduit For Canopy Lights 4 1" Conduit For Canopy Lights 5 3 4" Conduit For Island Receptacle 6 1" Conduit For Dispenser Power 7 1" Conduit For Dispenser Power 8 3 4" Conduit For Pump Power 9 3 4" Conduit For Pump Power 10 3 4" Conduit For Pump Power 11 3 4" Conduit For Pump Power 12 1" Conduit For ---Dispenser Power 13 1" Conduit For Dispenser Power 14 1 Conduit For C--no Lights 15 1" Conduit For Cono 'Lights 16 3 4" Conduit For island Receptacle 17 1" Conduit For Dispenser Power 18 1" Conduit For Dispenser Power 19 3 4" Conduit For ATM 20 3/4 * Conduit For ATM 21 3 4 Pay Phone Power 22 3 4" Conduit For Air Vac Machine 23 3 4" Conduit For Intercom 24 3 4" Conduit For Sump Sensor 25 3 4" Conduit For Intercom 26 3 4" Conduit For Sum Sensor 27 3 4" Conduit For Tank Gou es 28 3 4" Conduit For Interstitial Monitor 29 3 4" Conduit For Sum P, Sensor 30 3 4" Conduit For Intercom 31 3 4" Conduit For urnp Sensor 32 1 Conduit For CanopySin Controller 33 1 Conduit For Satellite Wires 34 3 4" Conduit For Intercom 35 3 4" Conduit For Sump Sensor 36 2" PVC For ATM 37 2" PVC For ATM 38 3 4" Pay Phone Comm. 39 Telephone Main 40 2" Conduit For P.O.S. 41 2 Conduit For Fiber Optics Line 23 N See YD-1 For Building 1 �.ID AS WHALT MELT 2 2 g o CO lv�o�° o Details And Location ° ._ � ,� �\O —�- 2 25 �\ ` , . :,;. \\ 18" Min. n c� A Electric 15 ° ° - N too Meter 3 34 U_ 24 2 3 \\ i o� 4 70 88- 0 4 \\ / ;� °Q� ---- - ----------------- ----- - - 00 5 W --------------------------------------- 0 6 �p o� 7 18\\ 6 ���� N 13 6 \ 0AA6 \ \0 10 \ \ \ \ \ \ \ \ \ G /.\�,� /,\\ /\\�l �% PWackrfi I el 12 12 0� � 11 87 24 © 13 O® \` 30 26 14 1 2 \ 0)15 � L* 16 -® 17 .,,.� 106107 O 18 TYPICAL PIPING TRENCH DETAIL _ z 19 0 o� A SCALE: 1" 1'-0" Regular-- 87 O .. 87~ 16 31 00 14 15 7 8 27 9 Contractor To 21 2 00 Q N Grout Around 17 Conduits See YD-1 For Building otesel 108 J 1.— o 32 3 10 (TYPICAL) Details And Location ® 88 Q 1 /8"/ Ft. 11 3 Sl o e P i e Prom m Q 1 O 28 O 4 p p 34 18 88 1 Z LL I 34`D 5� 70 69 70 69 70 69 69 Z Q o Y I 18 o� 7 8 - 106107 CL z 0- a: 30 0® 9 a 69 A o 87 a 64 Q z <� c� 35 29 31 Zm:lnirnum NUM0309313EMM al 8) °00 - 4 35 c 7 3O O 64 69 v<D8 I 0 o __,l 38 O® 64 69 106107 64 87 70 87 tr U 21 40 39 0� 88 8869 106107 87 a W z0 _I z " 41 64 107 64 88 88 _ 64 m 1­-0 3 Conduit For 69 70 106 A I -I Q Electrical Service 87 O }- O O 64 O a � O ff, _ n - ooCt�o M 69 si 69 (y,E a Z A TR oN M 39 Air/Voc Conduits To UH W R I N G DTAI L 64 Q N 19 20 36 37 Stub Up 2 Outside 70 70 AA70 70 1 $ Of Curbing V ��l A,e Note: External Vent Risers To Be N A —�ELECTRICAL CONDUIT LAYOUT PRODUCT PIPING PLAN: RIGHT —REAR- Mounted To Interior Column Face Pay Phone Conduits " SCALE: 3/32" = 1'-0" Note: Internal Vent Risers To Be Of Curbing p 8 Outside SCALE: 3/32 = 1 —0 Mounted 6'-6" Above Canopy Deck MANHOLE FINISHING NOTE: C��® 2 Manholes Are To Be Installed (.o—Linear 1 Electric Meter rA 2 ��. U_ See YD-1 For Building 25 ,, 2 3 Details And Location 4 6 \ ______-___-______----__-____________---- -_-------- aio 13 F- 5 12 o 30 ------ o 26 16 31 1415 7 8 27 g 17 32 33 10 11 O O o 34 28 0 --- 0 18 o 0 35 29 22 38 21 3" Conduit For Electrical Service I- 19 20 36 37 39 Air/Vac Conduits To Stub —Up 2' Outside Of Curbing . A � Level And Plumb With Uniform Spacing �® Between Manhole Skirts And Appurtenances Which Are To Be Accessed Thereby. Care 6 Should Be Taken When Placing Concrete ® 0� To Avoid Splatter Into Or On The Manholemgz 87 24 7 Due To Concrete Handling During Placement. o 8/ N N 2 CALLOUT NOTES: - o) 00 Product Piping Plan Table 107 106 Found On Sheet FT-2 87 See YD-1 For Building ® Found On Sheet FT-6 Regular Details And Location a, r m 1 08 Diesel 87 ❑ 88 - 1 (TYPICAL) o ` If 7 88 70 1/8"/ Ft. 69 64 Slope Pipe ° 0 70 69 A 69 64 ° CU 69C===87 0 � tmlnknjum 0 18 34 -:, a - - 69 69 �— O O 13 107106 70 70 87 87 64 70 106107 64 69 69 18 34 \� ro Q 106107 88 88 88 \\ \ 64 70 64 106107 - 64 6 Q • 0 87 o O 87 O 69 0 \ Q __ \ m 69 69 64 69 0 64 � \� q � 70 70 70 \ 9\\fl 9i. RM Note: External Vent Risers To Be A, 18 34 \ N Mounted To Interior Column Face LK Note: InterVI Vent Risers To Be \ `� Mounted 6 —6 Above Canopy Deck o\\ o\\ PRODUCT PIPING PLAN: LEFT —REAR °�\\ SCALE: 3/32" = 1'-0" \\ \ \\ Pay Phone conduits ELECTRICAL CONDUIT LAYOUT To Stub Up 8 Outside " \ .0 Of Curbing SCALE: 3/32 = 1 —0 CONDUIT TABLE 1 3 4" Conduit For Pump Power 2 3 4" Conduit For Pump Power 3 3 4" Conduit For Pump Power 4 3 4" Conduit For Pump Power 5 1" Conduit For Dispenser Power 6 1" Conduit For Dispenser Power 7 1" Conduit For Canopy Lights 8 1" Conduit For Canopy Lights 9 3 4" Conduit For Island Receptacle 10 1" Conduit For Dispenser Power 11 lln Conduit For Dispenser Power 12 1" Conduit For Dispenser Power 13 1" Conduit For Dispenser Power 14 1" Conduit For Canopy Lights 15 1" Conduit For Canopy Lights 16 3 4" Conduit For Island Receptacle 17 1" Conduit For Dispenser Power 18 1" Conduit For Dispenser Power 19 3 4" Conduit For ATM 20 3 4" Conduit For ATM 21 3 4 Pay Phone Power 22 3 4" Conduit For Air ac Machine 23 3 4" Conduit For Interstitial Monitor 24 3 4" Conduit For Tank Gouges 25 3 4" Conduit For Sump Sensor 26 3 4" Conduit For Intercom 27 3 4" Conduit For Sump Sensor 28 3 4" Conduit For Intercom 29 3 4" Conduit For Sump Sensor 30 3 4" Conduit For Intercom 31 3 4" Conduit For Sump Sensor 32 1 Conduit For Coroupy Sin Controller 33 1 Conduit For Satellite Wires 34 3 4" Conduit For Intercom 35 3 4" Conduit For Sump Sensor 36 2" PVC For ATM 37 2" PVC For ATM 38 3 4" Pay Phone Comm. 39 1 Telephone Main 40 2" Conduit For P.O.S. 41 2 Conduit For Fiber Optics Line � aa ' A o o Electric U— See YD-1 For Building Meter Details And Location --------------------- s• r � aNc— 23 13 F- 5 2 1 12 o ea � o0 4 3 26 . 5 30 1 00 -- 7 oo a 2 o� 9 ----- o® 0 10 11 16 31 1415 7 8 27 g 12 0� 13 14 0® 17 24 15 ---� 32 3 10 16 0® 17 18 0® 11 0 3 � 1 g - -- oo � � 28 0 0� 34 4 Contractor To 21 2 o0 Grout Around Conduits 18 0 25 35 29 o® 3 22 00 @n26 38 o e �-- 0 9 21 0 31 M � _ 32 3" Conduit For 4 3 0® Electrical Service 0 40 41 19 20 36 37 39 Air/Vac Conduits To Stub —Up 2' Outside Of Curbing A ---- Pay Phone Conduits ELECTRICAL CONDUIT LAYOUT To f Curbin Up 8" Outside O 9 SCALE• 3/32" — 1'-0" CONDUIT TABLE 1 3 4" Conduit For Pump Power 2 3 4" Conduit For Pump Power 3 3 4" Conduit For Pum Power 4 3 4" Conduit For Pump Power 5 1" Conduit For Dispenser Power 6 1" Conduit For Dispenser Power 7 1 Conduit For Canopy Lights 8 1" Conduit For Canopy Lights 9 3 4" Conduit For Island Receptacle 10 1 Conduit For Dispenser Power 11 1" Conduit For Dispenser Power 12 1" Conduit For Dis enser Power 13 1" Conduit For Dispenser Power 14 1 Conduit For Canopy -Lights 15 1" Conduit For Canopy Lights 16 3 4" Conduit For Island Receptacle 17 1" Conduit For Dispenser Power 18 1" Conduit For Dispenser Power 19 3 4" Conduit For ATM 20 3 4" Conduit For ATM 21 3 4 Pay Phone Power 22 3 4" Conduit For Air/Vac Machine 23 3 4" Conduit For Interstitial Monitor 24 3 4" Conduit For Tank Gouges 25 3 4" Conduit For Sump Sensor 26 3 4" Conduit For Intercom 27 3 4" Conduit For Sump Sensor 28 3 4" Conduit For Intercom 29 3 4" Conduit For Sump Sensor 30 3 4" Conduit For Intercom 31 3 4" Conduit For Sump Sensor 32 1 Conduit For Canopy__Si n Controller 3311 Conduit For Satellite Wires 34 3 4" Conduit For Intercom 35 3 4" Conduit For Sump Sensor 36 2" PVC For ATM 37 2" PVC For ATM 38 3 4" Pay Phone Comm. 39 1 Telephone Main 40 2" Conduit For P.O.S., 41 2 Conduit For Fiber Optics Line (D o�.o �2co � (1) a.�� C L O I) G I (� �) (D C6 O Q� 4 U) M U D 70 ti U) T. Lp J 4s z o ` w~ 0 111— v� 3 �v .. � °r -- J > �— o Q V) z << � y °- a �Qno� z �O V)00 v Q � J CD U) � a V mZJz LI" 0 00�' Q0 n 00 N? Q N V N A TROUGH_ WIRING DETAIL — I MANHOLE FINISHING NOTE: d Manholes Are To Be Installed Co —Linear, 9 oe d d - A d Level And Plumb With Uniform Spacing R RR le Skirts And Appurtenances �. '. -AS HALT ME�,T , , ' Between Manhole pp � o `\ \ " A,e oo Note: Internal Vent RisersFM / 8 Min. Which Are To Be Accessed Thereby. Care M ao _ Should Be Taken When Placing Concretom e /\\ tif:,,:;- , •... ; ;, \\/` To Be Mounted 6'-6" To Avoid Splatter Into Or On The Manhole 34 {;`';',;:';` " / Above Canopy Deck; Due To Concrete Handling During Placement. a ;,�; ,,.; , ;:,�. • External Vent Riser To Be Mounted To � p See YD-1 For Bung Interior Column Face CALLOUT NOTES. 6 Details And Location _ Note: External Vent Risers To Be Product Piping Plan Table 18 " \/ Mounted 6'-6" Above Canopy Deck 00 Found On Sheet FT-2 ti X// \ \ \ \ \ \ PY %/%/\ %/% %/ \ \� Pen GGr vel ,� � ackf�l Found On Sheet FT-6 1 Slope Pipe ° A.R. -A 1/8"/ Ft. - - (TYPICAL) 64 2 1 TYPICAL PIPING TRENCH DETAIL s4 7o i i � n A SCALE: 1" = 1'-0" 70 70 69 18 34 70 88 e lar DW;el o - 69 ® ® X Minimum .4 a • am nT r O 469 o — 0 69 is 1 69 106107 69 108 VD 64 70 34 18 64 87 106107 I, 87 } 69 88 87 108 64 106107 64 106107 106107 106O107 �M 106107 87 a o 24 Q o Q 70 G p Quo • I �J (06 0 •/ ®m 1 a= - I Pro lum m 69 � I I 0 Q 0 N-8 69 69 88 69 6 O Q O �o 70 70 64 70 (4 TYPICAL) oo (aM 70 34 18 O A 64 0 � a �) 0 Slope Pipe 1 /8" / Ft.LK N f PRODUCT PIPING PLAN. RIGHT —END — ro SCALE: 3/32 A =1D Q1[j] Electric U_ See YD-1 For Building Meter Details And Location 6 --- --------------------------- 111111WER Bonn 1377 F- � 2 3 4 DD'gotm o 0 ° 00 5 30 26 00 6 e 1 00 e9 2 10 12 00 11 16 31 1415 7 8 27 9 ° 13 14 00 � ���.,, *24 17 3 10 00 - 17 00 - E 19 18 Contractor To 21 0 34 28 Grout Around Conduits m" '------ 18 e 25 35 29 F— o® 22 4 00 25 Do - 6 38 30 � o0 9 21 31 0® _ ° 32 3 O0 3" Conduit For 34 35 O0 OO Electrical Service 36 00 40 39 O® O H 41 19 20 36 37 39 Air/Vac Conduits To Stub -Up 2' Outside Of Curbing A Pay Phone Conduits ELECTRICAL CONDUIT LAYOUT H WIRING DETAIL To Stub -Up 8". outside SCALE• -i = 1'-o" U c O O �•2 �u r w D U)�� �� LoU) '2 �u,o Q' i U) C6 (6 � -0 V u) ao ca ZZ Z 0 rn 00 0 8 i- Q~�W -� 5 V)U � Z_ <( i L' I z o g z� a z 0- V)00 D .._J o 0 C� 0 o � W� � �Z<Jz 0 •� p0>• Q 0 0- C)O�o N Q N V N A TROUG of Curbing � MANHOLE FINISHING NOTE:old 1?4 Manholes Are To Be Installed Co —Linear, Level And Plumb _ a R °iSpacing E�T Between Manhole Skirts And Appurtenances , Which Are To Be Accessed Thereby. Care \�18 Min. Should Be Taken When Placing Concrete \\ \ To Avoid Splatter Into Or On The Manhole 34 \� Due To Concrete Handling During Placement. \\\ 70 88 See YD-1 For Building / Details And Location o Note: External Vent Risers To Be CALLOUT NOTES. \� 6 Mounted To Interior Column Face 18 \ 00 Product Piping Plan Table Note: Internil Vent Risers To Be A. Found On Sheet FT-2 `/\ \\/\ \\/\ \/\ \/\ \/ P GGr vel Mounted 6 —6 Above Canopy Deck /�� ��/� /��/� ��/�� ��/� �, ackfi�i I ®Found On Sheet FT— 6 �� �o 1 - 34 18 70 64 70 64 64 64 ❑ 18 34 770 0 TYP I CAL PIPING TRENCH DETAIL Didsel e ulq 69 69 69 A SCALE: 1" = 1'-0" 69Cc= 69 _ - - - - e o _ V Minimum ❑ 69 94 O 88 69 0 n° 108 1 70 �J O � 106 107 106107 69 1 7 69 Q 10� 0 88 87 70 18 34 88 87 106107 [ 108 '�� 106107 88 106107 106107 64 64 11 �' 69 �l 241 fflp p Q o r o a a I m >a - .a p ca rerrh um j m l o 6 I i 69 69 � 87 4 TYPICAL I 88 69 70 ( ) 70 o Q Q 64 70 64 69 70 O (a 834 Slope -Pipe a M o 1 2 A 1 /8"/ Ft. �] (TYPICAL) o A no N T PIPING PLAN: LEFT -END TANK LOCATION a °1-5 PRODUCT - SCALE: 3 32" = 1'-0" x m CONDUIT TABLE 1 3 4" Conduit For Pump Power 2 3 4" Conduit For Pump Power 3 3 4" Conduit For Pump Power 4 3 4" Conduit For Pump Power 5 1" Conduit For Dispenser Power 6 1" Conduit For Dispenser Power 7 1" Conduit For Canopy Lights 8 1" Conduit For Canopy Lights 9 3 4" Conduit For Island Receptacle 10 1" Conduit For Dis enser Power 11 1" Conduit For Dispenser Power 12 1" Conduit For Dis enser Power 13 1" Conduit For Dispenser Power 14 1" Conduit For CanopyLights 15 1" Conduit For Canopy Lights 16 3 4" Conduit For Island Receptacle 7 1" Conduit For Dispenser Power -1 18 1" Conduit For Dispenser Power 19 3 4" Conduit For ATM 20 3 4" Conduit For ATM 21 3 4 Pay Phone Power 22 3 4" Conduit For Air/Vac Machine 23 3 4" Conduit For Interstitial Monitor 24 3 4" Conduit For Tank Gouges 25 3 4" Conduit For Sump Sensor 26 3 4" Conduit For Intercom 27 3 4" Conduit For Sump Sensor 28 3 4" Conduit For Intercom 29 3 4" Conduit For Sum Sensor 30 3 4" Conduit For Intercom 31 3 4" Conduit For Sump Sensor 32 1 Conduit For Canopy Sin Controller 33 1 Conduit For Satellite Wires 34 3 4" Conduit For Intercom 35 3 4" Conduit For Sump Sensor 36 2" PVC For ATM 37 2" PVC For ATM 38 3 4" Pay Phone Comm. 39 Telephone Main 40 2" Conduit For P.O.S. 41 2 Conduit For Fiber Optics Line C) E ,f I i �n O Note: See Sheet FT-6 For _ Note: Manufacturer Supplied Hold Down Straps Are 10'-2 1 /2" 14 -4 Parts List and Triangle Notes Note: See Sheet n i � 0 pp Detail F For Wisconsin �, � � � o � o �c� To Be Installed As per Manufactureres Specifications 4 -0 1 /2 10 -2 1 /2 See Sheet FT-5 For Tank Anchoring Details. Stage I Connection � o .