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HomeMy WebLinkAbout360 W Lake Mary Blvd 00-3560 New Construction Albertson Express�,, w ��� ,� _ _�.> -. =�,'"` r . ISSUED71 M­ . a • , VICINITY MAP PROJECT CONTACTS NOT TO SCALE .. RE: THIS PROJECT AR CHITECT: EIrEC`rRICAL ENGINEER: FUEL ENGINEER: k! MICHEAL 'LYNCH SAivt EUBANK JOSS BARRO' q/RpORr AARRPORT oRo CUHACI & PETERSON ARCHITECTS COLWILL/GRINER ENGINEERING SJB GROUP �L V 1220 ALDEN ROAD 47,50 ' EAST ADAMO DRIVE 8081 G.S.R.I. ROAD 1 ��^ �• ORLANDOFL 32803 TAMPA, FL 33605 BATON ROUGE, LA; 70820 -�� ,AN F O R � (407) 228-4220 (813) 241-2525 (225)'769-3400 FAX (407) 228-4219, FAX (813) 241-9051 FAX (225) 769-3596 STRUCTURAL ENGINEER: CIVIL:. , ry fRED BOWEN RONALD HENSON 11 g BOWEN ENGINEERING CORP. DESIGN SERVICE GROUP a 1528 VASSAR STREET 362A GRANT STREET ORLANDO, FL 32804 LONGWOOD, FL 32750 3�{ (407) 423-7585 (407.) 331-3773 FAX (407) 423-4872 FAX (407) 260-0478 3 ILI �E-S QI. $4= MECHANICAL ENGINEER: OWNER: A �'Vji..1 0 � c' � � 1 r >� �� u J m� DICK GRAMLICH DAN CARHILL g� y C P' 'O T ��� GRAMLICH & ASSOCIATES ALBERTSONS .INC. �� 0' .13150 SOUTH BELCHER ROAD GENERAL OFFICES LARGO, FL 33770 250 PARKCENTER BLVD. Ug (727) 536-0454 BOISE, ID 83726 r . �Lo FAX (727) 530-5931 (208) 395-5165 FAX (208) 395-4477 y LOCATION rn LAKE ARY B D r I AKF MARY BLV SC I� DULE O� REVIATIO S SCH DUL . OF DRAWINGS, RE ALL D RAWINGS 1.0 2.0 3.0, 4.0, 5i0 & 7.0 SE RIES RE: THIS- PROJECT �; A.B.N5;+ , ANCHOR BOLT G.L, GALVANIZED IRON OR R.O. ROUGH OPENING 1.0 'TITLE SHEET 33.5 8 INTERIOR ELEVATIONS A E.B. Al BERTSON S EQUIPMENT STEEL RWL RAW WATER 1.1A SITE DEVELOPMENT PLAN ` FLOOR FINISH PLAN . BOARD G.L. GLUE LAMINATED SD - STORM DRAIN 1.18 CODE REVIEW PLAN & DATA 3.7A REFLECTED CEILING .PLAN A F.F. ABOVE FINISHED FLOOR STRUCTURE MEMBER SIM. SIMILAR 1.2A FUEL CENTER LIiWTS SITE PLAN 3.7B CEILING DETAILS 4 UTILI'TYY IMPACT FEE_ S & APED. GYP. BRD. GYPSUM BOARD SPECS. SPECIFICATIONS 1.20 TANK SLAB PLAN & DETAILS 3,$A DOOR &WINDOW ,SCHEDULE ALUM. ALUMINUM H.C.A. HEADED CONCRETE STL STEEL 1,2C ; SITE DETALS 3.88 DOOR & WINDOW ;DETAILS ARCH. ARCHITECTURAL ANCHOR STRUC. STRUCTURAL 1.2D I SITE DETAILS 3.9A , `EQUIPMENT PLAN &SCHEDULE �, S'2 ,"� T SQ. SQUARE • " LECTRICA SITE PLAN 3.98 MISC. DETAILS �P BLDG. BUILDING H.M. HOLLOW METAL 1.3 E B.O. BOTTOM OF HORIZ. HORIZONTAL T & G TONGUE & GROOVE SRO. BEARING HR. HOUR T.O.C. TOP OF CURB/ C-1 '� °COVER SHEET 4.0 WASTE & VENT PLAN C.B. CATCH BASIN' HT, HEIGHT CONCRETE C-2 SITE GEOMETRY & UTILITY PLAN 4.1 WATER &. GAS PLAN° ({j/ 21(06/15/Q, 6/15/00 CCTV CLOSED CIRCUIT TELEVISION HVAC HEATING VENTILATING T.O. TOP OF , C-3 : PAVING, GRADING & DRAINAGE PLAN i 4.2 DE�AI,L�S�G SCDU�` 111 C.D. 'CONDENSATE DRAIN AND AIR CONDITIONING T.D. TOP OF DRAIN C-4 „ STANDARD DETAILS `-E CENTER LINE I.D. INSIDE DIMENSION T.S. TUBE STEEL C-5 WATER & SEWER DETAILS 5.0 MECHANICAL. PLAN A` �:$�� CFM CUBIC FEET PER MINUTE IN. INCH TYP. TYPICAL PiCA C-6 ..? WATER & SEWER DETAILS 5:1 DETALS & SCHEDULES ' CONTROL JOINT LBS. POUNDS VERT, VERTICAL C-7 ` '`. WATER & SEWER DETAILS C.J. , 3 r 3 CMU CONCRETE MASONRY UNITS MAX. MAXIMUM U.D.L. UNIFORM DISTRIBUTED C-g SPECIFICATIONS 6.OA REFRIGERATION PLAN �1 1 1< f 1 >y '1'S COL. COLUMN MFR. MANUFACTURER LOAD 6.09 REFRIGERATION DETAILS f E:•1 t ai 3 E3 C-9 LANDSCAPE PLAN ~ CONC. CONCRETE MIN. MWXMUM W/ WITH C-1d IRRIGATION PLAN 6.1 REFRIGERATION SCHEDULE H ai .� a f ; ,;r " CONT. CONTINUOUS MISC. MISCELLANEOUS W.P, WEATHERPROOF , �`=�;1N20 ���j S��y'=3' COORD. COORDINATE` M.O. : - MASONRY OPENING W.W.F. WELDED WIRE FABRIC 2OA FOUNDATION/SLAB PLAN 7.OA . REFRIGERATION & HVAC PLAN E_ COTG CLEAN OUT TO GRADE tdT'D. MOUNTED 2.08 FOUNDATION DETAILS 7.1A LIGHTING PLAN LNL (�f 7) 3 L1w CYL. CYLINDER N.LC. NOT IN CONTRACT 2.tA SLAB PLAN 7.18-,UGHTWG PLAN DETAILS • �� KD 8995 DIAMETER N0. NUMBER 2.1B .; SLAB DETAILS 7.2A POWER PLAN omcm OTg,4ATE EA. EACH NTS NOT 70 SCALE 2.2A w. ROOF FRAMING PLAN 7.29 POWER- PLAN DETAILS /21/00 ML 06 ELEV. ELEVATION O.C. ON CENTER 2.28 FRAMING DETALS 7.3A CONDUIT & CONDUCTOR SCHEDULE E.I.F.S. EXTERIOR INSULATING O.D. OUTSIDE DIMENSION 2.3 <. ,;SECTIONS & DETAILS 7.38 . ELECTRICAL PANEL SCHEDULES >t 7tt6� FINISH SYSTEM OPNG. OPENING 17.4 ELECTRICAL OIAGRAMS e-n- Z.5 ELECTRCCLJ SCHEDULESisN' r�i °V�v al ��i�i E.S.E. ELECTRICAL SERVICE -0PP. OPPOSITE 3.0A FLOOR PLAN ANU ri1T`IE ENTRANCE Q.S.B. ORIENTED STRAND BOARD 3.06 ENLARGED PLAN &DETAILS 7.6 MAIN STORE ELECTRICAL PLAN 9 H PLTFM. PLATFORM 3.1A- BUILDING SECTIONS FDN. FOUNDATION�,. _ -,_ F.O.C. FACE OF CURB/ P.L. PROPERTY LINE 3.18 BUILDING SECTIONS & DETALS 9.0 SITE PLAN,,I�IoI` „'i^;3Way'�- CONCRETE P.L.F. POUNDS PER LINEAL 3>1C MISC. BUILDING DETAILS 9.tA FUEL TANK SECTIONS ---* FACE OF MASONRY FOOT '3.2A `• EXTERIOR ELEVATIONS 918 FUEL TANK: DETALS r.O.M , F.F. FINISHED FLOOR P.S.F POUNDS PER SQUARE 3.26 'EXTERIOR ELEVATIONS 9.1C SHORT :TANK DETALS F.S.B. FUEL SYSTEMS BOARD FOOT 3.3A ROOF PLAN 9,2 FUEL PIPING DETALS FT. FEET P.S.1 POUNDS PER SQUARE - ; 3.38 ROOF DETALS 9:3A POWER WIRING FOOTING INCH 3.3C MISC. ROOF DETALS 9;36 CONTROL WIRING 1 FTG. REFER T0, REFERENCE 3.4 INTERIOR DETALS FR-S FIRE-RETARUENT WOOD RE, U 9.4 SCOPE OF WORK SCHEDULE �^REA7MENT FROM REINFORCING tVJGE REINF. u REQ'D REQUIRED. ,ALVANIZED >E - } • 1 ! .A f ISSUED 'I 2 SCHEDULE OF KEYED NOTES RE: MA-1 1100 BUILDING LIMIT LINE 1101 FUEL CENTER LIMIT LINE 1102 EDGE OF CONCRETE PAVEMENT. VERIFY W/ EXISTING CONDITIONS. NOT USED C!A 3 NOT USED 11EI4 T EMPE)RARY eE)NSTRUeTlEm PARmt4e AREA, RE., 1.1� I �f A L ­0­� �f 1— SEAL r NOT USED liE)5 e.,\,, I -L- A, eetieRF-1 F_ r_Lj�jvF_LmFv 111vuxot ['\L-. i.113 i F SEAL NOT USED 1106 GURU]', NOT USED 1^1 t1'r A&lrN 4 %L- f. LJ E) 3 1108 CONCRETE CURB & SIDEWALK WITH 13x13-D5xD5 WWF:OVER COMPACTED GRANULAR FILL, RE: 1.2C-2 �\ 1109 ACCESSIBLE CONCRETE RAMP RE: 1.2C-5 1110 PANTED ACCESSIBILITY SYMBOL, RE: 1.2C-4 1111 ACCESSIBILE PARKING SIGN, RE: 1.2C-8 ij 1112 . PAINTED STRIPING, 4" WIDE TRAFFIC YELLOW, (2 COATS) fV T USED nl­Ml­-�., \ ! / -rMj F-L-UL-13"Neui RAM 1114 STORM SEWER CLEANOUT, RE: 1.4C-1 1115 OIL/WATER SEPARATOR, RE: 1,4C-1 & 5. o 11*16 INLET CATCH BASIN, RE: 1.4C71 1117 PAD MOUNTED UTILITY TRANSFORMER, RE: 1.3-1 1118 PNEUMATIC TUBE, DATA/ COMMUNICATIONS & ELECTRICAL TRENCH, RE: 1.2D-2 & 1.3-1 '! Do 1102 1119 AIR/WATER REEL, RE: 1.4C-1 & 4. 1120 TRASH ENCLOSURE, RE: 1.1C-1, 2, 3 & 4 1121 PYLON SIGN, BY OTHERS, RE: 1.3-1 1122 HEAVY DUTY PAVING, COORDINATE W/CIVIL DRAWINGS & GEOTECHNICAL REPORT 1123 PIPE BUMPER, TYP., RE:.1.2C-1, (4" AT AIR/WATER REEL). LJ NJ I %WL-" 1% _RE1 1.29 3 NOT USED 1 '2- 4 BieY-1 E RAel(, 1SCHEDULE OF GENERAL NOTE 0S 0 RE: 1.1A-1 101 1-1 1. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS AND BOUNDARY 0 DECLINATIONS ARE FOR REFERENCE ONLY. ACTUAL SITE CONDITIONS 0 0 I MAY VARY. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT 0 1 1 I THE SITE ANDFIELD VERIFY ACTUAL GRADES, ELEVATIONS, DIMENSIONS,, 0 AND DECLINATIONS. 2. THE CONTRACTOR SHALL CALLTHE'UNDERGROUND 'UTILITY LOCATING 0 SERVICE AND HAVE THEM MARK THE LOCATION OF EXISTING UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF WORK. 3. CONTRACTOR SHALL NOT INTERRUPT CURRENT TRAFFIC ACCESS/ EGRESS PATTERNS TO EXISTING ADJACENT PROPERTIES. MAINTAIN ACCESS FOR FIRE DEPARTMENT AND DELIVERY VEHICLES. 4. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, L WARNING' SIGNSL AND TRAFFIC CONES PER LOCAL REQUIREMENTS. TRAFFIC CONTROL ------ MEASURES SHALL BE APPROVED BY LOCAL JURISDICTION AND IN PLACE. PRIOR TO CONSTRUCTION. 5. CEASE OPERATIONS ANDNOTIFYARCHITECT/ENGINEER IMMEDIATELY, 'IF 01 SAFETY OF ADJACENT STRUCTURE(S) APPEARS T0. BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. IV2 1123 1121 6. CONTRACTOR SHALL PERFORM THE WORK IN A WORKMANLIKE MANNER IN STRICT CONFORMANCE WITH THE BEST STANDARD PRACTICES, USING QUALIFIED WORKERS AND IN STRICT ACCORDANCE WITH THE DRAWINGS 41D SPECIFICATIONS. ALL WORK SHALL MEET THE CODE REQUIREMENTS CURRENTLY ADOPTED BY THE GOVERNING AUTHORITY. 7. ALL DIMENSIONS ARE FROM FACE OF CURB OR FROM FACE 'OF, BUILDING FOUNDATION UNLESS OTHERWISE NOTED. BUILDING DIMENSIONS AND STAKING OF BUILDING MUST BE VERIFIED BY GENERAL CONTRACTOR WITH PLANS PRIOR TO CONSTRUCTION. a. ALL PARKING SPACES, AISLES, ENTRANCES, AND EXITS SHALL BE STRIPED PER LOCAL STANDARDS; PAINT AS SHOWN ON 1.2A-1 9. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 10. COORDINATE LOCATION OF FIRE LANE AND "NO PARKING", SIGNS WITH CITY FIRE DEPARTMENT. ii. ALL CURB RADII ARE TWO FEET TO OUTSIDE FACE OF CURB UNLESS NOTED OTHERWISE. 12. CONTRACTOR SHALL SECURE STAGING AREAS, PROVIDE SECURE CHAN- LINK ENCLOSURE WITH LATCHABLE GATE, TEMPORARY NIGHT LIGHTING, X ETC. CONTRACTOR SHALL PROTECT PAVING AREA WITHIN STAGING 0 AREA FROM DAMAGE DURING CONSRTRUCTION AND REPAIR ANY DAMAGED AREAS AFTER REMOVAL - OF BARRICADES. CONTRACTOR'S STAGING AREA AS INDICATED BY: -------------- C ONSULANT -11 W.Amw PRMC" KD 999, CHECKED OToDAr E ML o1121100 �k 0 e_ 13, 'PARKING FOR CONSTRUCTION RELATED VEHICLES SHALL BE SITE uj 0 0 w RESTRICTED TO AREAS DESIGNATED CONTRACTOR'S PARKING IDEVIELOPNIIENT z u_ SITE DEVELOPMENT PLAN, VV4 I ill . 201-011 AREA AS V INDICATED BY: — — — — — — — PLAN 1A qi npiN(, wNrwiwn. op qi ippnPT (ZYqTPKA rnp Al I TPpmr, ZINC CW,&l I FI]] r(O-Nnonon] ivy , 69" r (6" GONG. SLAB, RE: 1.2B=1) NOTE: R EXTEND UTILITY AND ROOF :. DRAIN PIPING, 5`-0" BEYOND FACE OF BUILDING, UNLESS. OTHERWISE INDICATED & CONNECT TO THE LINES INSTALLED BY THE SITE CONTRACTOR. w - VERIFY AND COORDINATE LOCATIONS & INVERTS. y: kO - :)LAD, RE: 1.28-1) ISSUED SCHEDULE OF KEYED NOTES iI • RE; 1.2A-1 1200 BUILDING LIMIT LINE AS INDICATED BY .....d - -'�- - — - t 1201 FUEL CENTER LIMIT LINE AS INDICATED 1202 OUTLINE OF FUEL ISLAND -CANOPY, RE 3.9A-1. 