� -� 1 -3 1 /2 Detail. Stage I Will Be o Installed On Diesel Tank ' 4 "- o Cam] „ As Well As Gasoline Tanks " o N _8 . � U) 48 ®e 44 45In 70 v \ ► \ ) U (0 --• J p U O 49 � - . 20,000 GALLON 9 I- 0 ' _ —�— — TANK — PLAN VIEW 9 SCALE: 1 /4" = 1'-0". 28 9 11 0 L [ILLLJLLLL�� fl`� �, 41 9 co 28 � 10" Thick Concrete 37'_9" z } Slab Reinf.- Bars @12" O.C. Add Shrink Wrap Q W Each Way See For Wisconsin Sites _ �_- Berming Around Excavation Sheet YD 4 #4 B During Construction Typ. E � Q51 FT-2 51 ::� Berming Around Excavation �� �� r Q C F FT-2 During Construction Typ.LU 52 C U) � 22 15 14 B 6 FT-2 41 38 FT-2 38 z FT-3 41 FT-3 N Q � � " O Q O Q : 2' N 43 Q ~ w N - G-1 w z 2 FT-4 ~17 2' Min. Typ. C,D 47 w � jo oLL � LO 2 Min. . Typ. L r FT-3 w C� See Sheet FT-4, Detail H > o Maximum Slope 53 ° _ For 15 Gal. Spill Bucket z � W 53 Maximum Slope See Sheet FT 4, Detail H m 48 Above Bottom 9 Container Detail. n o Of Excavation 28 17 48 Above Bottom For 15 Gal. Spill Bucket V H z 43 Of Excavation Container Detail. z p Q Integral Tank ~ Collar Furnished w J 8 23 47 By Tank n o 8 83 _ Manufacturer 8 39 53 III 7 36 �� \ o •: N 83 ° r 8 w TANK FILL DETAILCONNECTION STAGE I G-2 SINGLE PRODUCT TANK INSTALLATION SIDE -VIEW SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1 '-0" U a A . FT-4 SCALE: 1 /4" = 1'-0" - rr-•i A Z fn 14'-4" Tank Section Note: Sump Switch Must W gE m en Note: Manufacturer Supplied Hold Down Straps Are g'_2�� 10'-0 1 /2" Reach Bottom Of To Be Installed As per Manufactureres Specifications Tank See Sheet FT-5 For Tank Anchoring Details. 5-5" 5-4 1 /2" 2'-7 1 /2" Q c 20,000 GALLON SPLIT 127 38 38 , TANK — PLAN VIEW 126 35 D3O I I I I I -4- SCALE: 1 /4" = 1'-0" SUMP SWITCH 30 o 1 DETAIL � Add Shrink Wrap 33 For Wisconsin Sites—,'-.,-, ites-- � Add Shrink Fit 33 L L L For Wisconsin Sites o 37-9 1 /2" -- 9 —/ - - 31 Q O Bars @ 12" O.C. 28 0 \ 10 Thick Concrete Each Way See 38 0 Slab Reinf. 6 Typ' 41 Sheet YD-4 #4 9 31 FT-2 28 � F Berming Around Excavation Berming Around Excavation Typ 51 E g CsY�J During Construction Typ. A FT-2 FT-2 FT-2 FT-2 During Construction Typ. FT-3 41 41 38 FT-3 52 14 15 22 ' 127 Q N - 2 36 2' -------- - 'Min. Typ � 2' Min. Typ. - 53°Maximum Slope Q Q y \ o II o� Maximum Slope 53' _ 48 Above Bottom \ 48" Above Bottom 17 Of Excavation oo Of Excavation 43 9 43 no Integral Tank 00 Collar Furnished C'D cc:))a CqD� o 36 nufact 83 Man ufacturer 8 FT-3 8 , 8 83 8 23 - 36 47 53 39IMF \ n TAIL TANK GAUGE DETAIL \\ n E INTERSTITIAL DE F _ D COMPARTMENT TANK INSTALLATION —SIDE VIEW SCALE:1/2"= 1'-0" SCALE: 1/2 - 1 -0 SCALE: 1 /4" = 1'-0" A DIESEL CONTAINMENTSUMP�. B REGULAR # 1 AND PREMIUM C REGULAR #2 CONTAINMENT SUMP -� -am � \\� SCALE: 3/4" = 1 CONTAINMENT SUMP SCALE: 3/4" = 1' �; 2- \ SCALE: 3/4" = 1' 27 10 g 29 — U ��,o� L :3 U)co 29 14 19 27 O 8 22 37 113 15 22 30 27co 29 8 10 30 22 U �� o� �o� ' \ N 20 31 30 33 113 37 33 31 14 _0 37 113 ° 31 11 16 18 11 1 _ 16 20 9 28 a ® d ® 21 g® o � 9 28 e ca, �` � 20 21 Z Q F-- co W co - 30 �`'� 32 -� ` 4 —\ � 23 12 9 � z 32 28 11 co Q 20 18 11 16 16 33 20 18 11 15 o Z o z o z Q 0 n : p GROUNDING ° z SCALE. 3/8 - 1 o UD 8 , Q Y 0 o a_ w 8 z _m ►T z Q 36 Grounding Wire p o 41 < a_ 0 \ 33 41 : N � z w 506 57 r � 57 =;; O ,Z � 22 37 113 15 11 16 1 1 18 20 33 18 �en �A O ►-, A r� W eM 19 20 21 19 31 16 30 0 - 14 '� 21 28 20 14 32 16 16 20 32 55 �"� a �. O z c a �\ 27 16 �, 37 1 13 ° o °0 1 16 g _ ° ° 37 °°° 0 29 ° 20 1 See For 33 ° 0 ° 0 31 0 31 Venting Confi g . 8 ° 21 27 - ° ° 30 ° ° ° ° 10 °° OD 31 --- 16 ° 35 22 0 23 0 23 12 , - 32 19 45 GROUNDING ROD DETAIL 1 SCALE: 3= 12 " ' OVERFILL CONTAINER SCALE: 3/4 DETAIL =~' � o 33 32 12 ,. 33 31 33 - - 29 - 1 20 16 8 18 11 16 30 - 20 18 11 16 30 16 11 18 20 27 °) 0 rA B B ° 51 3 14 FT-3 FT-2 FT-2 [\ 54 6 2 14 51 3 54 2 6 14 51 3 54 2� C FT-2zl C FT-2 � \l • • d• • • 0 • ! •. •. :... � • F B � �LO a d . a ,• c . ® FT-2 � CJ OLI W 27 27 d 4 d 0 B °�� FT-3 , � E O \ 6 22 29 27 33 FT-3 \\ d , FT-2 �\ a 33 8 28 a ° 3 8 -_ _ -_ #1 �\0� U \ 30 33 20 8 10 22 ®o �- `�� 00 �\ ILA, EM Q CO) 9 31 20 113 37 __ 33 9 /2\0 1 1 �--- 37 1 13 �- #2 o 0 0 �l C\ C� 28 o m m 28 32 16 4 16 16 11 18 18 11 � N a\ 4 37 1 13 18 23 4 3D VIEW SCALE: 3/16'' = 1' c FT-3 \\ \ s C 31 9 21 12 28 C L� v c Q�? _4 00- 0(,, 10 Q� Perform 60 Min, Air Test. See 0) Sheet FT-6 For Information. Vent Be 6-0" > 0 Cap To Above Canopy Deck. Perform 60 Min. Air Test. See > Q) 0 1�_ _T 0 5 M, 86 Sheet FT-6 For Information. Vent Cap Perform 60 Min. Air Test. See > U) U) To Be 6-0" 86 Above Canopy Deck. Sheet FT-6 For Information. 0, 103 < r-:t, U) 0 Vent Cap To Be 6-0" U) Q)U)-C M Above Canopy Deck. 0- 0 0 UM > 85 26 12 86 L2 //26 10 > > 128 0LU LU Bolt 3" 3" X 1/4" AIR x Angle To Beam With 3/8" 1-1/2 " Bolt Clamp To Angle —Bolt 3" x 3" X 1/4" Bolt 3" x 3" X 1/4" < x W/ 3" U-Clamp Angle To Beam With 3/8" x 1-1 /2" Bolt 26 Angle To Beam With 3/8" x 1-1 /2" Bolt U) z Clamp To Angle W/ 3" U-Clamp 01 13 U) V U 10 T.S. 10"x 10"CoIumn 91' Clamp To Angle W/ 3" U-Clamp �<_ Uj Q 010E12 T.S. 10" x 10" Column a: aj 2 T.S. 10" x 10" Column 99 W co U) < Z Z Internal Vent Riser Provided 8'' °C `5 U_ 0 By Canopy Manufacturer z 0 12 [5❑ - 70 89 Internalen Riser Provided By Company Manufacturer LL 0 7 0 609 88 9 4 Ir _j 6i 0 C/) 87 z < >_ cr 70q 87 co Extend Vent Riser Q,88 pj 90 4" Past Canopy Footing i5 C, C, Extend Vent Riser 92 88 r 4" Past Canopy Footing VENT DETAILS - FOR A SCALE: 1/2" 1' DIESEL COMPARTMENT VENT RISER DETAILS FOR UNLEADED TANK VENTING B VENT DETAILS - C FOR UNLEADED TANK VENTING SCALE: 1/2" 1' (ONLY USED IN WISCONSIN) oww� SCALE: 1/2" 1' ld� 08" ID Note: Monitor Only Wells Used When Required Locking Grout Approx. Watertight I in. 52 By Local Authority. Monitor Well Cap G C45)— 01 0 18.0� 0 0 1. OU0 4 U0 U0,-, U. U. U. Qu U0 U. U 0'-'-'-• 44 C., .6 '0' '0 0- 00 '0 V", 0 0 0 0 0 000 00 '0 0,-) o 0 0 0 0 0 0 0 0 0 4 4 AFTER CUT FRONT VIEW .0,:,0.0(,000 00,00,00,00,00, 0,00,0,000,0"', Q 0", 000000000 0.0..0111 0 0 00 IM000000000 0 0 00( 0 000 000000( 00 0 000 000000 :0 4 U U U 0 - 0 - 0 0 13 To Be00000000 Removed -,06.0006.0.60'.600.- 000 0000000.000.00000000000 0- ..0.0.. -0-.00-,.- 0 1.) ..000.0.0.0.0 000�0 000�0110� U,000 0000� og 00,0,00.0("0, 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 4:4 V V V 0 BEFORE CUT SIDE VIEW AFTER CUT SIDE VIEW 0000,0)0gQ0,,0(0:,0 0 !0000N_. 0. - "o, googgo.gggggg 9-09g"goog%, 00 - " 0 00,&_ OQ �_, )0,)0,)0 0 0 0,0)00 )00,0000(0)00.0",( 0-',0,'-'0-."0)",-)00-.� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;7 0 0 0 0 _ f VV V V 0 0 0 0 0 0 0 0 0 . 0 ogogogogog 0 0 0 ggggo.90.gg 0 V) 4- 0 0 0 0 077 0 0 0 0 0 0 0 0 0 7 '7 0 0 0 0 0 V V 0 0 0 0 0 0 0 0 0 37 24 41 A 87 0 ogogogogo.09 0 0 0 0 00 on '0 '0.00"-(:,-00()0()-0-0 0 9 . 0 0 0 000 0 V) 0 0 0 0 0 0 U 0 (L) 0 0 0 7 0 0 0 0 0 0 0 0 13 Note: Contractor To Cut DMV g...g.gC,.00 00 0 0 Q()9g00g.,-.0'0 Q (-)., Qogg.-Oogg.00000 0 00(Q,0(,00,,000,)9C)"( 0 0 0 00 0,00,0( 0 Q) 0 00000 0 0 0 0 0 0 0 0 0 � Silicon Seal Tee Where Indicated On Detail G. DMV TEE DETAIL Refer To Shape Of Tank In 0 0'-..0(-) 0 -0 0. , C-, 9 C-) 9,-, '. g " g '0 g 0, E b 0 0 0 000000 0 0 0 )000000 � 0 0 Pipe to Container 96 88 E SCALE: 1 1/2" 1' Extractor Area For Shape Of Cut 0000,00.00.0g..1. 00 0 OC),O(C"00.0 0 0000 %00 0 0.00go,0,0.00goo 00,0,00. 0 D V) 0 0 0 0 0 0 0 0 0 0 0 )0000 0 U Lt 0 94 000000(0:) 0'.00.0 C: V) 0 0 0 D 95 000o0o 0(,)0. 0 ...)0000 0 C > . -. , -. '. -. , (-: > '. 0. '0 (-, � 0 0 0. 0 ") 0 .0 0,0:, 0,0) 0,0) 0 00 0 � �E C I' Of Bentonite 0 Intersecting Solid Riser 0 __�) Cs 28 -0 00". 0 0,0 0 0 0 0. 4- X I�F= 00 0,:, 0, 0 ") 0) 0 0 ":)) 0'.,0, C',-,,.' 0000000"'O"o 0 W .01 Factory Slots cn 97 92<�//� 118 �.-,()0-000000000.o,00: ),)000-,:>"C,-000.0 0. . 0. . -0,0 0 (0:) 0 00 0 ((:), 0 ")) 0.) 0) 0 0 0 0 0 0000( 0 From Well Bottom To 2' Below Ground Surface 0 0 !00.00.0,0:,0(0,0.Q 0.0 N 9 0_3 _7 0 0 �__ 0 0 0 8 8.8 �.000 S static Ground Water MONITOR WELL DETAIL 0(=) Q� OQ Tank 0.,0,00(.)00.Q")0", 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 SCALE: I"= I' 0 0 .01 Factory Slots ar Use 15 Galloon Spill Q 0 ....)Og0000000go 0 0 0 0 0 0 From Well Bottom To g See Detail G Bucket Where Applicable. o 00. 'O.00,O)o 0 ). lip )-00-000cc— Q) 00 0 0 2'Below Ground Surface MOO D, C-) .0 .0 0 0 0 00.0'. cc 00 0 0 F 0 0 0 0 00 0 0 0 Silicon Seal 0, C). (-". 0- 0, 0. 00000--o-OO.'' 0 . . - --.0 0- 0. cc )01) ) 00000 00,C )C IE E 0 0 0 0 0 0 0 0 0 0 )00 oc) Tee To Tank o.0 -0--.0-0.0--0000. 000C . 00000- , -0-cc )0 E 0 0 PVC Screw L W 0 0.. 0000000000000000 0 0 0 00. 0 0 0 0 Cap A'� 0000 000000 000 0 0 0 0 0 0 0 0 00000000 0 0. 0 0 0 0O 0 000000000 0 0 0 00 0 0 0 0 0 0 0 0 C ) )0 000CM E 0 STAGE I CONNECTION DETAIL - - -0-0?0-0-0�0-0-0-0-0 0 0 0 080 0;0808080;0-0-0-0-0-080.... 00000000000000000C)O000000000 0 0 000 0 0 0 000c)00 0 0 00O.-.'�� 00 0 0 0 0 0 0 0 00 0 00 a 00 0 0 0 0C)o 0 0 0 0 0 0 0 0 �0 0 0 0 0 0 0 0 000000000 0;0;0 000 '-.Qc)o 0 0 0- 0 6 3" (Radially) <1 I I I I I Kop'_�1_00 D ONLY USED IN WISCONSIN 0 0�� 0 --- 00 0 Packed, Washed Silica Sand 0 SCALE: 1/2" 1' F 15 GAL. SPILL BUCKET DETAIL SCALE: 3/4" = I' MONITOR G SCALE: 2 2 PVC SCREW CAP DETAIL SCALE: I" I' WILL DETAIL 1/2" = 1' 0 N I nn 12" x 12" Conc, Deadmen With 2" x 2" Chamfer (4) #5 Rebar T& Continuous 3 Ties @24" O.C. )DEADMAN CROSS SECTION, TANK ANCHORING NOTES. 1. When Working Below Grade, Extreme Care Must Be Taken To Assure Workmen Safety. Sloping And Shoring Shall Comply With OSHA Construction Industry Standards 29 CRF Part 1926 Subpart P, OSHA Standards -Excavations; Final Rule Oct. 1, 89. Hard -Hats Shall Be Worn By All Workmen Operating In Excavating Or Where Overhead Work Is In Progress. 2. Tank Anchoring is Required For All Projects. 3. Each Tank Requires (2) Deadman On Each Side. Deadmen Are Not Divided Into Smaller Sections Than Shown. Total Length Of Deadmen is 24" Greater Than The Length Of The Tank. All Deadmen Must Be Installed Plumb, Level And Parallel To Their Respective Tank. Concrete- 4000 Psi. Early Strength Certified Mix. 4. The Concrete Deadman Anchor Contains (4) #5 Rebar Continuous at Top And Bottom With #3 Ties @24" O.C.. Form Pour in Excavation If Conditions Permit. Otherwise, Form And Pour On Surface, Then Lift Into Excavation After 7 Days Curing Time. 5. Straps To Be Located As Indicated On The Drawings. Eight (8) Hold Down Straps Are Required For Each Of The 20,000 Gallon Tanks. 6. Thread Pre Fabricated Sling Into Shackle. Working Load Limit Of 5/8" x 59-1 /2" Sling Shall Be 8.5 Tons @45 °. Attach Shackle To Eye Bolt Of Turnbuckle. Working Load Limit Of 1" S.P.A. Shackle Shall Be 8.5 Tons. Working Load Limit Of 1" x 12" Eye & Jaw Turnbuckle Shall Be 5.0 Tons. 7. Connect All Slings To Straps With Turnbuckles: Then Tighten Uniformly With Other Straps. Straps Should Be Snug But Cause No Deflections. Deflection Can Be Detected By Checking Tanks Diameter With A Gauge Stick Before And After Snugging Straps. 8. Ballast Tanks With Clean, Potable Water To Capacity. 9. Tank Manufacturer Supplied Anchor Straps. Note: Teh Inot (2) Pie SPLIT COM PARTMENT TANK SIDE VIEW SCALE: (I/4"=1'-0') SINGLE COM PARTMENT TANK SIDE VIEW, SCALE: I /4" = I'-0' ) TANK END VIEW ASSEMBLY VIEW. (1 .. = 1 --0--) �2o-oz U c c O 0 is LL cn �- o o.6� . n_nM O D U) �. V/ �_ O '0 Q '�--� U)U Cn > U) :3 c O i- z m O Y �- W u., J U) o U) J Q LQ�Q � z F- LL OLLJ � a. o z CC F-- 6 z m O LL U z z rLii LLJ m o o Q H_ z 0 � rr w Q J J Q O U) z Q M C/) 7 00 N O cV 0 10 CW) ►�—� A N all 0 " E~ao�c � � co r LQ �T ON ■E =WOE 0 fl- Lo V) N UNDERGROUND STORAGE TANKS 1. GENERAL: A. Excavate For Set And Fill Around All Underground Tanks As Shown On Drawings And Specifications, Follow Tank Test Procedures Listed Below. Tanks Are To Be Ballasted With Clean Potable Water Filled To Capacity. Fill Large Compartment Of Split Tank 50% Before Introducing Ballast Water To Small Compartment. After Filling Smaller Compartment, Fill Remainder Of Large. Compartment, B. Dispose Of Clean ballast Water As Directed By Local Authorities. Do Not Remove Ballast Until Installation Of Tank Slabs Has Cured For Seven (7) Days. Hand Pump Any Water Bottoms Prior To The Introduction Of Product. C. The Contractor Is Responsible For Maintaining The Excavation In A Dewatered State During The Entirety Of Construction, Berming Of the Excavation Shall Be Provided Where Surface Drainage May Enter The Open Tank Cavity. D. Where This Drawing Is In Conflict With The Local Regulations Notify Murphy Oil. Local Regulations Will Supersede This Drawing If More Stringent. Supply Murphy Oil With As -Built Plans. 2. PEA GRAVEL AND BACK FILL: A. Use Pea Gravel (Rounded Particles) With A Minimum Diameter Of 1/8" And Maximum Diameter Of 3/4" Stone Crushing, If Approved As a Substitute For Pea Gravel, Should Be Washed And Free Flowing Angular Particle Size Should Be Between 1/8" And 1/2" And Must Meet ASTM C-33 Paragraph 9.1 Requirements. B. No More Than 3% Of Backfill Material Shall Pass Through A Number 8 Sieve. Supply Quarry Certification. 3. TANK TEST: A. Tanks Must Be Tested According To Current Manufacturer's Procedures. b. After Completion Of All Yard Pavement Work, Including Tank Pads And Pump Islands, An Approved Precision Tank Test Shall Be Performed On The Tank, Ullage, Product And Vent Lines (Nitrogen Test For Vapor Recovery Piping At The Expense Of The Contractor. C. Contractor Shall Complete The Tank Manufacturer's Check- List And Submit This List To The Owner's Representative. 4. PIPING: A. Primary Product Piping To Be 2" Geoflex Double Wall Piping System With 4" Corrugated Duct. B. Fiberglass Pipe To Be A.O. Smith Fiberglass Products Red Thread IIA. Steel Pipe To Be Schedule 40 Galvanized. All Piping And Glue To Be Alcohol Compatible. 5. PIPE JOINT SEAL: A. Gasoila Soft Set Shall Be Used On All Steel Pipe Fittings And Threaded Metal Connections. 6. TANK VENTS: A. All Tank Vents Shall Be Fiberglass Piping. Risers Will Be 28 Galvanized Steel. Refer To Details For Sizing. Canopy Manufacturer Supplies In -Column Portion Of Vent Riser. 7. BACK FILL: A. Backfill Over Product Be Clean, Compacted Pea Gravel. Piping Shall Be Laid And Continuously Supported On 6" Of Compacted Pea Gravel. B. No Piping Shall Be Supported By Blocks, Planks Or Other Debris. 8. SLOPE: A. All Piping Must Slope To Underground Tanks. Vent And Vapor Recovery Piping Must Slope At A Minimum Rate Of 1/8" Per Foot. 9. GENERAL: A. Remove Secondary Containment test plug from each branch of the coaxial piping to avoid overpressurizing the containment piping. FAILURE TO OBSERVE THIS PROCEDURE WILL RESULT IN DAMAGE TO THE SECONDARY CONTAINMENT AND POSSIBLE PERSONAL INJURY. Replace plugs for testing secondary piping after the primary system has passed a 50 p.s.i. 24-hour air testa Test secondary piping and duct piping separately using 5 p.s.i. only.. B. Test 4" Geoduct at 5 p.s.i. For 24 hours after primary piping installation is completed. Use jumper hoses to connect separate branches of Geoduct. Unseal test donuts after successful test. C. Fiberglass vent piping shall be tested at 50 p.s.i. For 60 minutes after plugging the vapor -vent valve at the tank connection and temporarily capping the vent stack(s). Return fittings to operational state after successful test. Allow test pressure to remain on all vent, duct, primary and secondary piping until concrete finishing is completed. 10. PEA GRAVEL AND BACK FILL: A. Cast -In -Place Shall Be ASTM C94 Ready Mix, Placed Within 90 Minutes Of Batch Time, Normal Weight, And With Minimum Compressive Strength Of 4,000 P.S.I. At 28 Days, Field Test Each Batch Using Slump Test Method With A Required Slump Range Of 3" To 5". Restrict Addition Of Mix Water At Job Site. Do Not Exceed Slump Limitations. Use Cold Water From Truck Tank And Re -mix To Achieve Consistency. Use High Early -Mix On Deadmen. B. Refer To Details, Sheet YD-4. All Concrete Shall Be Consolidated In Place Using Internal Vibrators, And Cured Immediately After Finishing Operations With Continuous Moisture To Concrete In Accordance With ACI 301. Cure For Minimum 3 Days Prior To Use Of Concrete. 11. TANK TEST: A. Fiberglass Sump Units Are To Be Sealed Per Manufacturers' Installation Instructions. Each Sump Shall Be Filled With Water For 24 Hours Before Back Fill To Verify Water Tightness. BALLOON NOTES BALLOON NOTES: Z�Pea Gravel Backfill. Any Other Material Must Be Approved 25 Piping Shall Be Laid And Continuously Supported On A 6" No Piping Shall Be By Tank ManufacturerAnd.Owner's Field Representative. Compacted Bedding Of Pea Gravel. Supported By Blocks, Planks, Or Other Debris. Isolate The Manhole Skirt From the Fiberglass Sump Using Inside Canopy Rigid Styrofoam Board, Gasoline Vents Are Connected To Riser A26Column Supplied By Canopy Manufacturer. Diesel Vent Is Fiberglass Pipe And Fittings To Be A.O. Smith Red Thread Strapped To Same Column Exterior, Between Column And II -A. Fittings May Not Be Mixed. Use Alcohol Compatible Dispenser. G.C. To Airtest Vent Riser By Canopy 8000 Series Adhesive. Manufacturer Prior To Release Of Canopy Crew. 4 N/A A27Gravel, Interior Of. Containment Sump To Be Cleaned Of Pea Trash And Any Liquid. A5 Slope Concrete Away From All Manholes 1" Rise Over 12" Run, Except Where Indicated. A28Steel Ream All Risers For Full Pipe Bore. Coat All Galvanized With Coal Tar Epoxy. Particular Attention Should Be Reinforcing Bars To Be A Minimum Of 2" And A Maximum Paid To Threaded Areas. 6 Of 4" From Top Of Concrete. Shall Piping Shall Be Laid And Continuously Supported On A 6" Bottoms Shall Be Installed Level. Contractor 29 Project Secondary Pipe 4 Into Sump. Z7�Tank Survey The Finished Tank Elevations, One At Each End Of Tank And Record Same On Murphy Oil UST Installation Install Conduit And Riser For Interstitial Space Monitor Quality Control Form, Sheet F-1. 30 Connection. /8\ Slope Sides Of Tank Hole Or Use Shoring For All Tank Excavations In Accordance With OSHA Construction 31 #8 Braided Or Solid Copper Grounding Conductor Routed In Series Between All Overfill Containers And Grounding Industry Standards 29 CFR Part 1926 Subpart P OSHA Rod. Securely Crimp Connector To Con-ductor With Standards Excavations: Final Rule October 1, 1989. "Hytool" No. MR4C Or MY29. Splices Are Not Permitted Between Grounded Studs And/or Grounding Rod. AChamfer gCorners Corner When Meeting Asphalt Paving Only. Square Paving. "T "O.Z. Where Meeting Concrete & B" Model 3902 Or Gedney" Model G-1000 1/2" A32 d - 1" Heavy Duty Grounding Clamp Or Owner Approved Reinforce Concrete Slab Around Manhole With 4- #5 Rebar Equal. 10 96" In Length. Place Rebar 6" From Sides Of Skirt Box. Minimum 2" Cover. 1/2" Copper Grounding Rod Minimum 10'-0" Long Placed 33 Vertically In Native Soil. AWiring Of Sensors And Probes Are To Be In Separate Conduits From Other Wiring. Wires Must Be Sized "Hylug" Model Y8VAC-L1 1 /4" Crimp Connector Or Owner According To Manufacturer's Specifications. AApproved Equal. ASeal 12 And Plug Unused Openings. 35 t Cap Vapor Recovery Piping At Dispenser End. Do Not Connect To Dispenser Unless Stage II Will Be Required To 18" Bend Radius For Conduit. Minimum 5' Radius Be Operational, Check With Site Engineer. AMinimum 13For Product Piping. 14 Do Not Mound Paving Around This Manhole. 36 The Contractor May Reduce The Clearance Of The Sump For Grading Purposes By Neatly Cutting The Riser To Yield A Minimum Overall Finished Dimension Of No Less ATwo 4" Observation Wells, Depth Shall Be 24" Below Tank. Than 42". 15Use Local Requirements If Greater. Fill Adapter Finished Height To Be 4-1/2" To 5-1/2" Below ATerminateThe 3/4" Conduit From Each Submersible To Building. End With Seal Per NFPA 30A. DO 37 Manhole Rim Elevation. Each -Off NOT USE ANY COUPLINGS OR FLEXIBLE CONDUIT A38Fasten Sump Lid Securely When Installation Is Complete. INSIDE SUMPS. 3/4" Conduit For Electronic Tank Gauge. Loop Conduits Monitoring Wells May Be Restricted In Certain Locales. 39 Consult With County Regulations Before Installation. 17 Between Gauges, Through Junction Box, Seal Off Each Conduit At Both Tank And Building. Do Not Pipe Into Wiring All Entry Boot Fittings Must Be Sealed With Water Trough. DO NOT USE ANY COUPLINGS OR FLEXIBLE AResistant `Sealer Supplied By Owner. CONDUIT INSIDE SUMPS. 41 N/A 3/4" Conduit for Containment Sump Sensors. Loop Conduit 18 Between Containment Sumps, Through Junction Box. Seal The Cable And The Tie WrapShould Come In The Source Off Each Conduit At Both Ends To Inhibit Groundwater 42 Trailer. The Excess CableShouldBe Curled Back Into Inflow. Do Not Pipe Into Wiring Trough. DO NOT USE ANY The Riser Pipe. COUPLINGS OR FLEXIBLE CONDUIT INSIDE SUMPS. 6" Clearance Between Manhole Lid And Top Of AProvide Riser For Tank Gauge. All Penetrations Must Be Perpendicular To Containment 20 Sumps. Double Wall Vent Piping To Be Provided Only If Required By 21 Local Code. 22 Provide 6" Clearance Between Top Of Test Port And Grade. Cut And Position Fill Tube With Angle Away From 23 Submersible Pump. Tank ID. Markers In The Spill Containment Manholes A24Install Around Fill Risers. Manhole Covers Shall Be Primed And d Painted According To The Manhole Painting Schedule Below. MANHOLE PAINTING SC H E D U L E T Y P E O F M A N H O L E M A R K IN G / COLOR Re g u la r U n le a d e d F ill W h ite W /B lack C ro s s U n le a d e d M id -G ra d e F ill B lu e W /W h ite C ro s s S u p e r U n le a d e d F ill R e d W /W h ite C ro s s V a p o r R e c o ve ry O ra n g e O b s e rva do n W e II 3 la c k T ria n g le O n W h ite L id S u b in e rs ib le P u m p s 8 la c k Tank G a u g e B lac k D ie s e I F ill Y e Ilo w I uouaie vvall riper lass 1 uom . i anK Zu,uuu Uai. 2 Double Wall Fiberglass Single Comp. Tank 20,000 Gal. 3 Tank Sump 4 42" Dia. Attached Collar Riser Watertight 5 Hold Down Straps By Tank Manufacturer 6 Galy Coated Turnbuckle, Jaw & Eye Type 1" x 12" 7 Concrete Deadman w/2" Chamfered Edges 8 2 HP Submersible Pump 9 4" Dia. Galy Steel Pipe Schedule 40 _ 10 2" Dia, alv t_eel Pie Schedule 40 11 2" Dia. x 90 Galy. Steel Elbow Schedule 40 2 3" Dia. Galv Steel Pie Schedule 40 13 3" x 90 Dia. Galy Steel Elbow Schedule 40 14 2" Dia. GaIv. Steel Pie Union - Ground Joint 15 2" Swing Check Valve-1756- 544 16 3/4" Flexible Entry Boot. EB-3075 17 2" Flexible Entry Boot FEB-6200 18 2" Geof ex-D Primary Product Pi in -GFP 2200 19 2'Pull Port Ball Valve-213 -20 2 2" Coax Couplin - P -2002 21 2" Coax da ter-CP -2020 22 Test Tube- T-3836 23 4" NPT Pipe Plug 24 0" x 3" Extractor Tee - 421-0030 _ 25 3" Barbed A a ter -FL w/ lamp bfa-3030 26 3" Geoflex-S Primary Product Piping- FP-130OR 27 Mechanical Leak Detector- TP-MLD Diesel) TP- LD -1 28 2" Dia. x 45 GaIv. Steel Schedule 40 29 3/8" Copper Tubing 30 Junction Box CH GUP215 _ 31 3/4" Conduit 32 Liquid Sensor 33 3/4" Seal Off EYD2 34 4" Product Pipe Duct 4" Geoduct-GDP-45001 35 Riser Ca 36 Tank Gauge, VR-847390-107 Mag 1 Probe for 10' Dia Tanl' 37 4" Flexible Entry Boot-GDB-7450 38 18" Round Manhole w/ 10"Skirt-88-1810 39 Intercom 40 4" Tank Monitor Cap/ Adapt. 