1203 WATER SERVICE, RE 4.1-1 1204 LINE OF BUILDING CANOPY/SOFFIT ABOVE. - 1205 CANOPY COLUMN, RE: 1.2D-4 & 3.9A-1 _ SEAL J ,'::--• 1206 FUEL DISPENSER ON CONC. FUEL ISLAND, RE: 1.2D-4 f i 1207 ACCESSIBLE FUEL DISPENSER W/ ACCESSIBLE KEYPAD -ON -CONCRETE -- ..'1208 FUEL ISLAND, RE: 1.2D-4 FUEL ISLAND PIPE BUMPERS, RE: 1.2D-6' 1209 5x4'-6" REINFORCING AT RE ENTRANT. CORNERS, TYP. I 1210 6" CONC. SLAB W/ 13x13 D5xD5 W.W.F. VERIFY PER GEOTECH IF CONSVLTANT APPLICABLE. 1211 EXPANSION/CONTRACTION JOINTS, TYP., RE: 2.18-4 1212 CONTROL JOINTS, TYP., RE: 1.26-3 (811 SLAB), 2.18-1 (411 & 6" SLABS). 1213 CONC. CURB & WALK, RE: 1.2C-2 1214 CONC RAMP, RE: 1.2C-5 1215 ACCESSIBLE SYMBOL AND STRIPING, RE*-1.2C-4 - 1216 ACCESSIBLE PARKING SIGN, RE 1.2C-8 1217 4" WIDE TRAFFIC YELLOW STRIPING, RE: CIVIL DRAWINGS. ; 1218 HEAVY DUTY PAVING, RE CIVIL DRAWINGS & GEOTECHNICAL REPORT 1219 WATER LINE TO AIR/WATER REEL, RE: 4.1-1 1220 SANITARY SEWER, RE: 4.0-1 1221 CLEANOUT, FLUSH WITH FINISH GRADE, RE,-.4.2-6 r — -- - _ 1222 INLET CATCH BASIN, RE: 1.1A-1 & C-3. 1223 ELECTRICAL `SERVICE, RE, 7.2A-1 00 1225 ROOF DRAIN LINE TIGHT LINE TO -STORM SEWER, RE: 4.0-1 0 r- 1226 PNEUMATIC TUBE, DATA/COMMUNICATIONS & ELECT. TRENCH, o RE:1.2D-2. �g — 17i2 1227 OIL/WATER SEPARATOR, RE: 1.4C-1 N _ 1228 UNDERGROUND FUEL TANKS, RE: 3.9A-1, +� 1229 8" CONC. TANK SLAB, RE: 1.213-1 o 4 1230 MANHOLE OR SPILL BUCKET LIDS, TYP. RE 1,213-1 & 1.213-4 rig CO (3 — 1231 —BIGYGL-E`RFeE , NOT USED (R R I -- �;2 C14 0 1232 8" DIA. PIPE BUMBER, RE: 1,2C-1 c ): 1233 6" DIA. PIPE' BUMBER,'.RE 1.2C=1 i e221234 4" DIA, PIPE BUMBER, RE: 1.2C-1 DO `` t230 rI 1235 MONUMENT SIGN. DIVISION OF WORK RE: ALL DRAWINGS AND SPECIFICATIONS I,o THIS SCHEDULE IS INTENDED FOR USE AS A GUIDELINE IN DETERMINING RESPONSIBILITY OF.WORK FOR THIS PROJECT. SOME ITEMS HAVE BEEN VERY SPECIFICALLY DESCf IBED, HOWEVER IT IS NOT THE INTENT OF, THIS SCHEDULE TO PROVIDE A DETAILED DESCRIPTION FOR. EVERY ASPECT AND/OR CONDITION IN THE PROJECT. REFER T,0 DRAWINGS AND SPECIFICATIONS FOR ITEMS NOT INCLUDED IN : THIS, SCHEDULE. ; 12� THE BUILDING LIMIT AREA IS DEFINED ON THE PLANS AS THE AREA WITHIN THE BUILDING LIMIT LINE ON 12A v -� OF THE DRAWINGS, THIS AREA MAY ALSO BE DEFINED AS THE AREA WITHIN THE BUILDING FOOTPRINT. WORK FOR THIS AREA IS SPECIFIED IN THE 2.0, 10, 4.0, 5.0, 6.0, AND 7.0 SERIES DRAWINGS IN THIS SET. THE BUILDING • ' \ LIMIT AREA SHALL INCLUDE ALL WORK DESCRIBED IN THE FOLLOWING; • \ • ALL LABOR AND MATERIALS TO CONSTRUCT THE C-STORE BUILDING. COORDINATE AND INSTALL ALL BUILDING UTILITIES TO 5'-0" BEYOND THE BUILDING LIVE. ® COORDINATE, FURNISH AND INSTALL ALL CONDUIT RUNS (WITH PULL STRINGS) FROM THE FUEL SYSTEMS Ck BOARD (F.S.BJ LOCATED IN THE BUILDING TO THEIR POINT OF TERMINATION WITHIN THE UNDERGROUND FUEL DELIVERY SYSTEM, I.E. THE UNDERGROUND STORAGE TANKS, DISPENSERS, CANOPY COLUMNS, ETC. t • FURNISH AND INSTALL PNEUMATIC TUBE AND DATA CONDUIT WITH INNERDUCT LINERS. TRENCH EXCAVATION IS IN THE SITE WORK. • COORDINATE, FURNISH AND INSTALL ALL CONDUIT RUNS (WITH PULL STRINGS) AND THE PLYWOOD BACKBOARD FOR THE ALBERTSON'S EQUIPMENT BOARD (AEB). ALL ASSOCIATED COMMUNICATIONS EQUIPMENT, SIGNAL WIRING, CONDUCTORS, AND TERMINATIONS ARE BY THE OWNER. FLU L»T CUTER 'THE FUEL CENTER LIMIT IS DEFINED ON THE PLANS AS THE AREA WITHIN THE FUEL CENTER LIMIT LINE :ON 1.2A > OF THE DRAWINGS, BUT EXCLUDING THE WORK WITHIN THE BUILDING LIMIT AREA. THIS AREA MAY ALSO BE U -' DEFINED AS THE AREA WITHIN THE CONCRETE FUELING APRON AND TANK SLAB AREA EXCLUDING THE WORK WITHIN L THE BUILDING FOOTPRINT. WORK FOR THIS AREA IS SPECIFIED ON THE 1.2A, 1.4 AND 2.1 DRAWINGS IN THIS SET. ALL WORK UNDER THIS PORTION OF THE LIMIT AREA, EXCEPT UTILITIES, SHALL BE INCLUDED IN THE BUILDING PORTION OF THE COSTS ON THE BID FORM. THE FUEL CENTER LIMIT AREA SHALL INCLUDE ALL WORK 19�TTAL DA19 DESCRIBED IN THE FOLLOWING: {� _ CONSTRUCTION OF CONCRETE APRON. 06/15/0 6/15/00 • CONSTRUCTION OF CONCRETE TANK SLAB. CONSTRUCTION OF FUEL DISPENSER ISLANDS. RQy�Otl3 • FURNISH AND INSTALL FUEL ISLAND PIPE BUMPERS, (FUEL ISLAND FORM IS OWNER FURNISHED)., _ CONSTRUCTION OF CONCRETE WALKS, CURBS AND GUTTERS AT BUILDING. • SEE SEPARATE PRICES FOR WORK ASSOCIATED WITH INSTALLATION OF THE CANOPY AND THE CANOPY LIGHTS. --- I SITC iiOiPri T. THE SITE LIMIT -.IS DEFINED ON THE PLANS AS THE 'AREA BEYOND THE FUEL CENTER LIMIT LINE ANna p0T PLUS WORK AND MATERIALS DESCRIBED IN THE FOLLOWING THAT FALL WITHIN THE FUEL CENTER 8885 Of MID BUILDING LIMITS. WORK FOR THIS AREA IS SPECIFIED IN THE CIVIL SERIES DRAWINGS IN CtEKD • QTDAZE THIS SET. ALL WORK FOR THIS PORTION OF THE CONTRACT, INCLUDING UTILITIES, SHALL BE DE tall, 0 8 DATE00 INCLUDED IN THE SITE PORTION OF THE COSTS ON THE BID FORM. THE SITE WORK SHALL INCLU 3: z ALL WORK DESCRIBED IN THE FOLLOWING= Ar fir !;T TIT{,£ AV iff O • PREPARATION OF ENTIRE SITE, INCLUDING DEMOLITION, SITE CLEARING, BUILDING PAD PREPARATION, PARTIAL 11 E PLAN uj -' ®� DRAINAGE AND GRADING. Z L- • COORDINATE AND INSTALL ALL UTILITIES TO WITHIN 5'-011 OF THE BUILDING LIMIT LINE.' � �5 T I�161'-0ii • FURNISH AND INSTALL ALL ASPHALT AND/OR CONCRETE PAVING BEYOND THE FUEL CENTER LIMIT. —` • INSTALLATION OF OWNER FURNISHED AIR/WATER REEL. PLAN F_ • CONSTRUCTION OF 'TRASH ENCLOSURE. LL o TRENCH EXCAVATION FOR PNEUMATIC TUBE AND DATA CONDUIT. IE LiJ o FURNISH AND INSTALL OIL/WATER SEPARATOR. J • ALL LABOR AND MATERIALS FOR LANDSCAPING, IRRIGATION, CONCRETE CUR13 NG AND PLANTERS. ALL LABOR AND MATERIALS TO TIGHTLINE CANOPY ROOF DRAINS FROM CANOPY COLUMN BASE TO STORM SEWER, DETENTION AREA, ETC. - • ALL LABOR AND MATERIALS FOR ELECTRICAL- STUB TO PYLON SIGN. • ALL -LABOR MID MATERIALS FOR PAINTED STRIPING AND PAVEMENT MARKINGS. E FUEL CENTER:LIMITS � BUILDING LIMITS RE: 1.2A-1 RE: 1.2A-1 PAINT TOP 6 & VERTICAL FACE LINE OF BUILDING - -- OF _CURB RED 4" CONC. SIDEWALK W/ (WHERE NOTED) 13x13 D5xD5 W.W.F.,, ROUNDED CONC. CAP/2 RADIUS --� SACK FINISH —� BROOM FINISH TO EDGE PAINT TWO COATS TRAFFIC RED FACE OF CURB ' 611� SLOPE STANDARD STEEL PIPE FILLED 44 REBAR AT At, N/ CONC. ryEXTEND 6"; CEMENT WASH SLOPED 1 ABOVE CONC. INTO SIDEWALK.= /CONC. SLAB, RE• 1.2A-1 - 0. FILL MATERIAL PER SOILS REPORT( IN '--2'-0" f6 CONC. FOUNDATION BUILDING CONTRACT) PAVING RE: 1.2A-1 *4 CONT. TOP Ll AND BOTTOM ° . 6" CONC. SLAB, I 6 I RE t2A-1 1/2"x4" PREFORMED EXPANSION JOINT FILLER WHERE SLAB NOTE:_ ABUTS VERTICAL SURFACES. VERIFY . LOCATION OF UNDERGROUND UTILITIES BEFORE DRILLING FOR CONC. FOUNDATION. NOTE* PROVIDE CONTROL & EXPANSION JOINTS AS INDICATED ON 1.2A-1. PIPE - BUMPER C�JI�D WALK 1/q" - 1'-0" 1 1 0 RE 1.1A & 1.2A RE, 1.1A-1 & 1.2A-1 CONC. CURB & WALK, RE 1:2A-1 & 1.2B-6 TYP. r EXPOSED AGGRERATE V CONC. FINISH WITH/2" - 3" 7CONC. CURB & v SIM. AGGREGATE SIZE. PREPARE WALK; RE 1.2A-1 SAMPLE FOR APPROVAL ON SITE -CONC. RAMP, CONC. CURB/ 1.2 TYP. RAMP, RE: 1.2C-5 �._ 4" WIDE ,STRIPES AT 24" O.C., PAINT �� a ° a • ° W/ (2) COATS HANDICAP BLUE, TYP. NOTE ; • ° PROVIDE -a ACCESSIBLE PARKING SIGN 12_0 5 -0 PER 1.2C-8. ° \J 4/7 EQ. 5'-0" EQ. SEE 1.2A-1 FO a, LOCATION. 6" MAX. RISE oo� in PAINTED ACCESS- IBILITY SYMBOL, - RE: 1.2C-7 ACCESSIBLE PARKING PA�IP NOT TO SCALE RE- 1.1A-1, 1 2A-1 ' & 1.2C-7 5 RE- 1.1A-1 & 1.2A-1 1`-0" x T-6" x 0.080"' ALUMINUM 5;_0�� ACCESSIBLE PARKING SIGN. SIGN TO READ "RESERVED 'PARKING" 1'-10" 3 2`-11" WITH IDENTIFICATION SYMBOL E "VAN ACCESSIBLE." BOLT TO 4�� ' STEEL TUBE WITH 1/2" CADMIUM I: ..�. PLATED BOLTS, NUTS, AND WASHERS. PAINT MAIN FIELD vi (2) COA"f5 WHITE ��— 2" x 2" x .188" STEEL TUBE BEADED .REFLECTIVE p � �_ EXTEND INTO .CONCRETE FILLED \, PAINT ~ PIPE 2'-0". PROVIDE WELDED 4", 101/2" it m > WATERTIGHT CAP. 2„ 3" WIDE PAINTED p z a i /--- 8" DIAMETER STANDARD STEEL ' STRIPES, TYP.,, PAINT �? I PIPE FILLED WITH CONCRETE, :d I (2) COATS HANDICAP o p °D PROVIDE DOMED CEMENT WASH • � BLUE. ' u- p N CAP, PAINT' PIPE (2) COATS N M / 0 p-J TRAFFIC YELLOW. PAVING 1'-6" .DIAMETER. CONCRETE BASE 2�' NOTE - = o ACCESSIBLE PARKING SIGN SHALL CONFORM TO CURRENT'"STATE AND ►� LOCAL CODES & REGULATIONS 1'-3,,R. - 2`' ,- :-: • NOTE SIGNS IN WASHINGTON STATE SHALL ALSO READ "STATE' DISABLED PARKING PERMIT REQUIRED". x`PAIIVT D ACC SS`IBILITY SYMBOL, ..ACCESSIBLE PARKIN SIGN & POST RE -tL2�1 1 2C-4 R E 1. 