305XDA-1200 41 5 Gallon Spill Bucket Model #2100 w/ Alum. Cover Drain 42 Manhole Lid for 2100 Bucket Included In 41 43 Ball Float Valve 53VML-0060 44 Vapor Recovery Adapter #1611AV-1620 3" M!' Sta e I Vapor Adaptor 0611 V-30 45 3" Orange Vapor Cap 1711 T-7085 46 Ball Float Extractor Fitting,,#VM 4432 47 Overfill Prevention 61 SO-410C w/ Drop Tube for 10' Dia Te 48 4" Bronze Top Fill Ada tor-724-4040 49 4" Duratuff Top Seal Fill Ca-634TT-7085 50 Drop Tube 51 42' Manhole Skirt Bolt Down-B M-4212 52 8" Mon. Well Manhole w/ WhiteCover-65-8612-WC 53 Observation Well 4"xl5' Slotted PVC Pie _ 54 Rigid Styrofoam Board 55 10' on roundin Rod 56 Cable Clamps, Galvanized 57 1-1/2" Bolt Used For roundin 58 Globe Valve 59Vacuum Gauge 60 Lead - GRN W/ Hold Open 11 B-0100 And Splash Guard 8G-0100 61 Fire Extinguisher - 20 lb w/-Cabinet 62 Unleaded-BLK w/ Hold Open 11 BP-0400 & Splash Guard 8BLO400 3 Swivel 3/ Two -Plane 241 P -0241 64 4' x 11 x 1 T Forme Island 65 1" S.P.A. Shackle 66 Deep Dispenser Sump G180-DF4422 67 2" Coax Tee CTF-2020 68 2" Coax Riser Pipe Adapter CPA-2020 69 2" Dia. x 90 Fiberglass Elbow 70 2" Fiberglass Piping 71 2" Spigot 72 1-1/2" Galvanized Steel Pipe 73 Double Poppet Shear Valve 1 OBF-5725 74 Shear Valve Mounting Plate EF-2020 75 Stabilizer Bar 76 1" SealOff 77 Explosion Proof Junction Box 78 Unistrut 79 1-1 /2" x 1 " Shear Valve 80 2" x 1-1/2" Galy. Reducin Fittin CRA-2015 81 1" Dia. Galy. Steel Pipe Schedule 40 82 2" Dia. x 90 Coax Elbow CEF-2020 83 Typar or Equal Filter Fabric 84 Flex Steel Hose 3/8" x 9' 85 Adaptor Bushing 523A-1003 86 Pressure Vacuum Vent 523V 3100 87 3" Dia x 90 Fiberglass Elbow 88 3" Fiberglass Piping 89 3" Pipe Adapter 90 2" Pipe Adapter 91 3" x 2" Galy. Pipe Reducer 92 24" FSMM 24%3" Male x Male - Wisconsin Onl _ 93 18" FSMF 18"-2" Male x 2" Female - Wisconsin Only 94 Flexible Connector Isolation Jacket - Wisconsin Only 95 8" DMV Pipe - Wisconsin Only 96 8" x 3" Fernco Adapter - Wisconsin Only 97 8" DMV Tee - Wisconsin Only 98 2" Permalock Entry Fitting 99 2" x 2" x 2" GaIv. Tee - Wisconsin Only 100 Breakaway RIC-930- 3/4" 101 40.5" Encore Dispenser 102 Vacuum Assist Nozzle, #11 VAP-0527 W/O Hold Open Cli 103 1" Conduit 104 1" Galy. Riser 105 Pre Fabricated Sling 54" Length WLL 4.8 Tons @45 Deg. 106 3" x 3" x 3" Fiberglass Tee 107 2" Reducing Bushing 108 0" x 2" Extractor Tee V421-0020 109 2" x 2" Extractor Tee V421-2020 110 3" x 3" x 3" Galv. Tee 111 4" x 3" x 3" Double Tapped Bushing 112 3" Double Tapped Ca 113 Reducer Donut To Seal 2" GEA-RRD-4020 114 Reducer Donut To Seal 3" ITR-4535 115 3" Brass Ball Valve Full Port 691-100 116 Siphon Unit 117 1" Flexible Entry Boot FEB-3100 118 Spill Container - 1-2115, 15 Gallon (Optional) 119 3" Brass Ball Valve Full Port 691-100 120 Day Jumper 3/4" x 8" whip Hose 121 1-Foot Inverted Whip Hose GYR-VAPVAC-1 122 Inverted Vapor Recovery Breakaway With Poppet 123 Flex Steel Hose 5/8" x 10' 124 Green Nozzle w/Hold Open 11 B-01-00 125 3" Dia. x 45 Galy. Steel Schedule 40 126 Sump Switch 127 3/32" (3mm) Cable For Interstitial rxes rxes rxes rxes 1 ;2 ;Jy 44 b4 Cnviron 2 26 30 38 Environ 36' 644' 722' 894' Environ 4 4 4 4 —�omar 9 9 1 9 9 Environ 3 3 3 3 Environ 4 4 4 4 Environ 5 5 5 5 /A 1 1 1 1 OPW - - - - Environ - - - - Environ X rouse Hin N/A seder - Rc rouse Hin Environ N/A 'eeder-Ro Environ Universa OPW 'eeder-Rc nive Kiversiae Riverside etroleum Containment Environ Environ A.O. Smith A.O. Smith A.O. Smith N/A OPW Environ _ Environ Crouse Hinds Hubs As Required N/A OPW Environ N/A Environ m 2 1 2 1 - - 0 'I u -12 '110 Kicnaras 3 4 5 6 Gilbarco 8 10 1 12 1 16 1 OPW D 0 0 0 A. V. 5mitn D 5 5 5 A.O. Smith 2 2 2 2 Universal 1 1 1 1 Universal 1 1 1 1 N/A 2 2 2 2 Morrison Brothers 1 1 1 1 Morrison Brothers 7 33 39 49 Environ 4 4 4 4 Environ 1 1 1 1 Jomar - - - - FE Petro 4 5 6 8 Environ ,R AR AR AR OPW 1 1 1 1 1 Morrison Brothers b 'I u 1 .I z 1 10 uooa rear 2 2 2 2 OPW 1 1 1 1 N/A 2 2 2 2 Veed - r-Roc i JPPLIED Owner � J qt; �] N Owner wner �J Q Owner G Owner W' (S� Owner ontractor I� wner N ontractor ontractor ontractor ontractor J n ontractor ontractor Owner Winer Owner Owner Owner Owner .92 Owner wner + 0 Y � � -0 0 ontractor C o 0 wner (D_— u wner co u- 0- o = � w p z o _J Q a w C) Q a- O O J <C Z _ Z Q I— C!) UD rr m n Q << �. C!) 0 u) � o 0.L) o u, cn o -0 < s= cn M.— 0 c' 0 W 0- 0 0 J `° LD .- r j j N Owner wner ontractor ontractor ontractor ontractor Owner 0 } m LU � ontractor Owner Q ; z Q Owner Owner Owner Owner Owner Owner Owner 0 o (6 � w a z LiJ _J = o- ° c� o Owner Owner o Z cn U Owner Owner Owner Owner Owner Owner Owner Owner o N - r- wner Owner ontractor ontractor wner ontractor wner Owner Vwner wner Owner wner Owner Owner Owner Owner 0 00aN, M ©PLO ontractor ontractor Owner Owner Owner Owner Owner ❑ ontractor Owner Owner Owner Owner Owner ° Owner � J Owner Owner ° Owner Owner ❑' Owner Owner Owner Owner Owner ontractor Owner M Owner Q Owner ontractor F O ,ontractor O 00 Owner g Owner O Owner Owner Q C� Owner 00 0 ;ontractor a, Owner ° Owner Owner I� ° Owner (F�) 61 Owner Owner ZD Owner Owner Owner Owner Owner Owner Owner Owner Owner Owner Owner Owner ■R =111111111M U c DISPENSER SIGNAGE DETAIL, SCALE: 1 If= 1 1-0 11 '- BUILDING SIGNAGE DETAILB, . NO SCALE COLUMN SIGNAGE DETAILC! . NO SCALE Of er q 0 m w w 0 n ui NIL U) < W ui w 0 0C) w z Z 7 co (D Lo = 3: n z < rn Q r� Uj co Lo T- z m z > (D U) n -7 UJI z 0 rr — _j n Z n LLJ 0 co < c/) — z <(.) H -i 0 L < n >- T U) -- n 75 n rr co b cl, z oc) n < n )f in O ILO Ca ()D �2 co N so E 10 m Lo cl) All FOR USE AS A MOTOR FUEL ONLY 6" Black Lettering White Background 13" White Lettering � Red Background 13" White Lettering Red Background 5 White Lettering Red Background QO w w 0 6" Red Lettering White Background Note. - See Drawing No. FT-4, YD-1 for Locations and Placement of the Signs on this Page. CG�CG3C�C��1C��' �SN'1M4�OO G�� i� �v+�04C�a 5 n White Lettering �0� Red Background wARr�lk��- I� �`; �I►�I�lwful f01' <111y k�)�I�` 011 �II1Cit�l" tllt� ��1CjE Of 1 G to caif���n�;c� fl�,ln�l�,�ti�l �cluik�n��i��. All cli`k�Cll�illCj sli�ll k�u'�I vl cI kVy (0 cl�l�llifi�d �.1tt!�i�1Ci�Zllt wl,�o .,i���.�ll ------------ 00"� ...... LO 6" Black Lettering White Background 8» Top Lettering Red Bottom Lettering Black � Clear Background R�� pi N0,11IMSTF1,11 I •. so •• e• • • • • • . • • • ... • 6" n Black Lettering U White Background w w 00 I—4 —I Red Arrow White Lettering White Background g» White Lettering Blue Background ®WARNING '1 OWN W oontalners that are In or on vehklc 0 0 &WAYS plaft oontoln" an qmn ee�ep ot In oontazee oontatner while filling. _ "ft ,ice` =1or 2 1 Black Lettering �0OUM o� U �� �EOo Q �o. o ^�o.�� L a -CD CO ``n� 13 vJ Q .n Q r' 0�_U U (B .7(C3 U) L M �. m to =3 0- U 0 L 7 — O White Background 8 White Lettering Green Background [NIS IE zk IN] 0 L IL 5 White Lettering Green Background � 3 W04 �Zo;I � N N 0 Z Q d O z V, < I V) U W >Q �V) a W _QV) 00 a �� Z Zo <Ir !-- :D N N 00 M EXTREMELY IMPORTANT The site contractor is responsible to open and maintain a line of communication with the host store manager. The following steps are necessary. 1. Coordinate and conduct a Pre -Construction Meeting and discuss the location of the work, including any trenches across the lot, the safety and traffic control measures being taken, the daily hours of work, the schedule for construction. 2. Alert the manager in advance of any changes in the above, and any special situations or incidents which may develop. 3. Provide a 24 hours/day-7 days/ week Emergency Contact and Phone Number to the host store manager as well as the Murphy Oil Site Representative SITE PAINTING SCHEDULE Use Sherwin Williams Paints - Colors & Color Codes As follows: ITEMS: COLORS - DIRECT TO METAL: PAINT CODES: Islands Black Gloss Enamel SW No. 617-0203 or B55811 Bumper Poles Safety Red Gloss Enamel SW No. 617-4064 or B55R38 Canopy Columns Colonial Revival Gray Gloss Enamel SW Base No. B55W101 Tint No.2832 I.D. Poles Black Gloss Enamel SW No. 617-0203. or 855811 Area Light Poles Black Gloss Enamel SW No. 617-0203 or 13551311 Vent Poles Colonial Revival Gray Gloss Enamel SW Bose No. B55W101 Tint No.2832 Parking Lot Striping Setfast Acrylic Modified Alkyd VOC Compliant White Yellow TM5612 TM5613 MANHOLES: See Sheet FT-6, Note No. General Notes: N TENT PERSON N construct & maintain a 4' high orange mesh fence around the entire OSHA S COMPE 0-0 �� 1. Contractor to const g INTERVIEW STATMENT L ° (Dperimeter of the site. 0 2 � 0 2. It is incumbent upon the contractor to consider all overhead utilities which might be an '; 2 ° M E h as electrical lines, hone lines, etc. DATE:_TIME: _N__�__ �, obstacle such P and OSHA regulations. 3. All work to be performed in accordance with all state, local, federal CSHO ID REPORT No.: _M.N_N__.__._.__�_ _ j 0 �o- 4. Contractor will be responsible for locating and marking all underground utilities associated _N__N_M_____�__-__�_ N and an damage to these utilities will be replaced at contractors expense. INSPECTION No.: . - � S ' with this property Y 9 5. Install all equipment per manufacturer's specs if different than Murphy. EMPLOYEE; _ 6. Contractor to obtain all permits. ADDRESS: D 70 7. Contractor responsible for all measurements. OCCUPATION: _N_ ____r_-�.�- °' T N 8. Contractor will provide a performance bond for 100% of bid price. Q " - N L o 9. Provide a certificate of insurance (minimum coverage S1,000,000) naming Murphy 011 USA, EMPLOYED FROM: _ ______T0: __N___.__�_ o - Xn Inc. and holding Murphy Oil USA, Inc. harmless. CONFINED SPACE 10. Contractor will supply lien waivers on all subcontractors. trench or excavation meet the definition of confined space? 11. All concrete and landscaping is to be replaced like for like. All wiring shall be replaced Does ___._ If yes, is the competent person (qualified person) trained using new wires. to recognize and evaluate confined space hazards?�N___ 12. State certification number must be attached to your bid. 13. Clean up site daily from all construction and packing debris. (Allow no blowing trash.) 14. N/A 15. Contractor MUST be approved to install Enviroflex piping. ry 16. All changes or additions to this scope of work MUST be approved by the Murphy Field DETAILS: Representative -----���� --�- - U 0 •• � 17. Provide a completed copy of the states new tank installation form after the entire system a _ _ ---Ld - has been tested and certified. f specifying necessar safety � � 18. Take delivery. of, inspect, and store all equipment until installation. Is the competent person capable o Y N O rY 19. Do not sign for and take delivery of any damaged equipment. Notify Murphy and the control measures to assure worker safety?- _M_____M__-o manufacturer immediately. _ --- - p n Q N 20. Coordinate building and canopy installation and delivery of tanks with manufacturer. ' re reading upon tank delivery. Notify tank manufacturer and Murphy Oil immediately -_-- �_N__�-NN �'" Z I 21. Record pressure g p DETAILS: _� N.� --- o Z .�,� If pressure reading changes. Do not install any tank where pressure reading changes. _N_N_ __M _N__MN___ �..- Q U 1 22. Tanks are to be unloaded from delivery truck directly into tank pit by the appropriate size A crane. The approximate tank weight is 10,000 lbs. Q Q 23. Contractor MUST strictly adhere to tank manufacturer's installation procedures; if not, INSPECTIONS contractor will incur all cost of damage tank replacement. 24. Contractor to conduct a state approved tank &line tightness test following installation. Has the competent person conducted daily inspections of the (n (n 25. Murphy will enforce a $1,000.00 per day penalty each day beyond the agreed on finish date. excavation?__ of adjacent structures?_ _of protective p P Y � W � 26. Contractor to supply all equipment other than listed as supplied by Murphy. systems?--- 27. Contractor to provide a storage trailer on site to store equipment. When were the inspections conducted?- = _ Z U i- L, 28. Contractor to provide temporary power, water, restroom & phones during construction. Prior to the start of work?_______.__________ Y j Z a 28. Contractor MUST obtain state wide clean water discharge permit as required by local, As needed throught out the shift? N__r______________ Q ry Q l state and EPA regulations. After rainstorm or hazard increasing occurrence? N _ _ 1k W CL _J o 30. Provide a work schedule with completion date. if yes, DETAILS: ___ �____-.------------- --- U �U 31. Contractor to insure that all equipment is received in good condition -M _NNrMNN_____ �_M�__-- 0 all j with each shipping manifest signed by contractor N M__N_N__�r------ U 32. Fill tanks with water (fill to capacity) for� " ballast " Does the competent person have the authority to remove oa. }' 33. Contractor to notify and coordinate the start up of all equipment (start up of all employees from a hazardous area until proper precautions Q equipment to be conducted by certified manufactures rep.) are token? N_N_._______�_�_..___.�_�____---- O � Q 0-- 34. All islands must be a minimum of 6 above driveway surface LL' 35. Coordinate tank excavation and pouring concrete pad w/ Gen. contractor PROTECTIVE SYSTEM 36. Remove all water from tanks prior to initial fuel delivery Is the excavation less than 5 feet in depth? __If yes, has 37. Furnish and install all electrical conduit to tanks and MPD's 38. Conduct a state approved tank & line tightness test after installation the competent person examined the ground for indications of - o ry 39. Conduct o certified blockage test on Stage II piping. Particulary: A. Dynamic Back Pressure potential cave -in? -- Test. B. Flow Rate Determination Test. C. all additional tests required by State. _ M _ _�_�__�_�_M�____ . N 40. Conduct a certified test on all Stage II systems required for operation. Particulary Has the competent person examined any damaged equipment or S` A. Air / qLi uld Ratio Test. B. Flow Rate Determination Test. C. All additional test required by State. materials used, and evaluated its suitability for continued use? 41. Conduct a tightness test on each containment sump - water tight. ----------- 42. Conduct a tightness test on secondary piping - air tight. Is the employer relying uponappendices A & B to design a 43. Contractor shall stripe parking lot per plans. sloping and shoring system (Option 2), or appendices A & D to van, s tanks as per manufacturer's specifications. and construct a protective system (Option 1)?________ �- 44. Contractor to test fiberglass p P select P Ys 45. Contractor to maintain pressure on all primary and secondary piping untill all asphalt If yes, has the competent person properly classified the soil and concretepaving is complete. using appendix A?__ _ 46. Contractor to submit a copy of all test results to Murphy Oil USA, Inc. What type of soil does the competent person say is in the ® l 47. Contain all construction material runoff or tracking on site (mud). but NOT RELIEVED, it is the general contractor's responsibility excavation? 48. If material is signed for, What visual tests did the competent person perform?____ _ ® o to replace (in kind) at his cost. _ ___ _______N ® 00 � 49. Murphy Oil USA will not be responsible for overnight charges incurred to replace damaged What manual tests did the competent person preform?_ __..__ 9�c1 oo equipment. _ N__.M_ ��1� 50. Contractor is responsible for all equipment on site. ------ --� -'� N 51. Contractor to supply a detailed "As -Installed" dwg. of all lines (electrical, product, water, sewer, etc.) Have any conditions changed since the classification was made? 52. Contractor to witness irrigation, Parking Lot Lights & Host I.D. Sign are all In working k begins. "NOTE ALL PROBLEMS WITH THE STORE MANAGER". Did the competent person choose the proper sloping or benching condition, before work 53. Contractor to ensure all untilitles (power, water, sewer & phones) are installed and configuration from appendix B (or the proper shoring from functioning properly prior to Job completion. appendix D)?______� ------ ---------_---- 54. The general contractor shall fax, a copy of the updated work schedule to Murphy every Thursday. Murphy will return the updated copy to the contractor the following Monday morning. N 55. Contractor shall complete project within 45 days of starting. To meet this completion time table, If no, DETAIL: M M__ .N______ ���_____ 00 the general contractor and crew must be on site every day during the construction period. 56. Contractor to provide a picture log of all key phases of the installation. 57. Contractor to sign and submit a Murphy Quality Control Form upon completion of job. 58. Contractor to provide all requested information needed for Murphy Oil USA, Inc. flies. ADDITIONAL STATEMENTS: 59. The general contractor shall be specifically responsible to provide the following documents: A. Double Wall Tank Installation Checklist. B. Environ Installation Checklist. C. Certificate of Occupancy. D. Waiver of liens for sub -contractors & general contractor. ------- - �__�__ E. Tank & Petroleum Piping Test Results -Certificate of Test Results. WATER CONDITIONS F. State Registration of Underground Storage Tanks. If applicable: Is dewatering equipment being used on site?- G. Site Information Package. H. As -Built Drawings. cc 60. Contractor not to Impede host store business in any way, Commutate with Host Store Manager. If yes, is the competent person monitoring the equipment and 61. Contractor to notify Carol Fisher at (317)706-2858 for installation of ADT system after power is its proper operation?_ _ _ In service. Has the excavation been subjected to heavy rainfall?--__-- _ 62. All changes or additions to this scope of work must be approved by a Murphy Oil USA, Inc. if yes, has the competent person inspected the excavation and C, site rep. complied with precautions of (h)(1) & (h)(2)?_____N_ �.._ o' Critical information needed for Murphy Construction Managers file. 1. Tank disposal certificate RAMPS P Is employer usin a structural ramp?-- If no, ski to next a� 2. Complete manufacturers' tank and line installation check listg P _ ( P ) 3. Complete tank registration form for state Is ramp solely for employee access? _ If yes, was it n p 4. Tank and line test results (required by state) designed by a competent person for safe access & egress?__� u `� Q �r 5. Stage II blockage test results Is ramp used for access and egress of equipment?--- If yes, o a 6. Containment sump and secondary piping test results is the competent person who designed the ramp qualified in 0 7. Back fill compaction test results structural design?______ 0 of all key hoses of installation O 4 8. Picture log Y P I etc. a lu`' 9. As installed drawing of tanks, product lines, vent lines, electrical, LIST QUALIFICATIONS._.M-_M._�_�__M__ �--- oo M 10. Dispenser's model number and serial number o o 11. Provide a list of all subcontractors `-�---�MN�_-��_NM___-M_ � � � � 12. Provide notarized lien wavers for all subcontractors and contractors -- �'�- o 3 13 Certificate of occupancy (CO) from the local Building Department p mmeet desi n qualifications? _ -- O x m V T�� MURPHY OIL USA x 22 -9 VODULAR (ONE RESTROOM) DESIGN F<ITI RA BUILDING USE GROUP CLASSIFICATION....................................................................... B OCCUPANTLOAD....................................................................................................... 3 CONSTRUCTIONTYPE............................................:............................................. IV UNPROTECTED BUILDINGAREA-------------------------------------------------------------------------------------------------------- 156 SQ. FT. GASTYPE--------------------------------------------------------------------------- ---------------------------------------------- NA FIRE RATING OF EXTERIOR WALLS - N/A FLOORLIVE LOAD.................................................................................................... 100 psf 1 ROOFLIVE LOAD....................................................................................................... 30 psf SOILLOAD........................................................................................................................ 2000 psf WIND LOAD (FASTEST MILE) ............................................................... 40.6 PSF 130 MPH _ _....WIND- LOAD -(3- SEC: -.._GUST -.PER ----TABLE- 1606:1-:6:1-) :.____----._._.. --_. 150 MPH__ SEISMICZONE .................................................................................. .......................... 1 WIND LOAD DICTATES U VALUES WALLS..............................................................................................................................076 ROOF............................................................................................................................ .040 FLOOR............................................................................................................................ SLAB ON GRADE SCHEDULE OF DRAWINGS SHEET NUMBER DRAWING DESCRIPTION INDEX CS-1 COVER SHEET FOUNDATION F-1 FOUNDATION PLAN ARCHITECTURAL A-1 FLOOR PLAN & EXTERIOR ELEVATIONS A-2 LONGITUDINAL BUILDING SECTION A-3 j BUILDING CROSS SECTION A-4 COUNTER PLAN ELECTRICAL E-1 ELECTRICAL POWER & LIGHTING PLAN E-2 PANEL SCHEDULES & DETAILS PLUMBING P-1 PLUMBING PLAN MECHANICAL M-1 MECHANICAL PLAN STEEL CONSTRUCTION D-1 FRAMING PLAN DESIGN CODES CODE DESCRIPTION EDITION FLORIDA BUILDING CODES 2001 FLORIDA PLUMBING CODE 2001 FLORIDA MECHANICAL CODE 2001 FIRE PREVENTION CODE 2001 NATIONAL ELECTRIC CODE 1999 ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR HW HOT WATER C� AT HD HUB DRAIN BUILDING LINE LAV. LAVATORY B.S. BUILDING SUPPLIER MS MOP SINK CENTER LINE N.S. NEAR SIDE C/C CENTER TO CENTER O/C ON CENTER C.O. CLEAN OUT 0/0 OUT TO OUT CW COLD WATER SQ. SQUARE ELEV. ELEVATION T.0.1. TOP OF ISLAND F.S. FAR SIDE TP TRAP PRIMER FW FILTERED WATER WW WARM WATER FD FLOOR DRAIN WC WATER CLOSET FS FLOOR SINK WH WATER HEATER FIG. FOOTING WP- - WEATHER PROOF- -- - ------ G.C. GENERAL CONTRACTOR - FURNISHED BY OWNER V VENT HS HAND SINK VTR VENT THROUGH ROOF GRAPHIC SYMBOLS SYMBOLS DESCRIPTION OA OR <ED ITEMS REFERENCED ON SCHEDULES 1 A-1 SECTION NUMBER SECTION CUT SHEET NUMBER C B B A-1 D OR q A ELEVATION NUMBER SHEET NUMBED, ELEVATION (INTERIOR) AN A ELEVATION (ARCHITECTURAL, EXTERIOR) OR Q DETAIL NUMBER Z DETAIL _ ._ .. SHEET NUMBER NOTES 1, THIS BUILDING COMPLIES WITH THE FLORIDA ACCESSIBILITY STANDARDS 2. THIS BUILDING IS UNSPRINKLERED 3. THIS BUILDING SHALL BE LOCATED NO LESS THAN 10'-l" FROM ANY PROPERTY LINE 4. ALL ITEMS REQUIRED THAT ARE NOT WITHIN THE CONFINES OF THE MODULAR BUILDING SHALL BE PROVIDED BY THE OWNER AT THE JOBSITE 5. THE OWNER SHALL POST A SUITABLE PLACARD, SECURELY FASTENED IN PLACE, READILY VISIBLE WITH ALL DESIGN CRITERIA INFORMATION 6. THIS BUILDING SHALL BE ACCESSIBLE BY MEANS OF HANDICAP RAMP TO BE FURNISHED AND INSTALLED BY OTHERS 1601 RINEHART ROAD — SANFORD, FL JOB LOCATION S w n j w G_ z Q J n o- w- o_ 0 w cn w N CD w a _ 0 I w 0 z 0 m Q o C/—) �D LLJ 0 = O Cn LiJ �+ X: N U Ld 0 a o Y � 0C) N co o Q ly- Q N Q w0 z 0 0 00 00 Q Li f o I o m L', ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02-MY-64 MASTER FILE NAME I DRAWN BY DATE J.L.N. 3-26-01 CHECKED BY DATE SCALE REV. DATE NONE DRWG. No. CS 1 SHEET OF 1 1 WORK ORDER No. / r m 13' 2" FOUNDATION PLAN SCL: 1/2" = l'-O" REQUIRED SITE _CONDITIONS: 1.) PROVIDE A DRIVE ACCESSIBLE AREA WITHIN 15'-0" OF THE PERIMETER OF THIS STRUCTURE IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK. 2.) FILL OPEN TANK HOLE AND TRENCHES WITHIN 15-0" OF THE PERIMETER OF THIS STRUCTURE FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL ERECTION IS COMPLETE. IF THERE ARE OPEN TRENCHES OR TANK HOLES, G.C. WILL SUPPLY TELESCOPING BOOM TRUCK. 