2 A-1 I 30" DIA. CAST IRON CONC. COLLAR PATCH PAVING TO MATCH -MANHOLE RING & PAVING, EXISTING, WHERE DEMOLITION COVER WORK HAS OCCURRED (LANDSCAPE RISER, WHEN PLANTER WHERE REQ'D OCCURS) _....._._....... TOO CONC. GRADE RING, _ /Q •� o, T MAX. HEIGHT, I o o°o o ° GROUT INTO V' o PLACE m o w p ,Q ' 4'x4' PRECAST CONC. Q U- w (3 cY`0 J - a VAULT LID W/ 37" a 0 _ ° o . °0 ov - - lu - - T DIA. ACCESS HOLE. o cn w r� OFFSET ACCESS w m o -• HOLE FOR ACCESS w v --. e TO STEPS. ° o w v ° 9 MANHOLE STEPS, ° TYP. tn o GROUT SMOOTH ALL `: INTERIOR JOIN Ts _ coDi - ° BLOCKOUT OR•SAW CUTEEO ' 4'-0" V' OPENING FOR PNEUMATIC` TUBE TRANSMISSION LINE - 4 & ELEC. CONDUIT. GROUT cD _ SOLID AROUND PIPES _ rT _ D� PNEUMATIC TUBE fT` TT` o d o TRANSMISSION LINE PRECAST 41x4' y & ELEC. CONDUIT, 3'-0' CONC. VAULT RE 1.2A-1 & 1.3-'1 -- SAW CUT EXISTING PAVING PRIOR TO TRENCHING WHERE REQUIRED CONTINUOUS DETECTABLE - .WARNING TAPE, MAXIMUM - DEPTH 18" v BACKFILL, MAX. 8" LIFTS, p° eon $ vv COMPACTION AS FOLLOWS 0 0 0 7 95Y PER ASTM D 1557• o o U o °v FOR COHESIVE SOIL(. °o �8QQ 95/ PER ASTM D 4253 & o do" °a 4254 FOR COHESIONLESS v SOILS 92Y PER ASTM D 698_ WHEN 'gyp a lu 95% COMPACTION CANNOT BE ATTAINED v o 4" NOMINAL O.D. x. 16•..GA. o U o 000 ° o 0 oo° A513 GALVANIZED' STEEL o° TUBING AT ALL UNDERGROUND TRANSMISSION LINES, RE: 1.2A-1 & 1.3-1 l . -BED PIPE IN LAYER OF CLEAN WASHED SAND CONDUIT FOR ELECTRICAL, - CCTV & COMMUNICATIONS, -� - RE: 1.3-1 & 9.4 Ao VAULT PNEUMATIC TUBE TRENCH RE 1.2A-1 RE: 1.1A & 1.2A-1 T911 21-618 911 4_0 � & ___, t— —1 ol FUEL ISLAND EQ EQ PIPE BUMPER, FUEL DISP'-""'-" �`— RE. 1.2D-6 RE: 3.9A-2 6" RADIUS, TYP. T.S. COLUMN, PAINT TO MATCH "ICI PAINT STORES" 01064 WHITE WING 1THHII x SLA �' h � TCKNESS o M N r - - RE 3.9A-2 EXPANSIOt r . OUTLINE OF CANOPY COLUMN JOINT FILL FOOTING BELOW (CONSTRUCTED TYP. WITH w I BY CONTRACTOR) SEALANT Z. _ - FUEL DISPENSER (INSTALLED o w BY FUEL SYSTEM F I,, / CONTRACTOR) Q - 1.2D-5 _ o - -. - - - 6" RADIUS, TYP. ' 6" RADIUS, TYP. DISPENSEF - CONTAINMI o _ ( METAL FUEL ISLAND FORM, CONT. SYSTEM PAINT TO MATCH ICI PAINT (INSTALLED BY " STORES#1064. WHITE WING M FUEL SYSTEM ---- FUEL ISLAND CONTRACTOR), r? �� PIPE BUMPER RE:3.9A-2 - — - — -� RE: 1.2D-6 METAL FUEL ISLAND FORM, CONT. RE: 3.9A-2 6" CONC. SLAB, W/ 13x13-D5xD5 W.W.F. 1/2" x SLAB THICKNESS EXPANSION JOINT FILLER,; TYP. WITH SEALANT CONC. FUEL ISLAND CURB OVER. COMPACTED. FILL MATERIAL. 41-011 PAINT TWO COATS TRAFFIC 8"R RED TYP. \ STANDARD 4" 0 STEEL PIPE CEMENT _WASH SLOPED 1" 47R ABOVE CONC.SLAB - TYP. FINISH CONC. SLAB J h V-0" 0 CONC, FOUNDATION NOTE: VERIFY, LOCATION .OF o°�°� UNDERGROUND UTILITIES I BEFORE. DRILLING FOR CONC. °L i FOUNDATION. l FUEL ISLAND PIKE BUMPER'., 1/4" RE: 1.2A-1 l +ssurW I 11 0 --' —--------------------- 3�r4„ aid �4 j Y411 � 1 . � waN w. ,-..r .�.. rr- laY. wN- .®.r. r.® w.1.. rw a.-r rr- wv. .w.. ...-�• a.- •-r,- .un.•r r+.w aaaa wrr -nw .nr+" r...r r.w .rr -r.- s.N .. _-.- .wp .oM. M � � I . I . I m 2.06-3 1 2.08-3 3'-011X31..011X11-011--- FTG. CENTERED ON i 1 COLUMN 2.08-4 IL2.1B-8 I :I� I I T 2.06-4 SIM. 3'-0"X31_0,1X11_011 FTG. CENT{E/R�ED ON is I _ � —COLUMN I I i I {; I I; I 1 � 2.08 3 f• I 1� I 51- O11 X31- 0 11XT-011 �--- j FTG. CENTERED ON t COLUMN 2.013--4 I :.} �...:.:J. -SIM. 31 il 11-011 FTGIV/. //C�I,VV EJINTER`ED ON COLUMN I z2-OB-4 1 I I 1 �i 1 i . •'i I 1; ' I (1-011X31-011XV-011 I FfTG. CENTEREDON i I COLUMN i ! 2.OB 4 I 12.0E-3 .........--------------- ----•--------------•---- ................................. ------------ .;'.-"; I 1 i I HOLD DOWNS AT i i I X-BRACING, TYP., cp RE: 2.2A-1 & 2.26-6 "1' 2 0E3-3 ......�.. r- ,... ... .r_. ... _... _.. ,. -..... .r . m.. r....�. \�_-_T.O. jFDN. WALL + EL-1 100'-8" AT THIS AREA ONLY 1 21 + 0„ 91 - A 11 � 2 51-- 41 i----.--------_._—.. .---- '--� I ! .STRUCTURAL NOTES RE: 2.OA-1 1. DESIGN INFORMATION AND LOADS USED: A. USED THE 1997 STANDARD BUILDING CODE. mov sr-.- C. ROOF DEAD LOAD ................ 20 PSF D. WIND .................................... �1/0�O MPH, EXPOSURE C Moir uu o--.c-r—G ISLI G...�Y.`:".T_5-5... "5:....... 2. FOUNDATION- A. A SOILS REPORT PREPARED BY UNIVERSAL ENGINEERING SCIENCES PROJECT No.15678-024-05 REPORT NO. 106588 DATED 3/24/00 W/ ADDENDUM WAS USED IN THE DESIGN. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT UNLESS NOTED OTHERWISE. B. AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF WAS USED IN THE DESIGN. C. ALL BACKFILL COMPACTION WORK ADJACENT TO RETAINING WALLS/ FOUNDATION WALL/ DOCK WALL ETC. SHALL USE LIGHT DUTY HAND OPERATED TAMPERS WITHIN 3'-0" DISTANCE FROM WALL. 3. CONCRE -rE: A. STRENGTH .............. F'c-3000 PSI (3500 PSI FOR SLABS) B. REEIAR USED ........... ASTM A615, GRADE 60. WHERE. WELDING REQUIRED USE ASTM A706, GRADE 60. C. SLABS AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. D. SAWN JOINTS !N SLABS ON GRADE SHALL BE MADE AS SOON AS POSSIBLE WITHOUT DA1+,IAGE TO SURFACE. E. MIN. CLEAR CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: 1. CONCRETE PLACED DIRECTLY AGAINST EARTH .... 3 INCHES 2. FORMED SURFACES EXPOSED TO WEATHER OR EARTH-* A. 05 BARS OR SMALLER .........1�rz INCHES El. *6 BARS OR LARGER ...........2 INCHES 3. SLABS ON GRADE ................. CENTER OF SLAB F. MIN, LENGTH OF LAPPED SPLICES SHALL BE AS FOLLOWS UNLESS NOTED. STAGGER SPLICES SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION UNLESS SHOWN OTHERWISE. WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT THE SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. BAR SIZE SPLICE SIZE 03 1611 04 2211 105 2 711 *6 35" G. PROVIDE (2) *5 BARS, ONE EACH FACE, WITH 2'-0" PROJECTION! ON ALL SIDES OF ALL OPENINGS IN CONCRETE. 4. SPECIAL INSPECTIONS: RE: 2.2A-2, NOTE 5 °0UNDAT1 �� �L PLAN r4 sm CONSULTANT „5/co I em/00 a�o.�nr CK 9"S act ore omi FB I d/2Voo I'p UI" ATION/ SLA PLAN I rsauED 1 GRID LINE r -----BASE PL y/W0x10 uj M /-J r�ikooe 0. I. A AN T5 4x4x% COLUMN (4) %` DIA. A.B. W/ DBL. NUTS FOR ] 12" LEVELING Sol 11/2" NON -SHRINK GROUT ELEVATION COLUMN BASEPLA*rE RE: 2.OB-5 GRID LINE GRID LINE - - TS 4x4xIXGCOLUMN COLUMN BASEPLATE, RE: 2.08-2 FOR EDGE OF SLABS . CONNECTION A'T SIM. CONDITION-- , I i . � /-cork. SLAB, 100'-0" _ T.O. 5LA8 � � .'•� "�;i�� 'F x— }- �- 03 TIES (21"x11")-- ° ,rrmr ..� (3) AT TOP 5" AND all O.C. AT REMAINDER' ° AT COL. CONC. SLAB/ - '° 1 ° FOOTING, _ _':.s.. v RE: 2.013 Q . ..o 98'-0" _ rTG. ^ to 1 4 �OLUMN F O'eO— —TI h G �1 y 1'-011 RE: 2.OA-1 ISOLATION JOINT CONC. SLAB, RE:2.1A-1 —� T TYP. FDN. WALL REINF., RE: 2.08-3 • a + LINE OF FDN. % WALL BEYOND r LINE OF WALL ' FTG. BEYOND i CONT. WALL FTG. REINF., RE: 2.08-:3 17 0 0 40 A 0 G RE• 2.1A-1 0 /-- (4) 04 DOWELS AT CENTER OF 8" FOOTING l 3'-0" x 3'-0" CONC. FOOTING W/ 05 AT 12" O.0 EA_ WAY, 1 (CENTER 014 COLUMN) 6" METAL STUDS RE- 2.013-3 FOR SIM. CONSTRUCTION 100' -0" 1".0. SLAB/ 'NAtL�� ~ 1-4 HORIZ. CUNT. AT 16" O.C. AT PILASTER OFFSET LOCATION OF VERT. DO101ELS AT PILASTER, 411 RE 2.08-3 SIM. 'f Pt T.O. FTG.� *5 CONT. AT PILASTER �1 GRID ►INE PL 3/4x5�/2x10 �-- w 11/21. ! 31/2" 131/2" 11/2co z PLM J EDGE OF --- 7 FOUNDATION WALL i TS 4x4xYr, , /4 COLUMN — Q2" NUN -SHRINK GROUT i (4) %" DIA. A.B. j 12" W/ DOUBLE 311 9c►'-6" NUTS FOR WALL LEVELING. / it.1�OL N ASEPLAT 210-011 RE, 2.08-4 COLUMN FOOTING /a RE 2.OA-1 TS. 4X40is COL. GYP. BRD. 'SHEATHING 'DUR-O-WAL' D/A 2133 VENEER TIES AT 16" O.C. 3.2T3-3— 51/q" , 3"" HORIZ. & VERT. W/ CONT. BRICK VENEER, RE -'�`I '� -9 GA. PENCIL ROD REINF. 1" AIR SPACE— �` AT 16" O.C. `' \ _ I I FLASHING, RE: 3.1C-7-----_--;_':: 6"06 GA. STUDS AT WEEP HOLES AT 24"— — j 16" O.C. O.C. CONT. 16 GA. TRACK W/ 0 4 I -_�/z" DIA, x 8" A.B. W/ CONC. WALK, RE: 1.2C-2 i WASHERS AT 24" O,C. 1/2" EXPANSION JOINT FILLER, - W/SEALANT (3) 05 CONT-' TOP & BOTTOM 04 CUNT. TIES AT 16" O.C. 8" SPLIT FACE CMU GROUT SOLID, RE, 2.08-6 04 VERT. DOWEL W/ STANDARD HOOK AT EA. CELL 1/2" EXPANSION J61NT W/ SEALANT 8" SMOOTH FACE CMU BELOW GRADE COLUMN BASE PLATE RE: 2.0B-1 05 AT 12" O.C. EA. WAY I 0 N o-' iX .0 x.s..,...:..._x r, O o - ..�.., �•i• .. o L .... sue:... o. ,..,.. "r .� o I ')o u \\--4" CONC. SLAB W/ 13x13 D5xD5 W.W.F. VAPOR RETARDER 36" 04 AT 18" O.C. 18"1 3 AT 18" O.C. 2'-0" 3 FDN, WALL & FOOTING 1" . 1'-0" RE: 2.OA-1 GRID LINE I I 0 2 iv 6 04 COLUMN SURROUND 11/2" w 11-011 RE: 2.OA-1 & 2.08-5 04 VERT. AT EA. CELL * 3 TIES AT 16" O.C. STEEL COLUMN & BASE PLATE, RE* 2.OA-1 & 2.OB-1 SPLIT FACE CMU COLUMN SURROUND, PAINT, TYP., RE: 3.28-3 SEAL A/m r coUS" U, L 7 A N T 0 Q2 GK 9995 0Oto DAn F13 6/2Vg0 PILASTER FOOTING RE: 2.OA-1 0 { F C N Q h MHA., Tq'' MIN- I V N MEET GRADATION Q Z A 4 KLUWVVU HI tLAMMIVM VYALL 't--- `�t'� o BEYOND DOOR=-'-'�' o 0 0:0' o • ooQ i 00 4" CONC. SLAB - Oa C,QN54LN. 4T REQUIREMENTS ASTM o0 O RE Z.16-3 q o 2Yq C33- SIZE NUMBER OO W/' 13x13-D5xD5 3 OR NUMBER 4. ,�T__ W.W.F. 1 PIT DIMENSION EXTEND 18" BEYOND WASHED. GRAVED: MIN.'S PIT DIMENSIONS PIT DIMENSION �( RE: 2.18-2 IV / .�74 .0._HEADER /a ! - /f6 C4� UMP� �f'FF NF'AhFR` p -GK 9Q93 5 WO 9147 Ti. - Ah N 1.1 Q 307 310 1.9 M 36'-811-011 _ 35'-3#/2 -'- 51 51/4" Lo ( — — — -- - I _ �iit #; wL't f .301 FREEZER COOLER 303 , � ( I 103 - 102� I • ,1 3.1B-2 • - I � N I 343 Cam--.(:3�)- ... Q I _:.......•-. ... _ _-..........._ _...- -._ . _.... _ _. - ... ... _ _... .- ... ._.... _ -.... 30� �� 3.8B 5 .......................— ,� ( 2 301 ( ACCESS DOOR h ( 7 IN WALL ABOVE ' i COOL,ER,.RE 3.5-3 -- I , 3 8B 6 I o r—3.8B-7 307 I '� Opp. i ' I _ # # s 304 .- MAIN SALES t� I (, , _3 30� - = _ ---- i l - , jj tCF RE- 3.5.1 U 2 RE3.5-1 �I! '�� 3.8B-3 ( . , 4J i 306 R�, 3.5-4 I: � # - --- -- INTERIOR ELEVATIONS ' I _ _ 3.1B 3.18-1 I _... _._._. ... _ _Go ..._ - i s` 1 S 8B 3 I - I 11 — t 1 , � o ILo I � 3 88-7 i II` 11 21-1i/2" # q' 7' •# I i.,, �,, — - - -- - _ r -CE - �r ! ,304 —5 1 � N 302 I f• -03 312 I gp �-- = in \ _� rN • i 3.sB-s s.311 L -..... _# 1 308 ROOM - N 342 �1 711 _ 11 1 310 I 7'-6'1 4 4#--.....i 7�-7" r:_.... }.` 1:� 71'9#/211 # 1, : 8B 3 5 - : 6.......... CASHIER AREAij �r11'/2 is .31-1011 =1 304 OPP. N , I C.y. ..�,M.,mr _ — i..... .OB-1 I - ' it .� 3 r ; ; _..._ -..... ... .... ......—... ._._�= —f f :1.... ^— Via_-- __ N �- CA 300 300 3c8 OU • r : — — t r //--�� / 1 ' ram- �• c.J i i C3 2 . 77 s i a308 r CA VESTIBULE WOMEN S :E:::.- _:.;FILE I I�NS I , #" ROOM - j I `'E- 300 RESTROOM 109 RESiR00 J IEO Ng ( i .... —.. �...... - 5 301 342 I ' I 301 S i _:.. 91-411 Q 1/411 - 11 — 011- 307 308 305 310 FINISH FLOOR ELEVATION-51.75 RE: 3.0A-4 RE: 3.9A ALL FIXTURES AND EQUIPMENT E CERAMIC WALL TILE. RE: 3.4-3. TYP. , 5 - 2 _ - cn i ' N i } FACE OF I f ' �_6FACE OF FINISH 1'-4 I FINISH RIGHT ELEVATION WOMEN'S RESTROOM 10$ LEFT ELEVATION MEN'S RESTROOM 107 FLIGHT ELEVATION MEN'S RESTROOM 107 OPP. HAND LEFT ELEVATION WOMEN'S RESTROOM. 108 OPP. HAND i 21_ O1 CERAMIC WALL / TILE, RE: 3.4-3. / TYP. Lo � v TO BOTTOM OF HANDS FREE DISPENSER OR TO CENTER OF CRANK ON FFTI HAND 'CRANK DISPENSER `--CERAMIC WALL TILE, RE: 3.4-3. TYP. 6" 4' - O" o N WOMEN'S ONLY 51/411 , — — ... SPACE 1" ARSPACE 0 � EXTERIOR, 00 GYP. BRD. Y w N - - - f--� SPLIT -FACE $r 0' J CMU VENEER, TYP, PAINT, u \ - - RE: 3.26-300 ,a ' Lo FLASHING, TYP., _ RE: 3.1C-7 U 4 5 STEEL STUDS, RE: 2.OB-7 R-19 BATT .. � _ INSULATION' k f 3.3C-4 ri-) ri -i) tia. r ISSUED --i - 5" 24 GA `COUNTERFLASHING. FASTENERS THROUGH NEOPRENE DISCS AT EACH - CORNER AND 18" O.C. MAX ' 2x NAILER W/ BEVELED SIDING ON TOP 2x2 PRESSURE TREATED PREFAB CURB, BY MECHANICAL FASTENERS THROUGH NEOPRENE WASHERS WOOD .NAILER CONTRACTOR SEESPEC. AT 24" O.C. SECTION 15890 MECHANICAL DUCT 24 GA. GALV. SHEET METAL COPING W/ THROUGH ROOF BASE FLASHING OVER *30 22 GA. CONT. HOLD DOWN CLIPS DECK, RE: 5.1-2 "& 3 TYPE IV FELT -' SET FELT IN HOT ASPHALT, EXTEND ' - SEALANT, TYP ; FELT & BASE FLASHING METAL FRAMING, SEE, STRUCTURAL J UNDER CAP FLASHING BASE FLASHING OVER t/2" PLYWOOD E-t I WOOD CANT & NAILERS SHEATHING, EXTEND OVER PARAPET NAILER w j ROOFING PLIES CANT STRIP OF FIBER :OR PERLITE r l ROOF INSULATION,' BUILT-UP ROOFING EXTEND, ROOFING PLIES i Ye TO 2" ABOVE CANT D►" RE 3.36-3 TAPERED EDGE STRIP OF; FIBER OR PERLITE L METAL DECK I I STEEL JOIST, ROOF INSULATION, RE 3.38-3 t RE 2.2A-1 I 5 li 6 1 4"x6"xl/4" METAL PLATE ` 1 1/6 1 AT 4'-0" O.C. (4 MIN., 1 AT EA. • EXTERIOR GYP. BRD. ANGLE SUPPORT Al FULL CORNER) WELDED TO CURB PERIMETER OF CURB, & ANGLEAONLY REQUIRED AT 1" INTEGRAL COLOR E.I.F.S., RE: 3.26-3 RE' 2.2A-1 CURBS W/ A/C UNITS) COPING, PARAPET & ROOFING PREFABRICATED CURB 1" 1'-0" 1t/2" 1'-5 il RE: 3.3A-1 RE: 3.3A-1 & 5.0-1 & 5.1-3 & 6.OA-1 PRE -SHAPED METAL SECURE EQUIPMENT TO CURB W/ 5/a DIA. x 21/2" NEOPRENESD 5CS0 AT H COUNTER FLASHING LAG SCREWS AND WASHERS AT EACH LEG. 24" O.C. CLIP W/ 'RECEIVER CANT BEYOND 24 GA.)G.I. PREFABRICATED METAL 'CAP- BASE FLASHING 2 PLY COMPOSITION STRIPPING BASE FLASHING FASTENED, AT 81, O.C. FASTENED AT 8 O.C. OVER PRIMED SCUPPER FLANGE 030 TYPE IV FELT SEALANT SCUPPER FLANGE SET IN PLASTIC DRIP W/ CEMENT OVER 54"x42" LEAD ROOF PLIES HEMMED \ FLASHING & ROOFING PLIES EDGE NAILED TO BLOCKING ROOF DRAIN, A T-6" 2'-0" RE, 3.3A-3 �- J I _ TAPERED PERLITE / �i 450 I I INSULATION 2x4 NAILER z 2�� - - METAL DECK �\ / o / a ROOF INSULATION \\�� _j � w PREFAB CURB, SEE (n z TAPERED EDGE .r z v STRIP ' SPEC. SECTION 07700 METAL, _DECK INSTALL SUPPORTS TO � S�� � WOOD CANT AND JOISTS W/ BLOCKING NAILERS ddOCD CURB OP1'I®1'� AT EA. SIDE OF DRAIN - (3) 2x W/ END JO NTS 8"x6" GALV. STEEL SCUPPER WELD METAL, CURB TO ROOF STAGGERED 2'-0" MIN. Y SET IN PLASTIC CEMENT W/ THREE -I � DECK, RE: 3:38-2 � COURSE COMPOSITION STRIPPING 12" WOOD NAILERS TO MATCH AT VERTICAL EDGES, PAINT ALL CONTRACTORS OPTION: INSULATION THICKNESS W/ _ VISIBLE EDGES TO MATCH WALL. TREATED WOOD EQUIPMENT CURB FASTENERS AT 4'-0" O.C. °0 STAGGERED. �CU�� i �� ' �RAiiV ISOMETRIC C� EQUIPMENT CURB STEEL SCUPPER RE: 3.3A-1 & 3.3E3-1 RE: 3.3A-1 & 6.OA-1 GRID LINE 24' GA.'G.i. SHEET 94" ��/ STANDING SEAM METAL METAL FLASHING f ROOF, OVER 300 ROOFING TO MATCH ROOF_ FELT, RE 3.2B-4 W/ 22 GA. CONT ` HOLD DOWN CLIPS - PLYWOOD Y4" PLYWOOD STANDING 'SEAM METAL ROOF,-=� 6 12 a4 L D � SHEATHING - OVER 30*ROOFING FELT, \ �`; •; 24 GA. G.I. CONT:- "�- RE: 3.26-4 SHEET METAL - FASCIA TO MATCH PLYWOOD SHEATHING ROOF (NO SEAMS; TYP.) I METAL- FRAMING- METAL FRAMING,` RE' 2.3 1 & 2.4 1 1 SEALANT &BACKER .ROD RE 2.3=1 & 2.4-1 \ I I t .� 1 ; E.I.F.S., REF: 3.26-4 ° t 24 GA. G:I, SHEET METAL— EXTERIOR GYP: BRD: FLASHING TO MATCH ROOF I ° r--� W/ 22 GA. CONT. HOLD FRY REGLET TYPE ST / ( I z DOWN CLIPS I i SPRINGLOK FLASHING WINDLOK CLIPS. P DE - I .. I METAL FRAMING,,,'. MFR'S PREFABRIC ED ��-= �/ �-- _ z RE, 2.3-1 & 2.4-1., REGLET CORN S NO SUBSTITUTIONS). _ I j I r - y` SEALANT & I I BACKER ROD PLYW00 f i �4" PLYWOOD } 5/$" .EXTERIOR 24 GA. G.I. CONT: SHEET I I GYP. BRD. METAL FASCIA TO MATCH _ ► I ROOF (NO SEAMS, TYP.) \.. L 1 E.I.F.S., RE: 3.28=4 ----------------- -� R 3.38-3 i ?�,,I AL LIL M WALL AT -METAL ROOF m 1 SIM. , 11/2 -O RE 3.1A-2 RE:3AA-2 3.36-1 GRID LINE f T.O. FRAMING f I STEEL ANGLE, RE: 2.28-1 -- ROOF INSULATION, RE: 3.3B-3 III 113'-3�/2" T.O. ANGLE 1" INTEGRAL COLOR E.F.I.S. FASCIA, RE: 3.26=4 10" 3�� 015 BUILDING FELT ' MOISTURE BARRIER '�, TYP. METAL FRAMING,-� RE 2.2B-1 EXTERIOR GYP. BRD. R-19 BATT METAL DECK, INSULATION-�� ` RE: 2.2A-1 1" E.I:F.S. SOFFIT, STEEL_ JOISTS, RE: 3.213-4� - RE: 2.2A-1 FASTENERS THROUGH NEOPRENE WASHERS AT 24" O.C. T.O. FRAMING METAL'- - 24 GA. GALV. SHEET T.O. FRAMING _ _ - I COPING W/ 22 GA. CONT. 1/2" PLYWOOD HOLD DOWN CLIPS, PAINT V SHEATHING 1/2" PLYWOOD PARAPET CAP- OOF INSULATION, 1" INTEGRAL COLOR j E 3.313-3 E.I.F.S., RE: 3.213-4 -1113-'--9" / r T.O. FRAMING 2x NAILER W/---- - METAL DECK, / BEVELED SIDING 6� 10' RE 2.2A-1 ON TOP 3.3C-1� / .{ ANGLE, AEEL \-- A METAL FRAMING,------- / STEEL EL RE: 2.4-2 / EXTERIOR / CONT. METAL GYP.XTE. BLOCKING, TYP: 1" INTEGRAL COLOR ` f -\ STEEL JOISTS, E.I.F.S., RE, 3.2B-4 RE 2.2A-1 R-19 BATT j1-10- 6-��. - INSULATION FRAMING --- - W GYP. BRD. OVER 1/4" DRIP I VAPOR BARRIER 24 GA. GALV. SHEET METAL --- COPING W/ 22 GA. CONT. HOLD DOWN CLIPS, PAINT CONT. P.T. 2x NAILER-_1_____� SEALANT METAL FRAMING RE: 2.2A-1 �/2" PLYWOOD-, SHEATHING GRID LINE STEEL ANGLE, � 'RE: 2.3 ROOF INSULATION, - RE: 3.3B-3 METAL DECK,-\ RE: 2.2A-1 \ STEEL JOISTS RE: 2.2A-1 ' ISSUED 119'-0�/2" - , T.O. FRAMING" -Y4" FR-S COX PLYWOOD - -CONT. P.T. BLOCKING - _ sr - / , _ CONSULiMT ^ - 114'-0�/2" T.O. BEAM ' 10" � � - �- STEEL BEAM, %" EXTERIOR GYP. BRD. - METAL FRAMING, RE: 2.3 R-11 BATT INSULATION -- TS BLOCKING TS BLOCKING RE:2.2A-1 Y B.O. SOFFIT FRAMING EDGE TYP. SOFFIT VENT,---2" 2" INTEGRAL COLOR BETWEEN JOISTS BETWEEN JOISTS s� "j" RE 3.7B-6 E.I.F.S., RE 3.2B-4 R-19 BATT PARE ! �_ 2" E.I.F.S., e /a P. BRD. -�, �„ � INSULATION 1" - 1'-0" 1 1 0 RE: 3.2B-4 RE. 3.3A-1 & 2.281 - RE: 3.1A-1, 3.3A-1 & 2.4-2 - -- INTEGRAL `COLOR E.I.F.S., RED 3.213-4 TS 3.3B-1 - - _ RE: 2E� GRID L E 2" PLYWOOD \ , 111 0 116'-01/2'.` .: � - _ ` SHEATHING 116 -0/2 - `. \ 116 -0 N ALUMINUM, T.O. FRAMING STOREFRONT, T.O.�.FRAMING / ' - - - T.O. FRAMI G RE:3.8A-2�p STEEL ANGLE, /4 DRIP RE: 2.3-2 3.3C-2 - -/2" PLYWOOD 5/a" EXTERIOR - �' I - - - �' SHEATHING PARAPET EDGE, TYP. GYP. BRD. - ROOF INSULATION, a it RE: 3.3B-3 / // - ROOF INSULATION, 1" 1 0 METAL FRAMING,----. � METAL DECK, 1" INTEGRAL COLOR -�\ / RE: 3.3B-3 RE 3.3A-1 & 2.4-4 RE: 2.3-2 �� RE: 2.2A-1 E.I.F.S., RE 3.2B-4 / " METAL DECK, R-11 BATT METAL FRAMING,---_ / RE: 2.2A-1 INSULATION RE: 2.213-3 EXTERIOR ---_�_ GYP. BRD. _ - 1" INTEGRAL COLOR T.O. BEAM STEEL JOISTS, E,I.F.S., RE. 3.26-4 ARE 2.2A-1 - STEEL ANGLE, RE: 2.28-3 o„ 3li'L TS BLOCKING - - S CONT. METAL STEEL BEAM, \ �` BETWEEN JOISTS 113'-0" RE:2.2A-1 I B.O. FRAMING BLOCKING, TYP. 1" INTEGRAL COLOR --\ \ DRIP STEEL JOISTS, E.I.F.S., RE 3.28-4 RE 2.2A-1 EDGE, TYP. 2" INTEGRAL COLOR R-19 BATT E.I.F.S., RE: 3.26-4 �' !� R-19 BATT SOFF VENT, RE: 3.76-6 INSULATION - INSULATION 111'-01 2" INTEGRAL COLOR _ NOTE:E.I.F.S., RE: 3.28-4 /a GYP. BRD. OVER B.O. FRAMING WALL FRAMING CONTINUES VAPOR BARRIER /4 DRIP TO UNDERSIDE 'OF JOIST EDGE, TYP. BEARING ANGLE AT SIM. _ PARAPET CONDITION, RE 2.2B-2 PARAPET RE 3.16-1, 3.3A-1 & 2.3-2 RE: 3.3A-1 & 2.25 6=3 - 3.38-1 - - - ��--- 3.3C-2 �/2 :PLYWOOD -� 116'-01/211 116 0 SHEATHING \\ 1" INTEGRAL COLOR E.I.F.S., f - ROOF :INSULATION, RE'- 3.26-4, TYP. UNLESS T.O. FRAMING t . - - T.O. FRAMING RE 3.36-3 OTHERWISE NOTED 1" INTEGRAL COLOR E.I.F.S., RE- 3.26-4, TYP. UNLESS - _ �- 1/2" PLYWOOD METAL DECK, \ ( a EXTERIOR OTHERWISE NOTED SHEATHING RE: 2.2A-1 P. BRD., TYP. COPING, COPING, RE: 3.3C-1 SIM.- ROOF INSULATION, ,� `RE: 3.3C-1 SIM: �' 'A" PLYWOOD -� 7 miry. SLOPE - RE 3.38-3 I ISSUED 1 H _ RIGHT SCHEDULEAL L'- FINISHES. RE: 3.5 REAR, TYPICAL ROOM FRONT J . .7.1 ;. :. - LEFT g" � FRONT. RIGHT REAR E LE Y - R00m � �OoM NAME ROOM MAT 'IN ' . SIT MA T FIN HT MA FIN HT MAT FIN HT . _ REMARK No. s .101 MAIN SALES 0 1 50 - 01 50,52 01 50 .01 50 -- 101 , 102. COOLER WALK-IN BOX, OWNER FURNISHED. 102 J�' _ CONTRACTOR INSTALLED r_ 103 FREEZER _ WALK-IN ROX,:OWNER FURNISHED, 103 s •r — CONTRACTOR INSTALLED 104 UTILITY :ROOM Oi 21 - 01 21 -- 01 21 01 21 104 105 DATA FILE ROOM 01 01 01 01 105 105 CASHIER AREA 01 X i0 �. 0 1 tt 10 �, 01 50 - — -� 01 - 50 ..: -� (w) AT SUSPENDED WALLS,RE: 3.7A-1 .105 107 MEN'S ' RESTROOM 0i x -� ©9 - 0 1 0i x ,,, PAINT CEILING I'll 107 (-) CERAMIC TILE RE., 3.4.3 108 WOMEN'S RESTROOM 01 � - n1 � -- 01 01 PAINT CEILING "tlTl 108 t CERAAMC TILE RE: 1019 VESTIBULE 01 20 -- 01 24 20 01 20 ' _ 109 SCHEDULE OF INTERIOR FINISHES MATERIALS (FINISHES _ CERAMIC TILE 01 5/g" GYP. BRD. (WATER RESISTANT 40 EGGSHELL LATEX (REGAL -AQUA VELVET) DAL -TILE CO, <. BEHIND TILED WALLS) 41 ACRYLIC LATEX PRIMER (FRESH START *2300) 60 4"x4" ODH-69 DENIM 02 %2" O.S.B., WITH EXTERIOR GLUE 42 LOW -LUSTRE OIL BASE ENAMEL (SATIN 1MPERVO) 61 4"x4 sD-1469 GALAXY ,PAINTS 43 PEARL LATEX FINISH (REGAL AQUA PEARL) 62 4"x4" OK-189 NAVY 10 "BENJAMIN MOORE" - 41472 63 4"x4" *D-X114 ` DESERT GRAY REMARKS 11 "BENJAMIN MOORE" - 01475 50 = REFER TO SHEET ' 3.5 FOR MATERIALS, COLORS GENERAL NOTES :,.. ADDITIONAL INFORMATION & RELATED FINISHES. PANELING NOT USED 1 NO FINISH REQ'D ON WALL AREA CONCEALED 20 "MARLITE MODULES SYSTEM", 24"x24"xt/2 (NOMINAL), BY PERMANENT FIXTURES. EXTEND FINISHES STANDARD 8'-0" MODULES WITH "BLONDE CURLYAPPE18ABEE AREAS �"B'"'�`�' AT LEAST 6 BEHIND FIXTURES UNLESS NOTE( �03+0+� I!EE+8`" OTHERWISE. LEAVE GYP. BRD. EXPOSED WHERE MAPLE-tAMD-341 FAUX FINISH ON MEDIUM DENSITY FIXTURES ARE PERMANENT. REFER TO SHEET FIBERBOARD.USE MANUFACTURERS STANDARD -CLEAR SATIN ANODIZED EDGE AND CORNER TRIM AT ALL BRE)3.5. CORNERS AND EDGES. MAINTAIN FULL HT. (24") PANELS 52 ALIGN WALL FINISH 'W/ FACE OF FREEZER/COOLER, 2 ALL GYP. BRD: APPLICATIONS SHALL BE TAPED BETWEEN '8'-0" A.F.F. & 2'-0" A.F.F.. CUT APPROX. 