3.) THE JOB SITE MUST BE GRADED LEVEL WITH NO SWELLS, DITCHES, OR TOPOGRAPHICAL IRREGULARITIES WITHIN 15-0" OF THE PERIMETER OF THIS STRUCTURE. ANY CONCRETE POURED PRIOR TO MADISON'S ARRIVAL MUST HAVE HAD AMPLE TIME TO CURE AND BE ABLE TO SUPPORT THE WEIGHT OF MADISON'S TRAILORS AND CRANES. 4.) THE JOB SITE MUST BE DRY ENOUGH FOR MADISON'S VEHICLES AND PERSONNEL TO PERFORM WORK. IF NECCESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN EXCESSIVELY MUDDY AREAS TO ENSURE ADEQUATE WORKING CONDITIONS. 5.) REMOVE ALL OVERHEAD OBSTRUCTIONS. 6.) FORM, SET, AND POUR FOUNDATIONS PER MADISON'S SITE SPECIFIC APPROVED FOUNDATION PLANS. (NOT PERMIT SET). ALL FORMS SHALL BE REMOVED PRIOR TO MADISON'S ARRIVAL. ALL THREADS SHALL BE FREE FROM DEBRIS AND DUST AND SHALL BE ACCESSIBLE. 7.) SUPPLY AND INSTALL ALL ANCHOR BOLTS WITH NUTS, SET AT PROPER ELEVATION WITH NO MORE THAN 1/4" TOLERANCE. 8.) PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WITHIN 100 FEET OF THE STRUCTURE FOR INSTALLER'S USE. 9.) INSTALL PIPING AND CONDUITS PER MADISON'S SITE SPECIFIC APPROVED FOUNDATION PLANS. (NOT PERMIT SET). 10.) OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL INSPECTIONS. 11.) VERIFY ALL EXISTING CONDITIONS AND DEMINSIONS. ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR MODIFICATIONS. a SURROUNDINC GRADE COMPACTED GRANULAR BACKFILL CROSS SECTION OF BUILDING FOOTINGS AND APRON 1 SCALE: 3/4" = 1'-0" F-1 RFkenvF F'il I FP STRIP W6 X 6 X 1 /4" 6» 3" 3" o I I � I 1'-0" SQUARE FOOTING KEY JOINT TO ADJACENT SLAB B - -- - .. - SCALE: 4" STANDARD ROUND FOOTING OPTIONAL INSTALL FLUSH w WELD PLATE DETAIL SCALE: 1 1/2 = 7 -O' F-1 (8) REQ'D BY G.C. W6X6X FOOTING TOLERANCES NOTE: OVERALL GRADE TOLERANCE ±1/8" C'nD All (M �-nnTINGS. LOCATION TRUENESS ±5" BUILDING FOOTING AND APRON SCALE: 1 1 2 = 1 -0 F-1 _1t11 oz m o O D � Q � o G — LCO w o F--� � 0 o D coo c� O � I N U � f� Z O a I CL o i 0 Y O 0 M Go � 1 d' u) J N u� H o X J Q � 0_ � t0 I N � W Z N cn . 0 coco J Q I L., m IUILDING FLOOR IY BUILDING MANUFACTURER r P SAME DEPTH FOR ROUND OR SQUARE FOOTINGS ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02—MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 2-14-01 CHECKED BY DATE SCALE REV. DATE 1/2" = 1'-0" DRWG. No. F-1 SHEET OF 1 1 WORK ORDER No C A i 3" l'-6" _ I _ 3'-4 3/8" 4'-10" ALL DOORS IDENTIFIED IN THE DOOR SCHEDULE ARE SUPPLIED AND MANUFACTURED BY BUILDING SUPPLIER "MADISON, INC." DOOR SCHEDULE DOOR DF1 DOOR: 3070 X 1 3/4" H.M. WITH 1/4" GRAY TINTED SAFETY GLASS VIEW FRAME: TS 3 X 2 X 11 GA. BY BUILDING SUPPLIER HINGES: 1 1/2 PAIR 4 1/2" X 4 1/2" B.B. BUTT HINGES (N.R.P.) LOCK: BEST LOCK 83T7K CS TUBULAR DEADLOCK (THUMBTURN ON INTERIOR) CLOSER: LCN NO.1461 CLEAR FINISH, PUSH SIDE MOUNT PUSH/PULL: HAGER NO.31G PULL (8") (EXT.) & NO.30S PUSH (3"X12") (INT.) INT. PULL: McMASTER/CARR NO.1645A2 ZINC —PLATED 4 3/16" TUBULAR STEEL PULL (OR EQUAL) FINISH: PAINT DOOR GRAY TO MATCH EXTERIOR DOOR DF2 DOOR: 3070 X 1 3/4" H.M. FRAME: TS 3 X 2 X 11 GA. BY BUILDING SUPPLIER HINGES: 1 1/2 PAIR 4 1/2"X 4 1/2" B.B. BUTT HINGES (N.R.P.) LOCK: BEST LOCK 83TYK CS TUBULAR DEADLOCK (THUMBTURN ON INTERIOR) CLOSER: LCN NO.1461 CLEAR FINISH, PUSH SIDE MOUNT PUSH/PULL: HAGER NO.31G PULL (8') (EXT.) & NO.30S PUSH (3"x12") (INT.) INT. PULL: McMASTER/CARR NO.1645A2 ZINC —PLATED 4 3/16" TUBULAR STEEL PULL (OR EQUAL) FINISH: PAINT DOOR GRAY TO MATCH EXTERIOR STATE LABLE, DATA PLATE & FLOOR PLAN SCL: 1/2" = 1'-0" 23'-2" 3'-4 3/8" I 2'--1 1/4° I 3'-4 3/8" I 3'-8 5/8" B D c 3 RIGHT ELEVATION G SCL: 1/2" = 1'-0" A-1 SHOP NOTE: CAULK ALL JOINTS WITH D.C. NO.795 GREY CAULK. DOOR D1D DOOR: (1) 3'-6" X 7'-4" & (1) 2'-2" X 7'-4" 12 GA. C.R. STEEL" FRAME: TS 3 X 2 X 11 GA. BY BUILDING SUPPLIER HINGES: 3 PAIR — 4 1/2" HALF SURFACE HINGE (HAGER 1173-4) US 26D LOCK: NO. 10 STAINLESS STEEL PAN HEAD SCREWS (3) PER DOOR FINISH: PAINT DOOR GRAY TO MATCH EXTERIOR DOOR DFD DOOR: 3070 X 1 3/4" H.M. FRAME: TS 3 X 2 X 11 GA. BY BUILDING SUPPLIER HINGES: 1 1/2 PAIR 4 1/2" X 4 1/2" B.B. BUTT HINGES (N.R.P.) LOCK: BEST LOCK 83T7K CS TUBU_-AR DEADLOCK (THUMBTURN ON INTERIOR) CLOSER: LCN NO.1461 CLEAR FINISH, PUSH SIDE MOUNT PUSH/PULL: HAGER NO.31G PULL (8") (EXT.) & NO.30S PUSH (3"x12°) (INT.) INT. PULL: McMASTER/CARR NO.1645A2 l'.INC—PLATED 4 3/16" TUBULAR STEEL PULL (OR EQUAL) FINISH: PAINT DOOR GRAY TO MATCF EXTERIOR INC. hF I/ ➢YF RECEPTACLES EMERGENCY SI DOWN SWITCH. FROST PROD HOSE BIBB 3" 1 1 7" 7'-4„ 5'-6" FRONT ELEVATION A SCL: 1/2" = 1'—O" A-1 7" 1 I 3" 3/4" X 1 1/2" CLEAR ANODIZED ALUMINUM SASH SPEAKER HOLE WITH SCREEN STAINLESS STEEL SHELF W/ DEAL TRAY 23'-2" it 8'—Y I I FP1 SECURITY LIGHT FIXTURE A 3x2 CORRUGATED N I DOWNSPOUT OVERFLOW PAINT TO MATCH WALLS (SW2832) O N I DO GFI/WP RECEPTACLES 0 I I I I LEFT ELEVATION D SCL: 1/2" = 1'-0" A-1 2'-3" REAR ELEVATION SCL: 1/2" = l'—O" A-1 �— ROOF N /— METER & SERVICE BY G.C. 3 X 2 CORRUGATED DOWNSPOUT (PAINT TO MATCH WALLS) 11 w z � z o am� � w � Q � O � LLJ x LLJ �— CD X CL N O �I O U (� --j LL o 0 U of a �2 z O Y O co 00 I 0 J N �^1 I- 6� X � Q O Q O � cfl � I ¢ d- � N � N W Z oo O O 00 00 Q ® C:� O J O m r w T ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02_` NW-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 4-9-01 CHECKED BY DATE SCALE REV. DATE 1/2 11= 1 1-01, DRWG. No. A-] SHEET OF 1 4 WORK ORDER No 20 GA. GALV TOP CAI I)T("C NO. 8 X 3/4" MOD. TRUSS HD. TYP. 2'-0 O/C (TOUCH-UP PAINT TO MATCH) r m \—L6X2XS/16 BUILDING SECTION 1 SCALE: 1 1/2" = 1'-O" A-1 NOTE: LIGHT FIXTURES TO BE SUPPORTED FROM 1 1/2" X 1" CELING ANGLE AT ALL FOUR CORNERS FIXTURES NOT TO BE SUPPORTED BY CELING GRID 1 1/2" X 1" ANGLE FOR BRACING -----11 FIXTURE TO CELING ANGLE 1' X 4 LIGHT FIXTURE Z O D_ w a � o m cf) < Q o z O o U � �- 0-) W V (:D �I N X N � Z o a 0 o � d � o J 2� d r O 00 co r� IV) N X I . O O ¢ O w rn J =D CD < <c V) `r N i N w � Z ,- Orn LC) CKD 0 CD (D O CD co V) 4J ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE --_.-----_—__—_—_ NO.35677 I. . ITEM No. - 02—MY-64 MASTER FILE NAME 0 DRAWN BY DATE J.L.N. 5-7-01 CHECKED BY DATE SCALE REV. DATE 1 SUSPENDED I CEILING —� DRWG. No. A-2 LIGHT FIXTURE BRACING DETAIL ; SHEET 2 OF 4 SCALE: N.T.S. I / WORK ORDER No. L3X2X3/16 STEEL DOOR HEADER I 12 GA. FULL HEIGHT HINGED DOORS PAINT TO MATCH EXTERIOR WALLS 1/2" X 4" ALUMINUM THRESHOLD 20 GA. DECK PANS 7/1 (IA rlAI if 7'— 4" MEMBERS BUILDING SECTION 2 SCALE: 1 1/2" = 1'—O" A-1 ROGER S. LINGERFELT, RE. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02—MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 5-7-01 i CHECKED BY DATE SCALE REV. DATE DRWG. No. A-3 SHEET OF O 4 WORK ORDER No. - -- - - i ---- m N W, V 1'-7„ COUNTER PLAN SCL: 1" = l'-O" COUNTER PLAN SCL: 1" = l'-O" SAFE BY OWNER 2'-2° 4'-6" BOTTOM SHELF ELEVATION SCL: 1" = 1'-O" 4 1SH5 14 GA. S.S. SHELF 1SH6 14 GA. S.S. GUSSET 6'-8" ELEVATION SCL: 1 " = 1'-0" 4 TRANSACTION DRAWER "QUIKSERV" #QST-1019—S N SECTION 2 SCL: 1" = l'-O" A-4 SECTION 1 SCL: 1" = 1'-0- A-4 f ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02=U-64 MASTER FILE NAME DRAWN BY _ DATE J.L.N. 4-13-01 CHECKED BY DATE SCALE REV. DATE DRWG. No. A-4 'I SHEET OF 4 4 C WORK ORDER No. N W, V 1'-7„ COUNTER PLAN SCL: 1" = l'-O" COUNTER PLAN SCL: 1" = l'-O" SAFE BY OWNER 2'-2° 4'-6" BOTTOM SHELF ELEVATION SCL: 1" = 1'-O" 4 1SH5 14 GA. S.S. SHELF 1SH6 14 GA. S.S. GUSSET 6'-8" ELEVATION SCL: 1 " = 1'-0" 4 TRANSACTION DRAWER "QUIKSERV" #QST-1019—S N SECTION 2 SCL: 1" = l'-O" A-4 SECTION 1 SCL: 1" = 1'-0- A-4 f ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02=U-64 MASTER FILE NAME DRAWN BY _ DATE J.L.N. 4-13-01 CHECKED BY DATE SCALE REV. DATE DRWG. No. A-4 'I SHEET OF 4 4 C WORK ORDER No. EQUIPMENT SCHEDULE MARK DESCRIPTION 0 LITHONIA NO.GT 240 Al2 120 ES FIXTURE W/ E.S. BALLAST ® L.S.I. NO.EG--WB-175-MH-PG-12OV-BRZ-PCE W/ PHOTOCELL © BROAN NO.676 EXHAUST FAN WITH 4" DUCT (110 CFM) AMERICAN DRYER SUPRA SERIES #SP1 (WHITE) 2'-3" ( 2'-3" 1'-4" VEAR ELEVATION CALE: 1 /2" = 1'-0" C ELECTRICAL POWER PLAN SCALE. 1/2" = QUANTITY 4 1 1 1 f>f"lAIAIIK10(' FnD U \/ A 1 IKIF_nRkAATInN FLUSH MT. EMERGENCY SHUT—OFF SWITCH I. OUTLETS BE INSTALLED MADISON FINISHED FLOOR -NCY SHUTDOWN BY B.S. ;NAGE BY OTHERS A-37 G.F.I. W.P. +24 P- A-A33 E-1 G.F.I. W.P. +24" A-39 G.F.I. W.P: +24" ZGENCY SHUTDOWN BY B.S. SIGNAGE BY OTHERS B LEFT ELEVATION SCALE. 1/2" = 1'-0" ELECTRICAL NOTES OR THWN INSTALLED IN EMT CONDUIT PER 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A FAULT CURRENT EQUSTUDY IF IN 1. ALL WIRING TO BE COPPER TYPE THHN REQUIRED BY LOCAL AUTHORITIES. INTERRUPTING RATING OF SERVICE THE NATIONAL ELECTRICAL CODE. THIS BUILDING IS 10,000 I.C.S.A. GENERAL CONTRACTOR SHALL COORDINATE WITH 2. SITE ELECTRICIAN IS RESPONSIBLE FOR MOUNTING CT, METER, AND MAKING FINAL LOCAL UTILITY COMPANY AND DETERMINE AVAILABLE FAULT CURRENT AND SUPPLY A ELECTRICAL CONNECTION OF SERVICE TO BUILDING PANEL. REMOTE MAIN SWITCH WITH CURRENT LIMITING FUSES SHALL BE PROVIDED AND 3. SITE ELECTRICIAN TO MAKE PRIMARY GROUNDING TO BUILDING WATER PIPING PER INSTALLED IF NECESSARY TO LOWER FAULT CURRENT TO COMPATIBLE LEVEL. N.E.C. ARTICLE 250-81 (a). 7. ELECTRICAL CIRCUITRY FOR STORAGE TYPE WATER HEATER SHALL NOT BE ENERGIZED 4. EMT CONDUIT SHALL BE INSTALLED IN BUILDI NGAS A COMPLETE SYSTEM AND BE UNTIL UNIT HAS BEEN FILLED WITH WATER. BUILDING ELECTRICAL CONTRACTOR SHALL , SECURELY FASTENED IN PLACE TO STUDS, OR BLOCKING AT LEAST EVERY 10'-0" IDENTIFY BREAKER POWERING WATER HEATER. THIS DOES NOT APPLY TO AND WITHIN 3'-0" OF EAC-I OUTLET BOX, J-BOX, OR FITTING. INSTANTANEOUS TYPE WATER HEATERS. 5. ALL OUTLETS TO BE LOCAZED AT 18 1/2" A.F.F. (U.N.O.) O CONNECTION TO MAIN ELECTRICAL SERVICE (BY OTHERS) (] LIGHTING 8c CEILING PLAN SCALE: 1/2" = 1' C 8. AFTER CONDUIT WORK IS COMPLETE, THE G.C. SHALL BACKFILL WITH CLEAN, GRANULAR MATERIAL AND FINISH THE CHASE FLUSH WITH THE FLOOR USING 1 1/2" NON -SHRINK GROUT. L O 0- 0-- C.) N w w Q 0 CD Q� II, o J C—) 0 m z I. = O 00 > L0 � � W %-+ I O � Q X U N U J I 0 � W z w O � a V O J O� d O 00 o co OCN (¢/) N t- _' o Q Q O 01- . O¢c 0- l N N O� � N W Z O O� Oco 4 o Cl 0 J O m r v7 ITEM No. 02—MY-64 nnaSTFR FILE NAME BY UAIL [DRAWN J.L.N. 1-1 1-02.FIECKED BY DATE SCALE REV. DATE 1/2" DRNG. No. E 1 SHEET OF 1 2 WORK ORDER No. m� PANEL: "A" _ 120/240V - 1 PHASE, 3W, 42 CIRCUIT FURNISHED AND INSTALLED BY BLDG. FABRICATOR EST. TOTAL DEMAND: 70.9 KW SO. D NO.042MS400 - PK27GTA ALL BRANCHES: 20 / 1 OR AS NOTED MAIN CIRCUIT BREAKER TOP FEED, FLUSH MOUNT MCB RATING: 400 AMP DESCRIPTION WATTS WIRE SIZE CCT. NO. A CCi. NO. WIRE SIZE WATTS DESCRIPTION 2 12 900 RECEPTACLES RECEPTACLES 1440 12 1U20 INTERIOR BUILDING LIGHTS & FAN 460 12 34 -- --- SPACE E.S.O. CONTROLS 180 12 56 12 175 EXTERIOR LIGHT H. V. A. C. UNIT (ON ROOF) 3840 8 7 M202 8 12 800 RECEPTACLES 3840 8 910 -- - - - SPACE INSTANTANEOUS TANKLESS WATER HEATER 1500 12 11 12 12 1500 INSTANTANEOUS TANKLESS WATET HEATER (OPTIONAL 2nd RR)SPACE 1500 12 1314 12 1500 ----- 1516 -- --- SPACE - PANEL 'B' SUB -FEED 8640 3 17 2 100 ff 18 -- --- SPACE 5040 3 19 12 500 RECEPTACLE HAND DRYER 1725 12 21 F22 -- --- SPACE SPACE --- -- 23 24 -- --- SPACE PANEL 'C' SUB -FEED 10840 3 25 100 / 2 26 12 1200 VENDING MACHINE 10308 3 27. 