6" RE: 3.7B-2. & SPACKLED (FIRE TAPED) ' OFF BOTTOM EDGE OF PANELS BELOW 2'-0". 21 "KEMLITF" GLASBORD W/ SURFASEAL -BES 383-PI ' COLONIAL WHITE. (NO SUBSTITUTES). PLACE JOINTS AS CLOSE TO FLOOR. AS POSSIBLE. WOOD CAP W/ PLUGS, PAINT TO MATCH WALL ' TO — (2) RECESSED SCREti 103 011 — — — -- (PLUGGED) AT 24" C T.O. FRAMING , C1 _ 2x BLOCKING TYPICAL PATTERN -REPEAT ALL WALLS` OUTLINE OF OWNER t/411 5/a" LAG BOLT FURNISHED COUNTER \�-- 35/g" STEEL STUDS t1 NOTE:,'/a�1.:.GYP. BRD.,<RE: 3.4-1 — \ - ., 16 O.C. PROVIDE 0 D 1- 1 60 6 6�F S06 fit ?60 & 3.5 OR W FIN H ALL IS. � � FLOOR FINISH, RE: 3. BULLNOSE TILE AT { CONC' SLAB, RE: 2.1A DOORS _of O•a 0 T� a 0.a 1031_211''t p N i 2x2x1/4 At T x 41-8" EM O.. _ �.. INTO CONC Jo FOUNDATIO RE: 2.lA-1 F f BASE, TILE D o D Q. °: p p LOCATIONS BASE, RE; 3.6-4 _ o , O 0 Q \� 21-011 V, 21, 1� 00'-0" ^ — CONCRETE NOTE.FOUNDATIO BLOCKOUT FLOORFOR FOR INSTALLATION OF STEEL ANGLE. VERIFY RESTR00M5 LOCATION OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. `CERAMIC. TILE AT RESTROOM PARTIAL I'-IE HT MALL t/211 - 11_011 1t/2u 11-011 RE: =2. RE* 3.OB-1 & 3.4-I , 1A-1 & 3.OA-1 r y t e III 260 FRONT ELEVATION RE; 3.OA-1 / SHOWN IN/TRUE / OPEN TO STRUCTURE, r 11� / SEE 3.5 6, NOTE N0. 6 10 / f ELEVATION / �`�� �9C T .y 1T r-r rr-rl-rrr rr rf- r-r rr rr� -rrr rrr -rrr:flr'0} T 0 f 1 utU�liUlud�� C�Cttl�yCt: tl TJt CCTL�It jbttLtl�t1 CI �l(%j(lll�li�Cl�([j� ttT t1 �flItCltlLltttt:ttu, Muir } \ I L30) t--20 �J L�0) L3J �J �® FIXTURE LINE (TYP.) TOP OF MARLITE AT /� SEE SHEET 3.9A FOR 108'-0" IN SALES REARE L E f�iT I� EQUIPMENT LOCATION AREA, TYP. RE: 3.OA-1 i" 10 OPEN TO STRUCTURE, 11` ACCESS 34 � 0 32 3� SEE 3.5-6, NOTE N0. 6 �10 32 3� �300R CA3.78-7 Is lTlxrT'� qq' �rm r~r�nrrrr„ tttlttttt ij� �tn�.'ti_tttt�tit =tt»titttttt ��bdIatJr'�: tttitrt. r bt( Lt Lt1t1 L1 �1f1 LIJ--J1 i}�I1 .i.. 9 ' .. I..I HI ! I , If . Vj \ ti I is •: ;:� ':i : � • .i ..! � i ,.i (i ! ,•j .r i 1 t tt I I's All -J`t ..._:..... t. ,t............. .. .............. ,,....., _ :.... •t ---t' :i - i f __..:.:_i L i / L,EF o„ ELEVATION RIGHT ELEVATION �4 RE: 3.OA-1 RE; 3.OA-1 SQUARE'TUBING OR PIPE —,-- STRUT PER ASTM C635 & \, - 636.12 GA. WIRE THREADED (4) -, 12 GA SPL AY WIRES � THROUGH. FASTEN TO THE MAIN IN PLANE OF EA. RUNNER RUNNER AND EXTEND TO AND VERTICAL ANGLE 45 DEGREES FASTEN TO STRUCTURAL .MEMBERS MAX. SECURE 'ALL WIRES `ABOVE. STRUT SHALL BE APPROXIMATELY 2" FROM ADEQUATE TO. RESIST THE INTERS CTIONS. VERTICAL COMPONENT INDUCED -BY THE BRACING WIRES: MAIN RUNNER ' CROSS TEE \ S INSTALL BRACING . 12'-0" O.C. EA. WAY & -INDEPENDENT CADY - WITHIN 4'-O" OF SUPPORT CLIP AT EA. . PERIMETER WALLS LIGHT CONNECTION, SUSRe CEILING LATERAL BRACING N.T.s. RE::33A-1 7 GYP. BRD. 1---CONT. 6"x 16 GAUGE STEEL CLOSURE TO JOIST, CONT. ATTACH W/ BOTTOM SELF TAPPING SCREWS 4,� ~---_ �� `' OF OR SPOT WELDS,. TYP. MIN. --�� �. � STRUCTURE r � 6"x 16 GAUGE STEEL - JOIST AT 48" O.C., —s \ I �- GYP.BRD. SPAN (2) ROOF JOISTS, \ .TYP. \ BOTTOM CHORD OF JOIST \ 35/a" METAL STUDS AT 24" O.C. 5 „ -15 �� "METAL STUD --�� 3 /a x /a DIAGONAL BRACE- AT 48" O.C., I SIGN PACKAGE \ BY OTHERS. ANCHOR TO BOTTOM FLUTE OF ROOF DECKING AND AT PARTITION - STUD - _..... 3%" CONT. METAL - NOTE. GYP. BRD SHALL BE PAINTED AT ALL BLOCKING, PARTITIONS EXPOSED TO MAIN SALES. RE: 3.7B-9 S S ��� PARTITION 3 1i/2" - 1'-0" (PARALLEL TO JOISTS) RE: 3.1A, 3.18 & 3.7A-1 3%11 METAL FRAMING 0 W GYP. BRD. "MILCOR" ACCESS DOOR, RE: 3.8A-3 NOTE FACTORY,PRI ME D FINISH. FIELD PANIT ; TO MATCH ADJACENT SURFACES, RE' 3.5-3 ACC SS DOOR -.. 311 " 11-0I1 - - RE: 3.5-3, 3.8A-1 A -- .;� ISSUED OF DOORS HARDWARE , J.SCHEDULE .. RE: 3.OA-1 DOOR HARDWARE , DOOR No. 1 DOOR TYPE LABEL - _ DOOR SIZE DOOR DETAIL FRAME ALUM. - HNi REFERENCE NUMBERS CORRESPOND TO HARDWARE LIST IN THE SPECIFICATION (SECTION 08710) UNDER CORRESPONDING HEADINGS REMARKS Yl.�t IN Iv u RE:.7.18-8 * RE- 7.18-9 N• INSTALL FOR 10O DECREIr DEAU STOP ROOM No. DOOR. No. BUTTS 05 LOCK 52 70 CYL. (2)21 - p _ :;. PUSH PULL '.. STOP --- CLOS ER xx36 SiLEN CER - '- SIGNS 47 48,49 - - itAiSC. 64 �i�i.63.8 EXIT ALARM ,� x70 WIDTH ..., �o , '-IQ" HT. .- .. �o 7'-0" THICK NES5 1q" 1 �'' HEAD - 3.$A-f JAMB 3.�BG3 3.$A-s S1LL 3.-'�� 3.88.98 101 101 1 2 2 C D _. 3,_�„ 7,_O" iV 1 4" . s�� - 3.$A- 3.SA-7 __�_ - HIV! WOOD 03 08 15 .18 - - - _ '3.3 33 - _ 41 w _ - _ _ - _ UNDERCUT 1/2" -- -- 104 106 3 4 - 3,_O„ 2,_6„ 5 6 7 - D B F _ - �,_O- .em ,3'-0" 2'-6" �„_�„ 7'-0' 2'-0" , 1 �- s *41"SIIIII. MFR 3.8A-5 Sim. 3.8A-5 3.$A-$ 3.8A-5 3.$A-5 _ - - HM HM 03 03 15� .15 _ _ - - 33 ---- 33 _ 35 35 41 -- 41 43 - 42 - - - - - - UNDERCUT 1/2"-_ - __ UNDERCUT 1/2., "MILCOR" WITH CYLINDER LOCK RE: 3.8A-8. 1� 101 5 7 WINDOW TYPE RE: 3.8A-1 6'-411, (2) EQUAL SPACES 00 I , t Q n � N ��1._ m w-I w ........... .......... �\ I 3.8B-3 1 ' Q 0 m (4) EQUAL SPACES t I� p�' 00 �- CLEAR GLASS DOOR FINIS NOTES _ H•1 C- m 3,88-7 m C° ao M - CLEAR ao GLASS M CLEAR TEMPERED GLASS o I 3.88-3 r ca coo. r7 (;> I m N CLEAR GLASS CLEAR TEMPERED GLASS OK ()K) REFER TO DETAILS 3.813-3, 5, 6 & 8 FOR JAMB CONDITIONS Q 4 y ` STUD ANCHORS AS PER SPECS. Z I YPICAL IN I LKIUK WALL_ , l :: .... G - /-DOOR, RE: 3.8A-1 ASSEMBLY., RE 3.OA-1 pail YP BOARD _ ' OATEM HEAD - t CLEARANCE T-:.. :. • . "MARLITE MODULE" WITH osi�5to si�stpo SEAL ANT, TYP. TYP. METAL OUTSIDE CORNER lo j cL \ r TRIM., RE. 3.5-5 SEALANT _ - I ""----- PIVOT .EDGE OF DOOR:, , 5q l2 1" CHAMFER, SHOULD BE ROUNDED GYP. BRD. & TYP. BOTH � 1-1/32" RADIUS FROM ` FINISH, SIDES OF THE PIVOT CENTER aRcaFcr RE: 3.OA-1 & DOOR. GRIND \��� LINE TO CLEAR TOP Ko sssg 3,4-1, TYP. C.M.U. SMOOTH , z_ - PIVOT BRACKET, P. JAMB SHOWN, qtm QTB DATE I�2�� I -N :C.M.U. VENEER ML osi2uoo HEAD SIM. 5 INSULATION, - SPRING PIVOT DOOR - SOFFIT ACCESS INTEGRAL COLOR tT '�TL� /s 2 RE: 3.OA-1 BELOW, _� :: MOUNT, RE: 3.8A-1 DOOR, (STYLE "K'') E.LF.S. SOFFIT, RE 3.2A-5 RE: 3AC-5RE 3.8A-25 NOTE: FINISHED WALL `THICKNESS: ACTUAL STUD` SIZE 6 METAL 1q THICK HOLLOW PLUS WALL MATERIAL THICKNESS. VERIFY . FRAMING, CORE DOOR, RE: 3.OA 1 O.E5 _ _NOTE: FACTORY PRIMED FINISH. FLOOR PLANS 3.OA-1, RE: 3,OA-1 E.I.F.S., r & 3.8A-1 T TOTAL THICKNESS,FROML00 �: :FIELD PAINT TO M�TCH ADJACENT 3.4-1 & 3.4-2 RE: 3.28 4 & FINISH SCHEDULES_ SURFACE. ; JAMB -� LINE OF CABINET OR' , WALL., RE: 3.OA-1 ' HOLLOW FRAME (JAMB) HOLLOW I'TAL FRAME DOOR(J) S�FF',IT ���5 ��� 3�� _ 1�_0r� 7 b3 - 1'-011 3" 3 11 0 RE 3.8A-1 RE: 3.8A-1 RE 2.OA-1, 2.OB-9 & 3.OA-1 ► RE: 3.6A-1 & 3.7A-1 a 1, PAINT WOOD DOORS W/ BENJAMIN MOORE 01472 GLOSS ENAMEL. -� 2. PAINT HOLLOW METAL DOORS & FRAMES W/ BENJAMIN MOORE 111472 GLOSS ENAMEL; LO SEE 3,2E-4 FOR EXTERIOR COLORS. 3. NO PAINT ON ALUM. OR FACTORY FINISHED SURFACES UNLESS OTHERWISE NOTED. r.rrrnr�nc me nlclrnTlnnlc Cf�C1 D AIAITIf\I! Qrwr7 1I 11 1= C IN AAnpp nF•TAII .. I NE issV GRID LINE GRID > LINE' - ALUMINUM STOREFRONT, N TALL 6 MIL .VAPOR S RE� 3.8A-2 . � METAL .FRAMING,- • BARRIER TO WARM TRUCTURAL --- T RE S 'A PLYWOOD FULL R-19 BATT SIDE OF :WALL, TYP: , ' INSULATION R-19 BATT INSULATION -- - HEIGHT . OF STOREFRONT - FRAIrIiNG, - - r 45 =0'2 SEALANT, TYP. RE 2.3-2 s „ `` �c f. 2" E.I.F.S., RE: 3.2B-4 /6 GYP. BRD., PAINT � - \\� \ 3 T.S. BEAM, - - 6x4x /g _ - _ TS COLUMN, RE:.2.2A 1 5/au EXTERIOR RE:2.2A-1 �� w , GYP.'BRD. -- _ E �/„ E _ XT. GYP BRD z 5/a" GYP. ,BRD., PAINT ! a so TS 3X6x8x6 BEAM - - � - �a" PLYWOOD FULL � _:., •. 2„ E.LF.S., ftE� 3.2B-4 `` o RE� 2,2A-1 �a � ,. ,- . y .. ` '- _ � HEIGHT STOREFRONT _ ` OF EFRONT 110'-10" c� .080 PRE -FINISHED SHIM AS ;REQ'D - ALUMINUM CLADDING TO BEAM l� SEALANT -�`, •, , •. ` MATCH STOREFRONT. \` 450-oos FASTEN TO rOLUMN AT t, AI . CORNER BEAD \ CONCEALED LOCATIONS 1Q8'-O5/a"\. / 480-544 I 450-542 ` " Hai SEALANT, TYP. - , \ BACKER ROD. & ` �/4 PLYWOOD FULL B.O. BEAM _ 4go-uo� 45°-aaa X 450-542 SHIM AS REQ'D SEALANT, TYP. ( HEIGHT OF "STOREFRONT 4so-ooi ' ALUMINUM STOREFRONT & i \- STOREFRONT ENTRY _/5/a" j E . ALUMINUM STOREFRONT & GYP, BRD.,PAINT RECEPTOR HEAD, RE: 3.8A-2 DOOR, RE: 3:8A-1 RECEPTOR HEAD, RE: 3.8A-2 2N' (*) SEE 3.8A-2 STOREFRONT 'STOREFRONT (*) SEE 3.8A-2(> SEE 3.8A-2 HE STOREFRONT. COLUMN - WRAP STOREFRONT STOREFRONT HEM�t� ✓ 3„ m;1,_0„ 3 3 = 1-0 311 = 1,_0„ RE: 3:8A-2 RE: 3.OA-1 & 3.8A-2 RE: 3.8A-2 "MARLITE" PANELING, GRID LINE GRID LINE INSTALL 6 MIL - VAPOR GRIM LINE RE: 3.4-1. INSTALL BARRIER TO WARM MFR'S STANDARD STOREFRONT SIDE OF WALL, TYP. EDGE AND CORNER INSULATION, GRID LINE ALUMINUM' ' TRIM AT ALL CORNERS RE 3.OA-1 r- SHIM AS REQ'D I • STOREFRONT, \ %" GYP. BRD•,: AND TERMINATIONS RE: 3.8A-2 I 2x REQ D WIDTH PAINT, TYP: ALUMINUM STOREFRONT, o z 3.8A-2 ` RE SEALANT BOTH NAILER WOOD NAILER - . �I _ _ - - � � I/PLYWOOD SIDES, TYP. "MARLITE PANELING, - -- -- FULL AS REQ. __.�._ __ - w � _ HEIGHT OF ;.STOREFRONT 3.88-7 E RE: 3.4-1. INSTALL -L -� w o SOLID 4x8x16 SPLIT- MFR'S STANDARD FACE CMU TOP t o 0 45V12 SEALANT, TYP. E CUT ' EDGE AND CORNER �'� ���� t N z 000R5 / , N AT ALL CORNERS _ _ _ • _ -' - � � 4"x16 GAUGE' STUDS, t TOP TO SLOPE 450-007 - - - ' � TRIM TERMINATIONS � -� - -� I � C a , ; � FROM FLOOR TO UNDER- ' =N AND SIDE OF TS BEAM ABOVE 450-044 / � ► .� 102'-0" ► ji \ ' N - - -- -- �4" PLYWOOD FULL 3 T.O.'CMU VENEER HEIGHT OF STOREFRONT 103'-2t/2"\� BRICK VENEER, ALUMINUM .080 PRE -FINISHED T.O. FRAMING PAINT, RE: 3:2B-4 STOREFRONT, \ ALUMINUM CLADDING TO %" GYP. BRD., 00 MATCH STOREFRONT. PAINT RE: 3.8A-2 45 012 1 x FASTEN TO FRAMING AT % EXTERIOR-----. SEALANT BOTH � CONCEA! ED • LOCATIONS. 1P. BRD. ' 6„x16 GA. STUDS GYP. AT 16" O.C. SIDES, TYP. z 1/4" PLYWOOD FULL BRICK VENEER BACKER ROD & TIES, RE: 2.OB-3 - . - '. �\ � INSTALL 6 MIL SEALANT HEIGHT OF STOREFRONT . a VAPOR BARRIER - ALUMINUM STOREFRONT, 1" AIRSPACE-----�`- TO WARM SIDE STEEL COLUMN 5/a1 EXTERIOR 2,, E.LF.S., RE 3.8A-2 }15 BUILDING - �_ OF WALL, "TYP. & BASE PLATE, GYP. BRD. � RE: 3.2B 3 , ; BELOW, RE: 2.2A-1 6"x16 GA. STUDS LINE OF BRICK FELT - R-19 BATT (*) SEE 3.8A-2 AT 16" O.C. VENEER BELOW �r � ! 00 SEE 3.8A-2 INSULATION �R �iV�� STOREFRONT FALSE­_:COLU v STOREFRONT JAMB STOREFRONT SILL • 3„ a 1,_0„ (�) SEE 3.8A-2 '•bK: 3" a 1'-0" 3 1 0 RE: 2.2A-1, 2.2B-4, 3.OA-1 & 3.8A--2 3.OA-1 & 3,8A�2 RE 3.16-1 & 3.8A-2 6„ TO N FACE INSIDE E GYP BRD., �"1 "MARLITE PANELING, INSTALL 6 MIL VAPOR WOOD NAILER "MARLITE" PANELING, GRID LINE OF .FOUNDATION RE 3.4-1. INSTALL BARRIER TO WARM GRID LINE A5 REQ: RE 3.4-1. INSTALL 711 WALL PAINT, TYP. GRID LINE MFR'S STANDARD w INSTALL 6 MIL MFR'S STANDARD SIDE OF WALL, TYP. LINE OF E.LF.S. r STEEL 'COLUMN \ VAPOR BARRIER EDGE AND. CORNER ABOVE, RE 3.86-5 EDGE AND CORNER TRIM AT ALL CORNERS & BASE PLATE TO WARM SIDE TRIM AT ALL CORNERS 5/a" GYP: BRD., INSULATION, LINE OF COLUMN PAINT, TYP. ff AND TERMINATIONS BELOW, RE: 2.2A-1 OF WALL, TYP. AND TERMINATIONS i I 1 RE: 3.OA-1 BEYOND 9 JOINT. W/ INSULATION, z V) ALUMINUM --� RE 3.OA-1 BACKER ROD' o z EXPANSION JOINT, - & `SEALANT RE 2.1A-1 & 2.1B-7 j '.STOREFRONT � � I - - -- - I wO RE 3.8A-2 I -- t I -� i }� ► L , o FACE OF WALL r-� z BEYOND ALIGN ;FRONT EDGE z OF THRESHOLD W/ . ` Z. � t _,� .__ _ ._... _ � :(- _ - .- t- - -.•- -� -�n "DOOR BOTTOM.- FRONT EDGE OF ". c w - -__! _ I _--- o { C _) .� t RE 3.8A-1 STOREFRONT STOREFRONT `DOaFd I r ' t _ ► %1) > > I r7 /"1 7" TO INSIDE, FACE ' THRESHOLD, GRID 'LINE y - T- _ \_ � \ OF FOUNDATION N i ��� f I `_ -i_ _ I =RE: 3.8A-1 \\ ALUMINUM 511 • WALL STOREFRONT, :EXPANSION q RE: 3.8A-2 �.. JOINT, °° = C- 1.2 RE* 2 \ . SEALANT BOTH -_ -. \�\ �' STEEL DOOR & SIDES, TYP. CONC. SLAB FRAME, RE 3.8A-1 SEALANT --- - s ,� EXTERIOR w 2 A 1 /a ' . N z RE \ 80TN SIDES, STEEL COLUMN 1 GYP. BRD. z - TYP. J & BASE PLATE, �. T (ry) 100'-0" TU BELOW, RE,2.UA-1 0 6 x16 GA. S ,� n 2 E.I.F.S., - / & 2.0B-3 T PORCELAIN TILE AT 16 O.C. -`1" AIRSPACE o ALIGN BACK EDGE a,. 2x N ILER RE: 3.2B-4 ca 61 X16 GA. STUDS 5/a" EXTERIOR BRICK` VENEER OF THRESHOLD W/ FLOOR, RE: 3.6-1 LINE OF BRICK AT 16" O.C. GYP. BRD. PAINT, RE 3.28-4 015 BUILDING EDGE.`OF DOOR VENEER BELOW FELT STOP ., �®� STOREFRONT JIB t�St»f�Y) THRESHOLD �' - EXIT Do®R STOREFRONT''J�11V1B ��R�� ,, e „ (*) SEE 3.8A-2 3 1 0 3�, = 1,-p,,(*) SEE 3.8A-2 3 1 _p RE: 3.8A-1 ' RE 3.O A-1 -2 RE: -3.OA-1 & 3.8A ISSUED EQUIPMENT SCHEDULE � RE: 3.9A-1 FURNISHED & INSTALLED BY ALBERTSONS, FINAL HOOK-UP BY CONTRACTOR Al CANDY RACK A22 CAPPUCCINO MACHINE A2 AIRPOT BREWER A23 PAY PHONE NOT USED A3 duteE MAeHINE A24 CANOPY &,COLUMNS Art• 12 VALVE SODA MACHINE A26 BAG-N-BOX NOT USED A5 8 VALVE GGBirM06HINE A26 HOSTESS DISPLAY ; : p A8 GONDOLAS A27 FROZEN SODA MACHINE A7 AUTOMATIC TELLER MACHINE A2,5 PEG BOARD PEGS AB END DISPLAY A29 ICE CREAM CASE A9 CUP DISPENSER NOT USED LAY -B1SPtAY - - A10 LOTTERY TERMINAL N07 USED , }-- -STRA All CASH REGISTER NOT USED.= -{yam Al2 COMPUTER DATA SYSTEM A33 AIR POT A13 EPS TERMINAL NO7 USED A14 TRASH CONTAINER BELOW A35 LOTTO MACHINE _ �. NOT USED A36 4 WAY. MERCHANDISER _ A16 VENDOR SUPPLIED COUNTER A37 PHONE '' g gg^y \ \ NOT USED A38 CUP HOLDER. CiJ Cr CJJ \i2� CiJ8 I (' A18 CIGARETTE RACK A39 JERKY DISPLAY USED NOT N I \—�449-219#t-�IEEViM3--=-- {�0 VENDOR GE CONTAINER i I I I \ I NOT USED A29 GA)18IMEN46 A41' CO2 TANKS GQINSu ANT; - 1 I I-- r-----ram----T-- -r-- ! I i \ I" A21 COFFEE BREWER - _ A42 COKE DISPLAY - - I I I I I I i I I I i C2D6 I` I I ► I I I I I I I I \ FURNISHED & INSTALLED BY CONTRACTOR I I I I I I i i I FIRE --I _ 11 ---- —� -- Bl HOSE BIBS — (\� B3 SERVICE SINK W/EMOP HOOKS 98 FUEL MAR REQUIRED \ B4 LADDER TO ROOF, RE: 3.9B-4 B9 PNEUMATIC TUBE TERMINAL, REt 3.96-1 \ B5 LAVATORY B10 UTILITY SHELVING ' 86 HI-LO DRINKING FOUNTAIN B11 COAT HOOKS, RE: 3.913-7 . r T _ ^ - I I \ B7 FIRE EXTINGUISHER TYPE B12 WALL SHELVING, RE: 3.9B-3 \ 2A40BC (*4'-4" A.F.F.) i FURNISHED BY ALBERTSONS: RECEIVED" UNCRATED & INSTALLED BY r I I I \ CONTRACTOR, FINAL HOOK-UP BY CONTRACTOR. l I I I \ Cl METAL FUEL ISLAND FORM, RE.1,2D-4 & 5 C21 (5) DECK LOW TEMPERATURE \ C2 UNDERGROUND FUEL DELIVERY SYSTEM REFRIGERATED DELICASE } I \ C3 WAYNE/DRESSER FUEL DISPENSERS C22 WHO MACHINE & RACK I Q I C4 SAFE BELOW C23 HOT DOG ROLLER GRILL I a I \ C5 BEER SHELVING NOT USED -G24 ' WM I _ I I CS BAKERY DISPLAY C25 SODA SHELVNC I \ C7 MICROWAVE C26 ROLL -IN DAIRY RACK a I C8 TRASH/CIGARETTE BUTT CANS NOT USED Q i \ NOT USED 028 PAPER TOWEL DISPENSER C n ( SPLASHCIO GUARD C29 FUEL DISPENSER INTERCOM - IO ►' ti I V) I I i ( \ C12 DESK CM BABY CHANGING STATION, RE: 3.9E-6 ,I C13 FILE CABINET NOT USED - 6u TIMEa+ � \ NOT USED 614 (3) TIER SHELYNG C33 FUTURE TIME RECORDER M e C15 WORK TABLE C34 AR/WATER STAND \ C18 HOT DOG DISPLAY C35 (4) TIER SHELVING C17 UTENSIL SINK - C36 HAND SINK , ?r t r . - y \ C18 PUMP AUTHORIZER C37 PUBLICATIONS RACK, C>3 I \ C19 FREEZER OR COOLER, RE: 3.OA 1 C38 DUNNAGE RACK"� t I I N .{ ,,:. 0 KA28�� ��� A2S I- _ _ _ _ -_ - I - OT USED 1-- C39 FIRE EXTINGUISHER RATED%!' r. t Y } \ 4A-908C MOUNTED IN 999C t u 5, — - - GALVANIZED CABINET RS9 CS A33 A2 A21 A22> / , 4F lTd 7a4 I 1cy ,< Cg I CABINET, RE: 3.9A-1 UP RECEIVE VACUUM/PRESSURE -BLOCK OUT FOR PNEUMATIC TERMINAL SURFACE MOUNTED ON I WALL UNDER COUNTER IN CABINET. TUBE TRANSMISSION LINE, 0 PROVIDE TERMINALS W/ LOCKABLE RE 2.1A-1 DOORS. � ---- COORDINATE EXACT MOUNTING _ • . o 000 G, � ° I FIN. GRADE LOCATION FOR PNEUMATIC TUBE N ° TERMINAL- W/ FIXTURE MANUFACTURER. 3'-0" MIN. RADIUS AT p. N a p PIPE CENTERLINE FLUSH MOUNTED CONDITION, TYP. o n CA TRANSMISSION TUBE FOR UP RECEIVE ' FOUNDATION WALL, \ o.o.o w z 10" m RE: 2.OA-1 J w TERMINAL AT FUEL CENTER. MOUNT A,F.F. I _ BOTTOM OF TERMINAL AT 10" A.F.F. c� 4" NOMINAL O.D.X16, �� v w w F- °G m G.A. A513 GALVANIZED w o w 100'-0" Z-� ' STEEL TUBING AT ALL ° o o' ° a W x 0- UNDERGROUND o a °aa> 0 w w ` FIN. FLR. TRANSMISSION LINES,TYP. q o ? 3 . w ~�.., INSTALL 8" DIA. PIPE o ` °' z m m z o SLEEVE WHERE TUBE w o ,� PASSES UNDER _ ow z z Q BLOCK -OUT IN SLAB, RE: 2.1A-1 ;viFOOTING, TYP. o ' V fob itiq<--- ----- -- Q w no ----� - - - -- - - -- MATI T TERMINAL PNEUMATIC TUBE TUB -UP q�I'�q 1� � �E E � RE: 3.9A-1 RE: 2.1A-1 11-711 WATER HEATER, ANCHOR TO WALL W/ SPACEMAKER, (714) 542-4649, TSE-25 BRACE, OR APPROVED EQUIVALENT. INSTALL PER MANUFACTURER'S 1'-1" MAX, RECOMMENDATIONS, RE: 4.1-1 (FIELD VERIFY) TOP OF PARAPET CENTER OF l� 5/8GYP. BRD. W/ FINISH OVER, T.O. PARAPET _ GRAVITY / RE: 3.4-1 .,. ' ' - DIAMOND PL 1/ax24x2'-0" KEEFFE MODEL • ' 106'-0" 4)502-10-SD TUBULAR -- ' _ RAIL ALUMINUM r — , - L 11/2x11/2xs/6 WELDED PLATE FRAME, 7" MIN. IL 1� LADDER W/ ROOF r = TYP., PAINT. I- OVER EXTENSIONS r ALUMINUM WALL I 1� i� (O'KEEFFE, INC. �_- " �i BLOCKING, (2) 6" x 14 GA. STUDS, BRACKETS, TYP. I r It=== 1-888-653-3333) r EXTEND WEBS, TO SCREW TU STUD PROVIDE 2x FLANGES W/ (4) #10 SCREWS AT BLOCKING AT 11 ii 1 10'-0" HIGH x REQ'D co it EACH END, BATH SIDES, TYP. EACH BRACKET. 1 1 IL ^_JI /^ WIDTH HINGED cat rr FASTEN VERTICAL LEGS OF FRAME COORD. EXACT 1 ii _ ii SECURITY DOOR r� / W/ (2) 1/4" DIAMETER TEK SCREWS LOCATION OF r AT EA. BLOCKING AT EACH LEG. BLOCKING W/ 1 it li r LADDER MFR. i F 11 6" x 14 GA. TRACK TOP & BOTTOM. �— FASTEN TO BLOCKING W/ 10 SCREWS AT, 6 O.C. & TO STUDS 1I-- li ALUMINUM ANGLE :AT EACH END, TYP. BRACKET, TYP. -- NOTE: r T.O. WALK SUDSLAT 61" O C. COENTERED ON4PLATFORM f LADDER TO R®®' WATER NEATER BRACKET /a = 1 Q 111. 1 .0 RE. 3.2A-2, 3.3A-1 & 3.9A-1 &2 RE: 3.9A-1 & 2 & 4.0-1 FACE OF WALL 1 X 4 WOOD RAIL, PAINT RAIL TO MATCH WALL FINISH, RE: 3.9A-1 FOR LENGTHS & LOCATIONS. a /—METAL COAT HOOKS STAGGERED AT 9" O.C. w z Jq TRIM H SCREWS, 0 TR HEAD ATTACH TO WALL T S UDS AT 24 O.C. o FILL SCREW HOLES. -' WHERE ATTACHMENT _ r TO MASONRY WALL. OCCURS, INSTALL WITH EXPANSION ANCHORS. z 0 Am a COAT HOOKS / RAH r RE: 3.9A-1 ISSUED' I 1---------------------------------------------------------------------------------------------------------------------------- ..� T- 1 1 I 1 ...........1 I 1 I 1 1 I I I I 0) P-16 I--------- 1 I 1 ---------------------------------- ---------------- ------ _ ---------- I SCHEDULE OF 2 KEYED NOTES 400 11/2" VENT NOT USED 402 2" VENT 403 2" VENT UP IN WALL TO ABOVE CEILING 404 2" VENT UP TO 2" VENT THRU ROOF. 405 3" VENT UP TO 3" VENT THRU ROOF. 406 EXTEND SANITARY LINE TO 5'-0" FROM BUILDING & MAKE CONNECTION. RE: 1.9A-1 407 CENTER OF CLEANOUT SHALL BE WITHIN 6" OF WALL OR RAISED CURB. RE: 4.2-6 408 FULL SIZED COPPER CONDENSATE DRAIN LINE FROM A/C UNIT WITH TRAP. INDIRECT DISCHARGE INTO STANDPIPE. 36" MAXIMUM LENGTH. RE; 4.2-2. 409 PROVIDE TRAP PRIMER WITH 1/2" CW LOCATE PRIMER IN SERVICEABLE LOCATION. 4010 2" STANDPIPE UP THRU ROOF WITH 6" DEEP TRAP BELOW ROOF.. RUN 2" DRAIN LINE BELOW ROOF, DROP DOWN IN WALL. LINE TO BE VENTED WITH 2" VENT PER LOCAL CODE. LOCATE VTR 10 FT. FROM AIR INTAKE OF A/C UNIT PER CODE. DISCHARGE INDIRECT TO DRAIN RECEPTACLE. RE: 4.2-2. 4011 RUN 2" CD WASTE LINE FROM AC-1 DOWN IN WALL & DRAIN INTO P-9. 