28 -- --- SPACE SPACE - - - -- 29 15 / 1 30 12 200 * SITE CONTROLLER P.O.S. EQUIPMENT 1120 12 31 15 / 1 32 12 500 * CARD READER VENDING MACHINE 1200 12 33 34 12 1200 VENDING MACHINE SPACE --- -- 35 36 -- --- SPACE VENDING MACHINE 1200 37 15 / 1 38 12 200 LEAK DETECTOR VENDING MACHINE 1200 F12 39 40 12 800 INTERCOM SPACE --- 41 42 12 180', SAFE CONNECTED LOAD + 25% OF CONTINUOUS TOTAL CONNECTED LOAD LOAD = 0 0 = A 34,562 C 36,303 70,865 WATTS WATTS WATTS 70,865 / 240 = 295.3 AMPS CALCULATED LOAD - DENOTES BREAKERS FURNISHED AND INSTALLED BY G.C. ALL OTHER BREAKERS PROVIDED BY B.E.C. PANEL: "B" 120/240V - 1 PHASE, 3W, 30 CIRCUIT FURNISHED AND INSTALLED BY BLDG. FABRICATOR EST. TOTAL DEMAND: 14.3 Kw SQ. D NO.QO13OL15OG - PK15GTA ALL BRANCHES: 20 / 1 OR AS NOTED MAIN LUGS ONLY TOP FEED, FLUSH MOUNT BUSSING: 150 AMP DESCRIPTION WATTS WIRE SIZE CCT: NO. A C 20 / 2 CCT. NO. WIRE SIZE WATTS DESCRIPTION 2 8 1260 1 1/2 HP PRODUCT PUMP DISPENSERS NO.1 AND 2 (SWITCHED NEUTRAL) 900 8 1 -- 8 3 S/ N 4 8 1260 DISPENSERS N0.3 AND 4 (SWITCHED NEUTRAL) 900 8 5 �20/ 20 / 2 6 8 1260 1 1/2 HP PRODUCT PUMP -- 8 7 S/ N 8 8 1260 DISPENSERS NO.5 AND 6 (SWITCHED NEUTRAL) 900 8 9 10 8 1260 1 1/2 HP PRODUCT PUMP -- 8 11 S / N 12 8 1260 DISPENSERS NO] AND 8 (SWITCHED NEUTRAL) 900 8 13 20 / 2 14 8 1260 1 1/2 HP PRODUCT PUMP -- 8 15 S / N 16 8 1260 SPACE -- -- 17 18 -- -- SPACE SPACE -- -- 19 20 -- -- SPACE SPACE -- -- 21 22 -- -- SPACE SPACE -- -- 23 24 -- -- SPACE SPACE -- -- 25 26 -- -- SPACE SPACE -- -- 27 28 -- -- SPACE SPACE -- -- 29 30 -- -- SPACE CONNECTED LOAD = 0 A 8,640 C 5,040 TOTAL CONNECTED LOAD = 13,680 WATTS WATTS WATTS CONNEC25� CONTINUOUS LOAD LOAD 25% LARGEST LOAD SERVICE BASED = = ON = ATTS 13,680 WATTS 630 WATTS 14,310 WATTS 14,310 / 240 = 59.6 AMPS CALCULATED LOAD PANEL: "C" 120/240V - 1 PHASE, 3W, 24 CIRCUIT FURNISHED AND INSTALLED BY BLDG. FABRICATOR EST. TOTAL DEMAND: 8.7 Kw SQ. D NO.QO124L125G ALL BRANCHES: 20 / 1 OR AS NOTED MAIN LUGS ONLY TOP FEED, FLUSH MOUNT BUSSING: 125 AMP WATTS WIRE SIZE CCT. NO. A C 30 / 1 CCT. N0. WIRE SIZE WATTS DESCRIPTION DESCRIPTION 2 8 2640 * DUO -SERVE VAC/AIR PRICE SIGNS 1620 10 1 *NEON LOGO SIGNS 528 12 3 4 12 180 * PAY PHONE LIGHTS SPACE --- -- 5 6 -- --- SPACE • CANOPY FASCIA LIGHTS 1600 10 7 8 -- --- SPACE SPACE --- -- 9 10 -- --- SPACE • CANOPY DOWNLIGHTS (6 - 400W SMH) 1200 12 11 20 / 2 12 -- --- SPACE 1200 12 13 14 -- --- SPACE • CANOPY DOWNLIGHTS (6 - 400W SMH) 1200 10 15 20 / 2 16 -- --- SPACE 1200 10 17 18 -- --- SPACE • CANOPY DOWNUGHTS (4 - 400VV SMH) 800 10 19 20 / 2 20 -- --- SPACE 800 10 21 22 -- --- SPACE • CANOPY FASCIA LIGHTS 1600 10 23 24 -- --- SPACE CONNECTED LOAD + 25% OF CONTINUOUS TOTAL CONNECTED LOAD LOAD = 0 0 = A 6,800 C 1,910 8,710 WATTS WATTS WATTS 8,710 / 240 = 36.29 AMPS CALCULATED LOAD - DENOTES BREAKERS FURNISHED AND INSTALLED BY G.C. ALL OTHER BREAKERS PROVIDED BY B.E.C. NOTE: 1. THE PANEL AND WIRING WILL BE PROVIDED BY THE BUILDING MANUFACTURER AS PART OF THE BUILDING. THE SITE CONTRACTOR WILL PROVIDE ALL BREAKERS AND WIRING FOR FIELD DISTRIBUTION. A TYPEWRITTEN DIAGRAM OF THE PANEL LAYOUT SHALL BE PROVIDED BY THE SITE CONTRACTOR. 120 VOLT POWER SUPPLY (A-5) I L Q EMERGENCY RESET MOUNTED NEXT TO ESO IN CASHIER AREA O C EMERGENCY STOP MOUNTED ON RIGHT SIDE OF BUILDING O U EMERGENCY STOP MOUNTED ON WALL IN CASHIER AREA IN THE BUILDING CUTLER -HAMMER COMPONENTS: NO. 10250T4 - (4) SWITCH EMERGENCY NO. 10250T1 - 4 CONTACT STOP MOUNTED NO. 10250TJ63 - (3) EMERGENCY STOP BUTTON ON LEFT SIDE NO. 10250-FJ61 - (1) RESET BUTTON OF BUILDING IN FLUSH MOUNTED ENCLOSURE NOTE: IF REQUIRED TO INSTALL AN ADDITIONAL STOP, THE G.C. SHALL CONNECT THE NEW STOP IN PARALLEL WITH THE ONE MOUNTED INSIDE THE BUILDING. EMERGENCY SHUT -DOWN CIRCUITRY NOT TO SCALE NOTE: PANEL 'B', 150 AMP RECEPTACLES AND PHONE JACKS LOCATED AT M.L.O. BY MADISON +22 1/2" A.F.F. UNLESS NOTED OTHERWISE. SWITCHES LOCATED AT +48" A.F.F. UNLESS 3 POLE MECHANICALLY HELD NOTED OTHERWISE. CONTACTOR TO BREAK NEUTRAL FOR EMS II fl 00 2" PVC CONDUIT UNDER FLOOR BY MADISON B WALL�2�- ALHTION SC1'-D" PANEL 'A', 400 AMP M.C.B. SUPPLIED BY / MADISON I I f I I I EMERGENCY I I I I I IQ SHUT-OFF l l I I I I EMERGENCY I I I I I I SHUT-OFF I I I I L__ J RESET I I L -- o I m II A-8 I I +48" I II I------- it 3 6," X 3'-7" I co 00 WIRE TROUGH SUPPLIED BY G.C. PANEL 'C' 100 AMP M.L.O. SUPPLIED BY MADISON SEAL -OFFS (BY OTHERS BLOCK E ELECTRIC METER (BY OTHERS) 2" RIGID COUPLING FROM OFFSET NIPPLE TO ALL THREAD BY B.E.C. WALL LLLVHIIUIN SCALE: 1 /2" = 1'-0" 2" OFFSET NIPPLE, 1-2 1/2 LOCKNUTS AND BUSHING BY B.E.C. ELECTRICAL LOAD CENTER Fn BY B.E.C. 1" TWO (2) 2" ALL -THREAD NIPPLES STUBBED THROUGH WALL BY B.E.C. FOR CONNECTION BY OTHERS TO ELECTRICAL METER CONDUIT STUB-THRU DETAIL SCALE: NONE BUILDING EXTERIOR (ALL ITEMS SHOWN BELOW FURN. AND INST'D. BY G.C) METER —� BY G.C. UNDERGROUND ELEC. SERVICE FOR 120-240v. 10, 3W BY OTHERS. CT' S BY G.C. BUILDING INTERIOR FUSED DISCONNECT ON — ROOF FOR H.V.A.C. UNIT L 3/4" C. (2) NO.8, —CD NO.10 GND L PARALLEL WITH: (3) 3/0 AWG (1) NO.4 AWG (GND) IN EACH GROUND PER NEC ARTICLE = 250. SIZED PER NEC BY SITE ENGINEER. PANEL PANEL 100A „A„ „B„ 3 P 400A 100A CONT MCB MLO z 0 a c� w w 0 w a 0 C� � z �- �_ J m W 0 0 u� O O w LO U W �X z < N F U [` Z 0 ° 0a o DO CO I �o� N N � o� u / x 4 O o; � I V-) N L.J z p� 0 0 a O a o m Mi w PANEL „c„ 100A ITEM No. ti MLO 02-MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 1 -1 1 -02 CHECKED BY DATE (3) NO.3 AWG, (1) NO.8 AWG (GND) SCALE REV. DATE (3) NO.3 AWG, (1) NO.8 AWG (GND) 1/2" = V-0" DRWG. No. C 1 EI N E DIAGRAM E-2 SHEET OF I SCALE: N.T.S. 2 ? WORK ORDER No. i PLUMBING PLAN SCL: 1/2" = 1'-0" FURNISHED AND INSTALLED BY BUILDING SUPPLIER MARK RESTROOM ACCESSORY SCHEDULE 01 MOORE NO.L-67 SOAP DISPENSER 20 BOBRICK B-165 18" X 36" MIRROR O BOBRICK B-6806 X 36" LONG 1 1/2" DIA. GRAB BAR 0 -BOBRICK B-6806 X 42" LONG 1 1/2" DIA. GRAB BAR - - 05 BOBRICK B-685 TOILET PAPER DISPENSER O AMERICAN DRYER SUPRA SERIES #SP1 (WHITE) S-6 1/2" o 20 GA. W.A. EMBOSSED i� PLUMBING COVER 5PC1 00w lwa,IRTl LIX1 5L1 RESTROOM ELEVATION SCALE: 1/2" = 1'-O P-1 INSULATE EXPO`. LINE ANC 3" VTR COVER - HOSE CW O t'-3" O HOSE BIBB 2'-6" RESTROOM ELEVATION B SCALE: 1/2° = 1'-O" P-1 'A. tNU I At' 5EC1 C.W. SUPPLY FROM MAIN 00 CV TO SANITARY SEWER 4" 0 C.O. BY G.C. VENT BY B.M. (AS NECESSARY) FURNISHED AND INSTALLED BY BUILDING SUPPLIER MARK PI UMBING FIXTURE SCHEDULE 0 WATER CLOSET- KOHLER NO.K-3544 HIGHLINE LITE PC, 1.5 GAL/FLUSH, 17 1/2" HIGH BOWL W/OPEN FRONT SEAT. © LAVATORY- KOHLER NOA-2030 GREENWICH 20 3/4" X 18 1/4", WHITE WALL MOUNT, GRID DRAIN, 8" CENTERS. FAUCET NO.K-7443-5E TRITON, WRISTBLADE LEVER HANDLES. © WATER HEATER- CHRONOMITE MODEL S-30L INSTANT TANKLESS WATER HEATER, 220-240V., 13 AMP., 3kw. 0 FLOOR DRAIN- WADE NO.1103-STD5-NH-6 3" FLOOR DRAIN O HOSE BIBB- ARROWHEAD BRASS PRODUCTS INC. NO.455 BFP 3/4" FREEZEPROOF WITH VACUUM BREAKER-BACKFLOW PREVENTER P.P.P. INC. # PR-500 TRAP PRIMER 3 1/2" CONCRETE FLOOR DRAIN NOTE ALL PLUMBING BELOW THE BUILDING FRAME -_..TO...BE - FURNISHED_ -AND__- INSTALLED BY G.C. FIELD HOOK-UP DETAIL RESTROOM ELEVATION SCALE: 1/2" = V -O" P-1 a BOTTOM OF BLDG. FRAME 1 2. 3. 4. 5. 6. 7. 8. 9. 2' IjrNf G �. I � � PLUMBING RISER DIAGRAM SCALE: N.T.S. GENERAL PLUMBING NOTES BUILDING SUPPLIER SHALL FURNISH AND INSTALL ALL FIXTURES AND MATERIALS NECESSARY FOR THE COMPLETE PLUMBING SYSTEM WITHIN THE CONFINES OF THE MODULAR BUILDING IN ACCORDANCE WITH THE PREVAILING CODE. GENERAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO BUILDING DRAINS AS REQUIRED BY STATE AND LOCAL CODES. ADD INSULATION -TO HW LINE & P-TRAP AT LAVATORIES WHERE EXPOSED PIPING EXISTS. WASTE AND VENT SYSTEM SHALL BE SCHEDULE 40 PVC. WATER LINES BELOW FLOOR SHALL BE TYPE 'K' SOFT DRAWN COPPER WITH NO FITTINGS AND WRAPPED WITH 3/8" ARMAFLEX INSULATION UP THROUGH CONCRETE. WATER LINES ABOVE FLOOR SHALL BE TYPE 'L' HARD DRAWN COPPER WITH WROT COPPER FITTINGS AND LEAD FREE SOLDER. ALL FIXTURE SUPPLY PIPING TO HAVE 12" AIR CHAMBERS AND SHUT-OFF VALVES. WATER HEATER T & P VALVES TO BE PIPED FULL SIZE TO FLOOR DRAIN. HOLD 2" AIR GAP. GENERAL CONTRACTOR TO OBTAIN PERMIT AND SECURE LOCAL INSPECTIONS AND APPROVALS ON ALL PLUMBING WORK DONE ON -SITE WATER SUPPLY SCHEMATIC SCALE: N.T.S. HOT WATER COLD WATER — TRAP PRIMER Z O 0 W 0 0 � z � o CD Q Q n v 0 Z Ln m N � x N W f� z 0 O (L Q, V o J z 0 00 Y 00 I 0 J (N COco rn x o O� ( O� v) N N W z p2 (7' o O DO DO Q o OF 0 J C) W ITEM No. 02`=_/Y-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 1-1 1-02 CHECKED BY DATE SCALE REV. DATE 1/2" = 1'-0" DRWO. No. p 1 �r SHEET OF / WORK ORDER No. � ': I JUN 1 12002 -----rrrrrrrrr rr -rrrj- / Y c z UNIT /A" pvr FITTINICC TYPICAL CONDENSATE DRAIN PIPING A 3/4" FEMALE NPT CONDENSATE DRAIN CONNECTION IS PROVIDED ON THE END OF THE UNIT (SEE PLAN FOR LOCATION). PROVIDE A TRAP AND FILL IT WITH WATER BEFORE STARTING THE UNIT TO AVOID AIR FROM BEING DRAWN THROUGH. FOLLOW LOCAL CODES AND STANDARD PIPING PRACTICES WHEN RUNNING THE DRAIN LINE. PITCH THE LINE DOWNWARD, AWAY FROM THE UNIT, AND AVOID LONG HORIZONTAL RUNS. H.V.A.C. UNIT SUPPLIED BY MADISON NOTE: DO NOT USE REDUCING FITTINGS IN THE DRAIN LINES. THE CONDENSATE DRAIN MUST BE: — MADE OF 3/4" PIPE SIZE — PITCHED 1/4" PER FOOT TO PROVIDE FREE DRAINAGE TO CONVENIENT DRAIN SYSTEM. — TRAPPED. — MUST NOT BE CONNECTED TO CLOSED DRAIN SYSTEM. SUSPENDED CEILING RETURN AIR GRILL W/HINGED FRAME "Ili I I L I ! 1 I I 24" X 24" GRILLE W/ 8" DIFFUSER SECTION � SCL: N.T.S. M-1 ROOF CURB SUPPLY AIR 24" X 24" GRILLE W/ 8" DIFFUSER TABLE M-1 DUCT CONSTRUCTION MINIMUM SHEET METAL GAGES RECTANGULAR DUCTS MAXIMUM SIDE (INCHES) (MINIMUM GALVANIZED STEEL SHEET GAGE) ALUMINUM (MINIMUM B&S GAGE) THROUGH 12 13 THROUGH 30 31 THROUGH 54 55 THROUGH 84 OVER 84 26 24 22 20 18 (0.022 in.) (0.028 in.) (0.034 in.) (0.040 in.) (0.052 in.) 24 (0.020 22 (0.025 20 (0.032 18 (0.040 16 (0.051 in.) in.) in.) in.) in.) ROUND DUCTS STEEL DIAMETER (MINIMUM GALVANIZED SHEET GAGE) (INCHES) SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT FITTINGS THROUGH 12 13 THROUGH 18 19 THROUGH 28 29 THROUGH 36 37 THROUGH 52 28 (0.019 26 (0.022 24 (0.028 22 (0.034 20 (0.040 in.) in.) in.) in.) in.) 26 (0.022 24 (0.028 22 (0.034 20 (0.040 18 (0.052 in.) in.) in.) in.) in.) 26 24 22 20 18 (0.022 (0.028 (0.034 (0.040 (0.052 in.) in.) in.) in.) in.) H.V.A.C. NOTES 1. BUILDING SUPPLIER SHALL FURNISH AND INSTALL DUCT WORK, AIR DEVICES AND ROOF CURB PER THIS DRAWING. 