4012 RUN WASTE LINES FROM EQUIPMENT INTO P-7. NOT 4013 DOWN IN WALL AND RNIIIIWATER LEADER USED. viGEI lARGE-Tl IRU FAGS OF GURU RE. 3 3. 4015 EXTEND STORM SEWER LINE TO 5'-0" FROM BUILDING & MAKE CONNECTION TO STORM SEWER. RE: 1.9C-1. -3 SCHEDULE OF GENERAL NOTES 1. VENT TERMINATIONS: WHEN REQUIRED BY LOCAL CODE OR SNOW CLOSURE IS LIKELY TO OCCUR, EACH VENT EXTENSION THROUGH A ROOF SHALL BE AT LEAST (3) INCHES IN DIAMETER. THE CHANGE IN DIAMETER SHALL BE MADE INSIDE THE BUILDING AT LEAST ONE (1) FOOT BELOW THE ROOF & TERMINATE NOT LESS THAN TWELVE (12) INCHES ABOVE THE ROOF OR AS REQUIRED BY THE ADMINISTRATIVE AUTHORITY. 2. SEAL BETWEEN WALLS & PLUMBING FIXTURES PER REQUIREMENTS OF THE HEALTH DISTRICT AND ALL PENETRATIONS INTO COMPRESSOR ROOM 3• CONTRACTOR SHALL FURNISH ONE (1) 18" X 24" PLASTIC FRONTED FRAME FOR DRAWING 4.0-1 WASTE & VENT FLOOR PLAN. SECURE TO UTILITY ROOM WALL WHERE PLANS CAN EASILY BE READ. CONFIRM LOCATION WITH ALBERTSON'S CONSTRUCTION MANAGER. OBTAIN CLEAN 409 i Z ; I ,� DRAWINGS FROM ARCHITECT & NOTE 405 AS -BUILT CONDITIONS P-7 ;1 402 4. SLOPE ALL SEWERS 1/4" PER FOOT WHEN A!kW 0 3 ; 402 :1 POSSIBLE. NO LINES SHALL BE INSTALLED 0 5' 9" 402 d 1111 :';:::� 403 -_---- -r _____-_-----T-------_ LESS THAN 1/8" PER FOOT SLOPE. 411 / = --- P 2 ......... ; 5. CONTRACTOR SHALL FIELD VERIFY SITE SEWER t `) _ i 402 , r— / /::;:; / _ -=--� ,------------- ----- DEPTHS PRIOR TO .STARTING WO K. H U -------------- DEPTHS BE DIFFERENT FROM THAT SHOWN i I ADVISE ARCHITECT IMMEDIATELY. -------------• ' WCo ' _ = j 6. FLOOR CLEANOUTS SHALL BE INSTALLED WHERE 1 - _ _ SHOWN R HALL NOT BE 4"WCO ; OWN 0 AS DIMENSIONED S g:__ 403, 2� P-1 0 411 411 4" �' �y LOCATED IN TRAFFIC AREAS. 4"Fo y 2 LEGEND . (�= -- -•�-= � �` ~moo oa "" 0_" p-2 P-14 N 4C17 y 409 P-5 ----- I N 5 �- --- ----------------------- ---- ---- - 4' 7" -----:... .............::::..:.:�............f ....: :a"..coy ........ 14' 8" SANITARY 16' S" REFERENCE FLOOR ELEV. - 100.00' INVERT ELEVATION - 95.00' FIXTURE UNITS - 35 TOTAL DISTANCE 55' 1 � I' 1 1 1 1 I' 1 1 I 1 I' I ' 1 I ; -4 I 1 1 4041 ' 1 1 1 I 1 1 / 1 1 1 I 1 _L ' U11DER 4001 SLAB 0: I 1 _00; I cn / 407, N4 J. r r o / 1' 5" 4"FCP H--_ T t -_J ------------ -- --- - - -- I ' j'-•-------- bF---:-:�------------ ----- CAPPUCCINO I MACHINE 1 tSNFFORE: 5.0 I I 4012 / I 171 211 408 j I 4012 11711 ' P-7 - 4010 + -- i I , FROZEN E------__--;----- P-7--- SODA I : II it I INDIRECT ' �'11 ;-- 11 _ -------------}---; ----- I DRAIN TO SNADBER 402 ,,�' (sFLOOR SINK] ;•__>: :. I''ll -- �'� ------ �I 1 • II I I CONDENSATE �,.'�.._�� -- t i o I PIPING TO BE I ROUTE BETWEEN 1 405 �'�,� _ 402 �; _ _ z j I BAR JOIST c=P 611 UNDER I AIR POT COFF2020SQ.FT.SLABBREWER BREW --RWI`- _� CD U. 4015 4011 403 SODA >' H 1 p-5 Q I �:' ' FbUNTAIN P-15 t o .r- 1 G... .407 P-4 409----....1........................... ................... .............. WASTE AND VENT PLAN I P-4 409 SCALE: 1/4" - 1'-0" 406 RE: 4.0-2, & 3 ABBREV. DESCRIPTION CD CONDENSATE DRAIN COTG CLEANOUT TO GRADE FCO FLOOR CLEANOUT RD ROOF DRAIN RWL RAIN WATER LEADER SD STORM DRAIN VTR VENT THRU ROOF WCo WALL CLEANOUT SYMBOL DESCRIPTION SEWER ABOVE GRADE — — SEWER BELOW GRADE - - - - - - - - VENT 0—— — FLOOR CLEANOUT FLOOR DRAIN SEAL M CONSULTMIT -` rl i OWNER / A9EHCY 3-31-00 3-31-00 - REVISIONS. NP / RP 1 9995 aEacm arB n RBG SHEET TITLE WASTE i HEN? PLAM _ O I I 1 �1 II I 1 ----- 1 - - - -- - - - - - �- 1---------------------- I I: �. I I � I 1 i -----------------�-----•--------------------- '-------•------•;---------••....... i I •-_ I I I t ' I � I i I j I I I--•-•- � j I 1 7-----------a - ----- J .1. 1 J.---------- r----__-_-- -------- ----------- r_-_-_---aH .__ j I ........... I I WATTS SD-2 3/8" DOUBLE j CHECK BACKFLOW PREVENTER-. ALL STAINLESS STEEL. WATTS 9D-S BACKFLOW PREVVENTER. VENT TO FLOOR SINK. ------------------ - ----- I ' I RUN 3/8"CW SOFT DRAWN COPPER PIPE 3/8"C j IN 4" PVC BELOW SLAB WITH LONG RADIUS j ;I ELBOWS TURNING UP AT BOTH ENDS. FROZEN 172'' _-I------ SODA1/2 CW : - -r- I I - 4 -7-:-- 4 D17 I I 1/2"CW ------ --- 3/4"CW t �P-3 I- _....._-- -- 'I ----- i . L CAPPUCCINO c 416 -- -'- �� SODA AIR POT OFFEE MACHINE 1 '- FOUNTAIN BREWER BREWER P-8 WATTS 009QT 1-1/2" �.� REDUCED PRESSURE 418 I /� R A(�IlCI nu/ o�rvr►.t-i•r[� I RUN 3/4"CW BELOW FROST LINE TO AIR/ WATER REEL UNIT,( REFER TO CIVIL ( P DRAWINGS FOR LOCATION. \Z-1-1/2"CW 3/4"HW ................. . It...... LEGEND SCHEDULE OF KEYED NOTES NOT USED 412 DOMESTIC WATER TO RISE UP FROM BELOW SLAB. PROVIDE SHUT-OFF VALVE AT 12" ABOVE FLOOR FOR DOMESTIC WATER. NOT 413 INSTALL PRESSURE REGULATOR & SEET AT USED -70 Psi. - 414 EXTEND DOMESTIC WATER 5'-0" FROM BUILDING & MAKE CONNECTION, SEE SITE PLAN FOR CONTINUATION. RE: 1.9C. 415 PROVIDE TRAP PRIMER WITH 1/2" CW. LOCATE PRIMER IN SERVICEABLE LOCATION. 416 VENT P&T FROM WATER HEATER TO THE ADJACENT RECEPTOR. RE: 4.2-4. 417 EXTEND 3/4" CW LINE DOWN & CONNECT TO WATER FILTER SYSTEM (P-12) AS REQ'D. (VERIFY EXACT REQUIREMENTS W/ MANUFACTURER USED). FROM WATER FILTER SYSTEM, EXTEND FILTERED WATER LINE TO CARBONATOR, COFFEE MACHINES, & ICE MACHINE AS REQ'D. VERIFY ALL CONNECTIONS & REQUIREMENTS W/ ACTUAL EQUIPMENT SUPPLIED. SIZE FILTERED WATER LINES PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTER AT POP CARBONATOR & EXTEND DRAIN LINE TO NEAREST FLOOR SINK AS REQ'D. (FIELD VERIFY CARBONATOR LOCATION). 418 INSTALL REDUCED PRESSURE BACKFLOW PREVENTER BETWEEN ISOLATION VALVE & EQUIPMENT EQUAL TO WATTS 009QT. PROVIDE WITH DRAIN ADAPTOR. DRAIN PIPE OUTLET TO NEAREST DRAIN OR SINK. PROVIDE SHUT OFF VALVE ON INLET SIDE. MOUNT 48" A.F.F. UNLESS OTHERWISE NOTED UNIT. SHALL BE DESIGNED FOR USE WITH 140 F WATER. 3 SCHEDULE OF GENERAL NOTES 1. SEAL BETWEEN WALLS & PLUMBING FIXTURES PER REQUIREMENTS OF THE HEALTH DISTRICT. 2. COLD AND HOT WATER SUPPLY PIPING SIZES ARE NOT SHOWN ON THE PLAN. RE, 4.2-9. FIXTURE SCHEDULE FOR PIPE SIZES. 3. HOLD PIPING TIGHT TO BOTTOM OF ROOF STRUCTURE, WHERE APPLICABLE ABBREV. DESCRIPTION CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER SYMBOL DESCRIPTION --------- DOMESTIC COLD WATER ------------ DOMESTIC HOT WATER - - - - DOMESTIC HOT WATER RETURN 0FLOOR DRAIN - 4 HOSE BIBB -CgCz1m_ BACKFLOW PREVENTER -------------------- ue 4-7pi-) -- i" CW r �20 cLo2 d P-;11 ............ C/NL,CULATtQIVS WATER AVAILABLE WATER PRESSURE 65.0 PSI PRESS.LOSS ACROSS METER 5.0 PSI BACKFLOW PREVENTER LOSS 10.0 PSI STATIC PRESS.LOSS (ELEV) (12'-0" x .43) 5.16 PSI MIN. PRESS. LAST FIXTURE 25.0 PSI TOTAL PRESSURE AVAILABLE 19.84 PSI DISTANCE TO LAST FIXTURE 94 FT EQUIVALENT DISTANCE IN FEET 141 FT GALLONS PER MINUTE 38 GPM METER SIZE 1 ALLOW. PRESS.- 19.84 x 100'. LOSS/10OFT 141 EQ. FT. 15.46 PSI FIXTURE QUA F.U. JTOTAL DEVICE F.U. Lavatories 2 1 2 Water Closets 2 5 10 Mop Sink 1 3 3 Service Sink 1 3 3 Hand Sink 1 1.5 1.5 Hose Bibb 2 2.5 2.5 TOTAL F.U.- 22 FU TOTAL WATER REQUIRED 38 GPM WATER & PLAN SCALE: 1/4" - T-O" RE: 4.1-2, & 3 I� 1" AIR FLUSH WITH FINISHED VCT FLOORING. WHERE SHOWN ON PLANS. COPPER CONDENSATE DRAIN LINE FLOOR. FROM AC UNIT WITH 6" DEEP TRAP. PORCELAIN EXTEND SHEET VINYL TILE WHERE UNDER BOTTOM OF 1" AIR GAP 2" DIA• ROLLED - SHOWN ON FLOOR SINK FLANGE. STEEL STAND PLANS. PIPE ABOVE 11 FLOOR. THINSET - (MIN.) 7 RE, 3.3B-6 FINISHED FLOOR CONCRETE SLAB 2" DRAIN WITH--,,,.*,-- ---------- �0 6" DEEP TRAP. A) PORCELAIN I B) VCT TILE I P-7 FLOOR SINK FLOOR SINK NTS P-7 RE: 4.0-1 i `-FLOOR SINK I P-7 4„ 4" rI t 14, i I - 701i I TV .11milpit %--1" AIR GAP FLOOR SINK P-7 5 UTILITY SINK NTS P-10 RE: 4.0-1 & 4.1-1 SINK FURNISHED BY ALBERTSONS WITH (1) WASTE MANIFOLD (1) SWING FAUCET WITH SPRAY WAND (3) LEVER WASTE WITH OVERFLOW & TAIL- PIECE REQUIREMENTS; A Yq" HW WALL STOP AT 16 B Ye CW WALL STOP AT + 16 INDIRECT CASE 4"x2" HUB DRAIN LINE BY DRAIN P-13. REFRIGERATION CONTRACTOR. FINISH FLOOR 1 I i SE 2" P-TRAP t U FOR VENTED FIXTURE. 7 CASE FLOOR DRAIN NTS P-13 RE: 4.0-1 HW TO BUILDING )'a" HW 1 %2" CHECK EXPANSION TANK VALVE DOMEST�_ THERM-X-TROL WATER MODEL NO. ST-5. SERVICE. PROVIDE UNISTRUT 3/4"CW 1 1/2" BRACKET SECURED „ CW Yq (MAX.) To WALL WITH GATE VALVE STRAP AROUND SIZE TO MATCH TANK. PIPE DIA. (TYP.). P&T RELIEF VALVE. OGLER UNION BOX WALL (TYPICAL) --ROUTE TO OUTSIDE OF BUILDING I " & 2"x%8" GALV. NES TO I CW LINES SHEET METAL STRAP, & FROM P-8. BOLT TO WALL. P-8 GALVANIZED DRAIN I INTALL WATER---"' ATER - j PAN. HEATER AND l//111 FOR MOUNTING ' I SET TEMPERATURE I - - HEIGHT RE. 3.913-5. OUTLET TO 140e F. 2" P-TRAP 1 /2" DRAIN LINE SPILL TO P-9. WALL FINISHED FLOOR 2 ROOF CONDENSATE DRAIN 3 COIL CONDENSATE DRAIN NT RES4.0-1 & 5.1-2 RES4.0-1 P-16 J.R. SMITH 04100/4111 HEAVY DUTY NICKEL BRONZE COVER. FLOOR TILE FINISHED FLOOR WALL SURFACE. J.R. SMITH *4530 GASKET SEAL/IRON PLUG. '�- I TO BUILDING 18" SYSTEM. A.F.F. fNTERIOR t WALL J.R. SMITH 04250 HEAVY DUTY CAST 18" SQ x 6" DEEP IRON COVER CONCRETE PAD. FIN. PAVEMENT SURFACE. Ir 4 THREADED IF1-:qI ANCHORING CLEANOUT PLUG. 1- I FLANGE. �""y�TO BUILDING EXTERIOR SYSTEM. 