2. ALL DUCT WORK TO BE SHOP INSTALLED AND SHALL BE EXTERNALLY INSULATED WITH 1 1 /2" THICK, VINYL FACED, FIBERGLASS INSULATION 3. BUILDING SUPPLIER SHALL FURNISH AND SET IN PLACE THE ROOF MOUNTED H.V.A.C. UNIT. 4. GENERAL CONTRACTOR SHALL OBTAIN PERMIT AND SECURE LOCAL INSPECTIONS AND APPROVALS ON ALL H.V.A.C. WORK, DONE AT JOB SITE. 5. GENERAL CONTRACTOR SHALL START UP AND WARRANTY THE H.V.A.C. UNIT. 6. METAL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL WITH A MINIMUM THICKNESS AS SPECIFIED IN TABLE M-1. THE DUCT CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARD, LATEST EDITION. VENTILATION SCHEDULE MARK DESCRIPTION FURN. & .INST'D. BY BUILDING SUPPLIER, UNLESS NOTED OTHERWISE QUANTITY �A AIR -MATE NO. 705-10 24" X 24" GRILL W/ 10" DIFFUSER AND ADJUSTABLE DAMPER 1 ® AIR —MATE NO.705-8 24" X 24" GRILL W/ 8" DIFFUSER AND ADJUSTABLE DAMPER 1 © AIR —MATE NO.705-6 24" X 24" GRILL W/ 6" DIFFUSER AND ADJUSTABLE DAMPER 1 O AIR —MATE NO. TB-170—FF RETURN AIR GRILL W/ HINGED FRAME 2 BROAN NO.676 EXHAUST FAN WITH 4" DUCT (110 CFM) 1 TRANE MODEL No. TCCO18FI00B — 26,200 BTUFI — PACKAGE AIR 1 CONDITIONER WITH No. BAYHTRN108A SUPPLEMENTARY HEA:F AND No. BAYSPEK047 SINGLE POWER ENTRY KIT. USE No. BAYSTAT305 HEAT / COOL THERMOSTAT AND No.BAY—DMPR 040 MANUAL FRESH AIR HOOD KIT. HOOD TO BE SET FOR 10% FRESH AIR INTAKE. UNIT TO BE PAINTED COLONIAL REVIVAL GRAY TO MATCH BUILDING EXTERIOR. START-UP AND TEST IN SHOP PRIOR TO SHIPPING. m 0 F=- U (n W G W o � z o � m � Q C� o n Ln U �. CD I = N ' X I N I-- W z O O U O a � z�o 00 Y CO I Do� (¢ N J 00 u� oQ O W 2 M V) � N W 00 z oCF) 0 > LO 00 o ■� CD 0 0 m LJ ti ITEM No. 02-MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 6-25-0'I CHECKED BY DATE SCALE REV. DATE DRWG. No. m 1 SHEET 1 OF 1 WORK ORDER No. 5'-3" 2" 9' 9" 2» 4'-6" 4'-3" 4'-6" 4'-6" 4'-6" 8'-7 1/4' 6'-6 3/4" A 3 D-2 15'-2„ FLOOR FRAMING PLAN SCL: 1/2" = l'-O ROOF FRAMING PLAN SCL: 1/2" = l'-D" 3" (MII 005SA) L 2 1/2 X 2 1/2 X 3/16 (TYP. AT CORNERS) TS3X3X3/16 (TYP. U.N.) (h) X 2 1/2 X 3/16 CORNERS) 05SA) DETAIL 2 TS3X2 X 11 GA. I I CONCRETE (s) I I FINISHED FLOOR i I 3/16" W4 CS 1/4" SECTION 1 SCL: 1 1/2" = 1' D-1 IS3X2X11GA. (s) SECTION 4 SCL: 1 1/2" = 1' D-1 N 7 1 14" (h) IS 3 X 3 X .3/16 I CONCRETE I I FINISHED FLOOR I I Ico I L 2 1/2 X 2 1/2 X 3/16 L3X2X3/16 (TYP. AT CORNERS) (k) (MII005SA) C8 SECTION 2 SCL: 1 1 /2" (h) TS3X3X3/16 8 PLACES AT EACH CORNER (MI 1005SA) L 2 1/2 X 2 1/2 X 3/16 SECTION 5 SCL: 1 1/2" = 1' D-1 1'-9 1 h" 3" 101, 2 1/4° L3X3X1/4 TS3X2X11GA. (s) SECTION 3 SCL: 1 1/2" SECTION 6 SCL: 1 1/2" 10'-6 1/4 ll'-8 3/4 21'-7 3/4 2 1/2" 0 HOLE - TYP. N NOTCH TOP ONLY FLANGES OF C 8 X 11.5 DETAIL — 1 SCL: 1 1/2" = 1' TACK WELD NUT DETAIL — 2 SCL: 1 1/2" = 1' 111000LD 1/2" PLATE (M11001LD) UMN C8X11.5(a) 7 1 /4" r m z _o � 2 I elf w 0 w Q 0 w O z 0 o J m � O � Z � � W U Q—+ N x N U Z O W 7 O a f- Q O � a zo co o oO �r- Cn N co �J 1 X o 0 J � I N � N Q � N W �0 Z O 6� O co co o 0 J m V) w . / 1 ROGER S. LINGERFELF, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02=MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 7-1 6-01 CHECKED BY DATE SCALE REV. DATE 1/2"=l'- O" DRWG. No. D 1 SHEET _ OF 1 I_ WORK ORDER No. SHEET INDEX DRW. NO. DESCRIPTION CS-1 COVER SHEET FC-1 FOUNDATION PLAN G O - FC-2 FOUNDATION DETAIL CD EC-1 FRAMING PLAN I I EC-2 ELEVATIONS EC-3 SECTIONS EL-1 LIGHTING PLAN 0 w >- 0 U � N w cr- o � w '--' t- o o u x � I 0 Z 0 GRAPHIC SYMBOLSuiSYMBOLS DESCRIPTION a 0 I 1 SECTION NUMBER SECTION CUT A-1 SHEET NUMBER i A ELEVATION ARCHITECTURAL, EXTERIOR) M AN __Q Y 00 CO 0 � c/) N J 6� CL O co Q � N N N W � z o rn 00 00 _, O c7 I c c, c> m v> LLB I j ROGER S. LINGERFELT, P.E. I REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. CODE INFORMATION 02-MY-64 MASTER FILE NAME LIVE LOAD....... 30 PSF DRAWN BY DATE DEAD LOAD..... 5 PSF J.L.N. 4-10-02 WIND LOAD..... 130 MPH. COASTAL EXP. (FASTEST MILE) CHECKED BY DATE WIND LOAD..... 150 MPH. COASTAL EXP. (3 SEC. GUST) sCALE NONE REv. DATE DRWG. No. c s 1 i SHEET 1 JOF 1 -- 1601 RINEHAR-T ROAD — SANFORD, FL WORK ORDER No. JOB LOCATION �� - J � N Z I CD ¢ t� O N TOP OF FO( AT SAME ELEVA I IUN 9" 9„ BASE PLATE TSI0 X 10 1JLE IN BASE ANCHOR BOLT PLAN PLATE COLUMNS WITH CONDUIT In�ll FOUNDATION PLAN SCALE : 1/4" = 1'-0" TOP OF LOW ISLAND ELEVATION: XXX XXX xxx - FC- 1 S('ALE: 1/A"=1'-0" xxx A.) FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM SAFE BEARING CAPACITY OF 2000 PSF. B.) WHENEVER POSSIBLE , FOOTINGS SHALL BE PLACED DIRECTLY AGAINST UNDISTURBED SOIL. 3. CONCRE IE WORK A.) CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUREMENTS FOR REINFORCE CONCRETE" (ACI 318-77), AND SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-72). B:) CONCRETE FOR FOOTINGS SHALL HAVE A ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF 3000 PSI. C.) REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 60. D.) ANCHOR BOLTS TO BE ASTM A-307. Z O t= tX U w W o n- O o i N Q �n 0 Q o z zLL- < s- X o �o d- U W Z U F- o � v o �2 z co Y 0 I hoc N (n N 00 u� 6J x < cr- o a J -J � CAD I oa-' N N w �o o O CD 00 00 4 -s O C3 r> C) U CL] J) LiJ E-- ROGER.S. LINGERFELF, P.E.REGISERED ENGINEER FLORIDA CERTIFICATE NO. 35677 I ITEM No. 02-MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 4-10-02 CHECKED BY DATE i SCALE REV. DATE 1/4" = 1'-0" DRWG. No. F0 1 _ SHEET OF 1 0. WORK ORDER No. i TOP OF ISLAND AT COLUMNS: TOP OF ALL FOOTINGS AT SAME ELEVATIONS: XX 3" DIA. PVC DOWNSPOUT IN COLUMN TS10X10— JN THRU ISLAND BY G.C. 6'-0" DIAMETER SCALE: 3/4"=1'-0" 1" DIA. CONDUIT IN COLUMN (SEE PLAN FOR LOCATION) MADISON ERECTOR TO LOCATE DRAIN ELEVATION AND STUB PVC THRU COLUMN F-- ISLAND 3" DIA. GALV. VENT PIPE (SEE PLAN FOR LOCATION) PLATE 1" X 22" X 1'-10" 4 - 1 1/4" 0 A-307 ANCHOR BOLTS dJITH 6" THREADED PROJECTION ?7 1/4" EMBEDMENT DEPTH & (2) NUTS AND OVERSIZED WASHERS PER BOLT ,-URN. & INST. BY G.C. 8 - NO. 5 VERTICAL BAR AROUND PERIMETER NO. 4 TIES 1'-0" O/C REBAR PLAN FOR 6'-0" FOOTING ERECTOR NOTE: ERECTOR TO LOCATE ISLAND ELEVATIONS AND STUB PVC D'SPOUT DRAIN THRU CANOPY COLUMNS. - NO. 5 VERTICAL OUND FOOTINGS) NO. .4 TIES AT l'-O" O/C 1 1/4" DIA. ANCHOR BOLTS W/ ---{ NUTS & WASHERS BY G.C. ANCHOR BOLT DETAIL N TOP OF ALL FOOTINGS AT SAME ELEVATIONS: TOP OF ALL FOOTINGS AT SAME ELEVATION: XXX TOP OF ISLAND AT COLUMNS: 3" DIA, PVC DOWNSPOUT IN COLUMN TS 10 X 10 — SIN THRU ISLAND BY G.C. 1" DIA. CONDUIT IN COLUMN (SEE PLAN FOR LOCATION) MADISON ERECTOR TO LOCATE DRAIN ELEVATION AND STUB PVC THRU COLUMN ISLAND 3" DIA. CALV. VENT PIPE (SEE PLAN FOR LOCATION) f— PLATE 1" X 22" X 1'-10" 5-6" SQUARE SQUARE FOOTING DETAIL SCALE: 3/4"=1'-O" OPTIONAL FOOTING DETAILS SCALE: 1"=1'--0" 4 - 1 1/4" 0 A-307 ANCHOR BOLTS WITH 6" THREADED PROJECTION 27 1/4" EMBEDMENT DEPTH & (2) NUTS AND OVERSIZED WASHERS PER BOLT FURN. & INST. BY G.C. NO. 5 VERTICAL BAR EACH FACE NO. 4 TIES l'-O" O/C 0 1 1/4" DIA. ANCHOR BOLTS W/ NUTS & WASHERS BY G.C. 1'-1 1 /2" ANCHOR BOLT DETAIL z 0 U L2 0 Lu w z Q U o C) z < Q O o z � I� I I­_z L �--, Q z Q I �z o x 0O 0 � I i o W o v a � ZCD t �00 0 co 00 (n N un J r O� x < J cy) (D ,,:I- V) N N LJZ p2 O co coDD J QCD r w NO. 4 TIES w �� 1'-O" O/C 5 VERTICAL BAR EACH FACE i 4 - 1 1/4" 0 A-307 ANCHOR BOLTS WITH 6" THREADED PROJECTION 27 1/4" f EMBEDMENT DEPTH & (2) NUTS AND ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO.35677 i OVERSIZED WASHERS PER BOLT FURN. & INST. BY G.C. i ITEM No. 02-MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 4-9-02 CHECKED BY DATE SCALE REV. DATE 1/4" = 1'-O" DRWG. No. FIC 2 ;. 5 - #5 EACH WAY AT BOTTOM SHEET OF WORK ORDER No. _I CD B ll'-10 3/4 26'-0" 36'-0" 26'-0" 11'-10 3/4" %1012LW X 13'-0 9 - M11013LW X 9'-11 = 89'-3 KIOSK LINE BELOW CANOPY M11015LW X 12'-10 'M11046SF X IS-0 9 - M11047SF X 9'-11 = 89'-3 MI1045SF X 12'-10 o S L'- �� 00 CBI W 12 X 22 CB2 W 12 X 26 CB3 W 12 X 22 O r'O7 CD 0 CFBI O coo O 0 I ov o L 2 X 2FBX1 1/8 `D 20 GA. W.A. EMBOSSED L 2 X 2 X 1 8 co FLANGE BRACE DOWNSPOUT LEADER FLANGE BRAE AT 1/3 PTS. M11004CL L AT 1/3 PTS. 00 N O 0 O I O N TS10X10X3/16 TYPICAL CBI W 12 X 22 CB2 W 12 X 26 CB3 W 12 X 22 - m CD CD cn �� o o CD CDc� N z 11 co O I I O J FRAMING PLAN STRUCTURAL SPECIFICATIONS SCALE: 1/4" = 1'-0.1 A 1, STRUCTURAL STEEL WORK: A.) STRUCTURAL STEEL AND ANCHOR BOLTS SHALL CONFORM TO ASTM A36 (Fy = 36 KSI), EXCEPT WHERE NOTED. STEEL TUBES SHALL CONFORM TO A500, GRADE B (Fy = 46 KSI). FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC, LATEST EDITION. B.) CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED. -- 1.) BOLTED CONNECTIONS: USE ASTM A 307 BOLTS IN ALL CONNECTIONS, UNLESS NOTED OTHERWISE. 2.) WELDED CONNECTIONS: USE AWS A5.1, CLASS E70XX ELECTRODES FOR MANUAL WELDING AND GRADE SAW-2 FOR SEMI -AUTOMATIC ARC WELDING. C.) APPLY ONE COAT OF GREY OXIDE PRIMER TO ALL STRUCTURAL STEEL. (FINISH PAINT BY OTHERS PER CUSTOMER SPECIFICATIONS.) A Ill ERECTOR NOTE: *DENOTES EXTRA LENGTH FIELD CUT TO FIT AS REQUIRED ERECTOR NOTE: COLUMN NUMBERS AND LOCATION ARE ON FOUNDATION PLAN FC-1 7- m I z 0 V) W 0 W Q W � O Q O T z_ o �— Q cr- LL X o r v z O O U � a o Y 00 Coy ((¢ N J C~� X L¢i Cor- O I 1 a. rn J to n I Q � N � N W Z Cc, O o 0 m r to %13/0 ROGER S. LINGERFELT. P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02—MY-64 MASTER FILE NAME DRAWN BY DATE J. L.N. 4-10-02 CHECKED BY DATE SCALE REV. DATE 1/4" = 1'-0" DRWG. No. EC— 1 SHEET 1 OF f 3 WORK ORDER No. cc III J I � L 7'-6" 8' 9„ 7 SPACES @ 9'-ll 5/8 = 69'-9 3/8" M11059FP 9'-6 1/8" 8'-9" 7'-6" NOBILITY BLUE ACM M11060FP M11062FP FASCIA PANELS I rl FI F *M11059FP M11062FP L FI M11061FP - - - - - - - - - - - - - - - - - - - - - FI r ----- AA I '— — — — — — — — — -----] _ ---------- II II II II II II II II II II II II 20 GA. RED ACCENT BAND II II II II II II II 3" 0 PVC D'SPOUT II II II TS 10 X 10 II II II II II II II II IN COLUMN (TYP. 8 PLACES) I I II II I I II II II II TOP OF HIGH ISLAND II I I II II II II I I II II II II I I II II II II I I II II II 2'-5 5/8" r 9'-6 3/8" M11063FP 6'-0 1/4" *M11059FP I r 46'-0" 9'-11 5/8" M11059FP ELEVATION B-B 6'- 0 1 /8" $MI1059FP 9'-6 3/8" M11063FP 2'-5 5/8" I ELEVATION A -A SECTION A -A M, IV I niQln " v2X20GA. 16 GA. ANGLE TYP. AT ALL CORNERS Q 0 w � 0 Z U 0 0 ERECTOR NOTE: *DENOTES EXTRA LENGTH FIELD CUT TO FIT AS REQUIRED ROGER S. LINGERFELT, PE. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 i ITEM No. 02-MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 4-10-02 CHECKED BY DATE 1 SCALE REV. DATE - I' . 1/4" = 1'-O" DRWG. No. EC-2 SHEET OF2-1 0� WORK ORDER No. .i �i 24 GA. FLASHING IS T( INSTALLED BEHIND 16 AN( STRIP LIGHTS FURNIS INSTALI # 8 X 3/4 MOD TRUSS HD 2'-0 O/C BOTTOM ONLY (TOUCH-UP PAINT TO MATCH FASCIA) PI ATE 1 /A° Y F° Y W_0° I BEAM SPLICE DETAIL P LA. 1/0 kLU rVr IVYL13 AT GUTTER JOINTS SECTION 1 SCALE: 1 1/2" = 1'-0" EC-1 1/4" S.S. BOLT OR NO.12-24 X 1 1/4" HEX HD 1" L 1 X 2 X 20 GA. GALV. (TOP & BOTTOM - CONT.) ----- - - MI1000AL_. - 1 1/2 X 6 112 X 16 GA. 20 GA. CHANNEL \ ANGLE TYP. AT SHOP INSTALLED ALL CORNERS \ M11006AL L2X2X1/8 TYP. NOTE EC-1 FOR LOCATIONS 1/4" S.S. BOLT OR NO.12-24 X 1 1/4" HEX HD I/-T Y1 J.J. UVLIJ Z s p. N F- FLANGE BRACE DETAIL SECTION 2 SCALE: 1 1/2" = 1'-0" EC-1 W16 3" 0 PVC 1/4 BEND — TS 10 X 10 3" 0 PVC DOWNSPOUT L 3/4" X 2" X 1'-0 X 20 GA. TYP. AT FIRST AND LAST DECK RIB CONNECTION TO PERILING M11034AL DETAIL 1 NO. 12-14 HEX HD CAULK WITH WHI (E SILICONE TO AT 5'-0" O/C EA. RIB MATCH DECK CONT. AROUND CANOPY 20 GA. RED GUTTER ERECTOR NOTE: 1. FIELD CUT HOLE IN GUTTER FOR PVC 2. INSTALL BED OF VULKEM IN GUTTER 3. PUSH PVC INTO GUTTER 4. SEAL EXTERIOR OF GUTTER WITH WHITE SILICONE 5. SEAL INTERIOR OF GUTTER WITH VULKEM WATERTIGHT 1 1/2"± 3" 0 PVC DRAIN USE 3 #12-14 X 1" HX HD PER OUTRIGGER FOR 24 GA. FLASHING ERECTOR NOTE: CAULK ALL SEAMS WHERE CUTTER AND DECK MEET CONT. ALSO WHERE D'SPOUT LEADER AND DECK MEET W/ WHITE SILICONE. CAULK ALL INTERIOR GUTTER JOINTS AND FLASHING WITH OSI-121 (NOT SEEN) `- 6 EA. 1/8" WHITE POP RIVETS AT LIGHTWELL JOINTS DETAIL 1 m ro z 0 1= a v v� w 0 w 0 w n O � Z Q U � N \ u 0-� _O ~' W u� x I� 0 c0 d- U w z O � a U zo M Y 00 O CD I C () N J C � 00 x Q (D cl- J � I Q C/) N Q � N w z o� 0 00 J Q O li 0 J m V) w 2 I— a�Y 1 � q ROGER S. LINGERFELT, PE. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02-MY-64 MASTER FILE NAME DRAWN BY DATE J.L_N. 4-10-0:2 CHECKED BY DATE SCALE REV_ DATE 1 1/2 =1'-0" DRWG. No. EC-3 SHEET. OF 3 WORK ORDER No. I` I 1 _ O U 0 v I I f-9 112" LIGHTING PLAN CANOPY LIGHTS INSTALLED BY MADISON CANOPY LIGHTS SUPPLIED BY OTHERS ELECTRICAL HOOK-UP BY G.C. DECK SEAMS SHOWN O ERECTOR MOTE: DO NOT CUT HOLES FOR CANOPY EIGHTS BEFORE VERIFYING EIGHT AND LOCATION FIXTURE SCHEDULE O 18 L.S.I. 16 OA-*-1HO-0-120V-WHT ® 2 L.S.I. 08 OA-*-1HO-0-120V-WHT © 4 L.S.I. 62 SS-*-1HO-0-120V-WHT ( 33 L.S.I. 'SCOTTSDALE' SERIES CANOPY DOWNLIGHT FIXTURE O m f © � t m � z O co m o v W J J d F— V � W i W O w I I— cD � I 0 w m n O Q u I z x 0 � I (_o t Z U O W 0 Q O O a za-o Y oo DocN I <f cN N J C� Q Q Li O CD rn � cD } w I N F. N oo t O CD f ICJ a ;'•S •fir r •Y J Q ti O J O m _ f ROGER S. LINGERFELT, P.E. REGISTERED ENGINEER FLORIDA CERTIFICATE NO. 35677 ITEM No. 02-MY-64 MASTER FILE NAME DRAWN BY DATE J.L.N. 4-10-02 CHECKED BY DATE SCALE REV. DATE 1/4" DRWG. No. EL — SHEET OF WORK ORDER No. e