6 CLEANOUTS NTS RE: 4.0-1 FLUSH WITH FINISHED FLUSH WITH FINISHED FLOOR. FLOOR. PORCELAIN TILE VCT FLOORING. WHERE WHERE SHOWN SHOWN ON PLANS ON PLANS THINSET I THINSET CONCRETE-' SLAB A) PORCELAIN i B) VCT TILE 8 FLOOR DRAIN NTS RE: 4.OA-1 4 WATER HEATER NTS (ED RE: 4.1-1 ITEMS THAT ARE NOTED "FURNISHED BY 9 FIXTURE SCHEDULE ALBERTSON'S", THE CONTRACTOR SHALL RECEIVE, UNCRATE, SET IN PLACE & CONNECT. SYMBOL DESCRIPTION MANUFACTURE TRIM & DETAIL CONNECTIONS NOTES HW CW W I V & CATALOG * REFERENCE TOILET AMERICAN CHURCH 5321.112 1.6 GALLON/FLUSH, P-1 HANDICAP STANDARD SLOAN ROYAL 1 4 2 FLUSH VALVE FLOOR 3043.102 111 MOUNTED LAVATORY AMERICAN HERITAGE FAUCET INSULATE P-TRAP & P-2 HANDICAP STANDARD 5402.172V 1/2 %2 2 1 1/2 EXPOSED H.W. LINES 0355.012 WRIST BLADE COUNTER ROYSTON FURNISHED BY P-3 SINK COUNTER %2 %2 2 11/2 ALBERTSON'S SINK CONTRACTOR INSTALLED RESTROOM J.R. SMITH 2O10-B 6" SQUARE TOP PROVIDE TRAP PRIMER P-4 FLOOR DRAIN JOSAM 30000-S-2 WADE-1103G6 RE. 4.2-8 2 11 /2 IN RESTROOMS ZURN ZN-415-S NO SUBSTITUTIONS FLOOR DRAIN I.R. SMITH 2271-8 ROUND TRACTOR NO SUBSTITUTIONS P-5 JOSAM 36M WADE 1100-TS-27 GRATE W/SEDIMEN 2 1 1/2 PROVIDE TRAP PRIMER zuRN z551-TG-w-Y BUCKET. RE:4.2-8 ROOF DRAIN J.R. SMITH UNDER DECK P-6 1010C CLAMP 3 RE. 3.3B-4 FLOOR SINK COMMERCIAL 12"X12" CAST IRON ACID P-7 ENAMELING 910-3 3 2 RESISTANT ENAMELING K.Y.M. CORP. WATER RHEEM EGSP30 ASME P & T 6000W/208V/1PH P-8 O HEATER 30 GALLON RELIEF VALVE N N SIDE INLET RE4.2-4 MOP SINK FIAT MSB-2424 CHICAGO FAUCET MSB-2424 WALL GUARD, P-9 956.R MOUNTED N Y4 3 2 MOP HOOKS, HOSE & 48" A.F.F. WALL HOOKS UTILITY SINK LOADKING RE: 4.2-5 FURNISHED BY )'q 3 2 ALBERTSON'S CONTRACTOR INSTALLED WALL J.R. SMITH INSTALL AT 12" ABOVE P-11 HYDRANT 5509-QT Y4 FINISH FLOOR NON -FREEZE amWATER EVERPURE FURNISHED INSTALLED 2 E FILTRATION 9328-05 �4 BY CONTRACTOR. NO SUBSTITUTIONS. CASE FLOOR RE: 4.2-7 P-13 DRAIN 2 1 1/2 NO HUB REDUCER DRINKING OASIS FINISH: STAINLESS 1/5HP,120V,LOWER SPOUT P-14 FOUNTAIN P8AMSL STEEL %2 2 1 %2 36", UPPER42" ABV. FIN. HI -LOW FLR. NO SUBSTITUTIONS HAND SINK LOADKING FURNISHED BY P-15 1/2 I/2 2 11/2 ALBERTSON'S. CONTRACTOR INSTALLED COIL RE: 4.2-3 2" STAND PIPE P-16 CONDENSATE 11/2 WITH P-TRAP DRAIN INDIRECT DRAIN TO P-3 FLOOR SIN P-16 P-7 UNDER(402 SLAB 404 ,1 I I 403 I I UNDER I SLAB 400 S407 / 4"FCO / / 4010 ,C ON ROOF RE: 5.0 408 j~ O �T CONDENSATE 10 PIPING TO BE ROUTE BETWEEN BAR JOIST HSL c� Flo a 'V) 402 UNDER OR�� ��. 1 SLAB 402 P-1 4011 `\� 405 P-7 405 of 1 1 407 4"RD 2030 0 (P-6 2'1 �-5 I I I I I 4"WCO i \ 402 ��� i 4 WCO I 4"FCO 402 '�i I 3'�`� P' 2 3' P- 4 i ` I P-2 I /// 2" / 409 I • I 402 11 P-14 1 // ��� 1 i 3"CO /,_�� 3" I �'� i //4�� 1�4 3 3 I / P-4 409 4"WCO P-g I 'yam// S<Op ''"� 3�� 4" COTG 3" 4 A'�R�.♦ 407 F,Q FppT � P-7 P-5 409 P-15 WASTE AND SCALE: 1/4" - T-0" RE, 4.0-2, & 3 SCHEDULE OF 2 KEYED NOTES 400 11/2" VENT NOT USED 402 2" VENT 403 2" VENT UP IN WALL TO ABOVE CEILING 404 2" VENT UP TO 2" VENT THRU ROOF. 405 3" VENT UP TO 3" VENT THRU ROOF. 406 EXTEND SANITARY LINE TO 5'-0" FROM BUILDING & MAKE CONNECTION. RE: 1.9A-1 407 CENTER OF CLEANOUT SHALL BE WITHIN 6" OF WALL OR RAISED CURB. RE, 4.2-6 408 FULL SIZED COPPER CONDENSATE DRAIN LINE FROM A/C UNIT WITH TRAP. INDIRECT DISCHARGE INTO STANDPIPE, 36" MAXIMUM LENGTH. RE: 4.2-2. 409 PROVIDE TRAP PRIMER WITH 1/2" CW LOCATE PRIMER IN SERVICEABLE LOCATION. 4010 2" STANDPIPE UP THRU ROOF WITH 6" DEEP TRAP BELOW ROOF. RUN 2" DRAIN LINE BELOW ROOF, DROP DOWN IN WALL. LINE TO BE VENTED WITH 2" VENT PER LOCAL CODE. LOCATE VTR 10 FT. FROM AIR INTAKE OF A/C UNIT PER CODE. DISCHARGE INDIRECT TO DRAIN RECEPTACLE. RE: 4.2-2. 4011 RUN 2" CD WASTE LINE FROM AC-1 DOWN IN WALL & DRAIN INTO P-9. 4012 RUN WASTE LINES FROM EQUIPMENT INTO P-7. NOT USED 4015 EXTEND STORM SEWER LINE TO 5'-0" FROM BUILDING & MAKE CONNECTION TO STORM SEWER, RE: 1.9C-1. VENT PLAN 3SCHEDULE OF GENERAL NOTES 1. VENT TERMINATIONS: WHEN REQUIRED BY LOCAL CODE OR SNOW CLOSURE IS LIKELY TO OCCUR, EACH VENT EXTENSION THROUGH A ROOF SHALL BE AT LEAST (3) INCHES IN DIAMETER. THE CHANGE IN DIAMETER SHALL BE MADE INSIDE THE BUILDING AT LEAST ONE (1) FOOT BELOW THE ROOF & TERMINATE NOT LESS THAN TWELVE (12) INCHES ABOVE THE ROOF OR AS REQUIRED BY THE ADMINISTRATIVE AUTHORITY. 2. SEAL BETWEEN WALLS & PLUMBING FIXTURES PER REQUIREMENTS OF THE HEALTH DISTRICT AND ALL PENETRATIONS INTO COMPRESSOR ROOM 3• CONTRACTOR SHALL FURNISH ONE (1) 18" X 24" PLASTIC FRONTED FRAME FOR DRAWING 4.0-1 WASTE & VENT FLOOR PLAN. SECURE TO UTILITY ROOM WALL WHERE PLANS CAN EASILY BE READ. CONFIRM LOCATION WITH ALBERTSON'S CONSTRUCTION MANAGER. OBTAIN CLEAN DRAWINGS FROM ARCHITECT & NOTE AS -BUILT CONDITIONS 4. SLOPE ALL SEWERS 1/4" PER FOOT WHEN POSSIBLE, NO LINES SHALL BE INSTALLED LESS THAN 1/8" PER FOOT SLOPE. 5. CONTRACTOR SHALL FIELD VERIFY SITE SEWER DEPTHS PRIOR TO STARTING WORK. SHOULD DEPTHS BE DIFFERENT FROM THAT SHOWN ADVISE ARCHITECT. IMMEDIATELY. 6. FLOOR CLEANOUTS SHALL BE INSTALLED WHERE SHOWN OR AS DIMENSIONED. SHALL NOT BE LOCATED IN TRAFFIC AREAS. LE"ND ABBREV. DESCRIPTION CD CONDENSATE DRAIN COTG CLEANOUT TO GRADE FCO FLOOR CLEANOUT RD ROOF DRAIN RWL RAIN WATER LEADER SD STORM DRAIN VTR VENT THRU ROOF WCO WALL CLEANOUT SYMBOL DESCRIPTION SEWER ABOVE GRADE i SEWER BELOW GRADE — — — — — — — — VENT o-- — — FLOOR CLEANOUT 0 FLOOR DRAIN I I Im Sm 6" DIA. 120 CFM LAY -IN FRAME 8"x8"ER - 120 CFM SURFACE MOUNTED ROOF MOUNTED 502 8"x8" 1.9 Z 3 ! ! I , i ---------•----- I _. -------------•-• ! I I ---'------------------......_... I j I I-------- ! - -• - ------•-.---- - - - - ---- - - - - ----•---•.- - - -• -.-- - - - - -- - --- - -• - -. • - - - - -.------------ I -I' 8" DIA. 140 CFM LAY -IN FRAME r---------- ;..-------• 1, FULL-SIZED DUCT I TRANSITION TO 18"x20" DROP ---------_.,__ SD Q ! I I I I I I I ! ! - — - — - — - — - — - !-- ----- J I I i 500 ------------ 7M MOUNT r' I ' FRAME 12" DIA. j -- - ----- -- _ ------------------ - ----- MVD MVD I I ,� I n II � � 503 j 18 x16�� I II it 18 DIA. I II I MVD j 5'-0' SD I MVD 680 CFM j --- III pIf --- 12 DIA. 12 DIA. ------------------ III •"� IIII I rll,, till"" ROOF MOUNTED -- • -• - -- �--------------y�..------..�.�-------------------540 CFM OSA '•.-•_.' I AT UNIT i I 12" DIA NOTE: I LOCATE DUCTWORK IN ROOF JOIST (TYPICAL AC-1 T ALL PLACES) .:MVD i-- -- -;-_- - r 500 -r 10"QA 12" DIA. ---- NOTE: ALL SUPPLY & RETURN 550 CFM DUCTWORKSHALL BE 500 F SURFACE INTERNALLY LINED. 8" DIA MOUNT I180 CFM:' ';;:: ROOF FRAME LAY -IN {. MOUNTED FRAME502------------- ----MVD r- 8"x8" I ► 81'x8"ER -•-- 6" DIA. 6„ DIA 8" DIA. 8"x8"ER 8'x8"ER- 120 CFM 100 CFM SURFACE SURFACE MOUNTED MOUNTED 500 500 6" DIA. 6" DIA. 90 CFM 90 CFM SURFACE SURFACE MOUNTED MOUNTED / 100 CFM SURFACE MOUNTED 2 SCHEDULE OF KEYED NOTES 500 FLEX DUCT WITH MANUAL VOLUME DAMPER DOWN TO 12"02" OR 24"X24" CD. RE: 5.1-1 & 8. 501 SUPPLY AND RETURN DUCTS DOWN THRU ROOF. RE: 5.1-2, 7, & 8. 502 DUCT UP THRU ROOF TO EXHAUST FAN. RE: 5.1-5, 6, & 8. 503 MOUNT TIGHT TO BOTTOM OF ROOF JOIST. BOTTOM OF DIFFUSER AT 11'-0" A.F.F. RE: 5.1-1 & 8. 3 SCHEDULE OF GENERAL NOTES 1. ALL FLEX DUCTS TO DROP STRAIGHT OUT OF BOTTOM OF MAIN DUCT. NO 90 DEGREE FLEX CONNECTIONS. 2. ALL DUCT DIMENSIONS SHOWN ON PLANS ARE NET FREE AREA. INCREASE DUCT SIZE WHEN DUCT LINER IS USED. 3. ALL DUCTS SHALL BE SUPPORTED PER LATEST SMACNA RECOMMENDATIONS FOR SEISMIC SUPPORT. 4. CONTRACTOR SHALL FURNISH AND INSTALL MAINTENANCE LABELS ON ALL EQUIPMENT. 5. ADJUST ALL FAN RPM TO DELIVER CFM VALUES SHOWN AT ELEVATION WHERE INSTALLED. 6. EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES. 7. ALL EQUIPMENT SHALL BE ANCHORED TO THE BUILDING STRUCTURE. LEGEND SYMBOL ABBREV. DESCRIPTION ® SA SUPPLY AIR RA RETURN AIR ® EXA EXHAUST AIR ACOUSTIC LINED DUCT BRANCH TAKE -OFF ELBOW WITH TURNING VANES MVD MANUAL VOLUME DAMPER ® CD CEILING SUPPLY DIFFUSER ® -k-w-- ER EXHAUST REGISTER wk-- RG RETURN GRILLE EG EXHAUST GRILLE Q T-STAT THERMOSTAT LD LINEAR SLOT DIFFUSER sD SD SMOKE DETECTOR MECHANICAL PLAN SCALE: 1/4" - T-O" RE: 5.1 SHEET METAL DUCT AND ELBOW (INTERNALLY LINED) FLEXIBLE DUCT — SQUARE TO ROUND -� TRANSITION METAL DUCT: CONNE TO "SQUARE TO RC ON TOP OF DAMPEF EXPOSED STRUCTURE-- �- - - - - - - - - - (TYPICAL EXCEPT CEILINGS AT UTILITY ROOM AND CEILING DIFFUSER OR EXHAUST/ RESTROOMS) RETURN GRILLE: ALUMINUM (SURFACE MOUNTED TYPE, LAY -IN VERTICAL AIRFLO FRAM STYLE AT LAY -IN CEILINGS) DOWN SQUARE DIFFUSER SLOT DIFFUSER TYPICAL DIFFUSER DETAIL NTS RE: 5.0-1 ROUND TO MP-38 OVAL TRANSITION - 1-12" DIA. ROUt 2.25" UNIT HOLD DOWN _ CLIP. 14 GA. ' - GALVANIZED STEEL. ALL DIMENSIONS ARE I.D. FASTEN TO CURB SPECIFY BASED ON FTO UNIT W/ ROOF TOP UNIT 4 •12 TEK ',MANUFACTURER SCREWS 1/4" NEOPRENE FOAM GASKET ROOFTOP FASTEN EQUIPMENT BASE UNIT TO PREFABRICATED CURB 4" 14GA. UNIT HOLD DOWN CLIP WOOD NAILER MIN, 4 0 EA. CORNER) MAX: 4'-0" O.C. FASTEN EQUIPMENT BASE - TO PRE -FABRICATED CURB (2) PLACES EACH SIDE OF UNIT. W/ +12 TEK SCREWS 1/4" NEOPRENE / FOAM GASKET EXHAUST FAN WOOD NAILER OUTSIDE b AIR HOOD --I1 RETURN CURB OPENING: FULL SIZED DROP —� CONDENSATE DRAIN. REMOVABLE MOTOR COVER; RE: 4.0-1 ALUMINUM r-- ROOFTOP UNIT i I i i i DISCONNECT SWITCH: FOR II I I I INSTALLATION BY ELECTRICAL SUPPLY CURB OPENING' SUBCONTRACTOR II I I II FULL-SIZED DROP i li II II �i FACTORY SLEEVE FOR Ir----- - - --�i I I ELECTRICAL CONDUIT-----_, CONTROL CONDUIT: I I I I ROUTE UP INSIDE CURB FAN; 81, ALUMINUM II i II i II l III --'- `- /-- I PREFABRICATED CURB RE: 5.1-4 r� DDISCONNECT SWITCH: BY UND F � ELECTRICAL SUBCONTRACTOR, ROOF IIIIIi I -38 I I I DO N07 MOUNT OVER NAMEPLATE � IL i PRE -FABRICATED ELECTRICAL CONDUIT CURB: RE: 5.1-4 UP INSIDE CURB, SUPPLY AIR DUCT CLEAR OF BACKDRAFT I I I DAMPER ---- I------- ROOF RETURN AIR DUCT Q � AIR CONDITIONING UNIT DETAIL 2 NTS AC RE. 5.0-1 1 COUNTERFLASHING COUNTERFLASHING RE: 3.3B-2 RE:3.3B-2 •.r ROOFING PRE -FABRICATED CURB. ;;r=irr ROOZJJZFING8-2 PRE -FABRICATED CURB. � , �t;rrr RE: 3.3131 -2 RE: SPECIFICATION 15890 r . f.:'tlJrrrrrrrr:::::r:: RE SPECIFICATION 15890 (CARRIER CURB NOT ; ; (CARRIER CURB NOT ACCEPTABLE) '•-•• r' ACCEPTABLE) WELDCURB .cry �+�s.:.....::r :tf ...-.... = WELD CURB •.�sj:�:........::: �' ........ ::::. .._..... _.._.... TO STRUCTURE. TO STRUCTURE. RE: 3.36-2 EQUIPMENT CURB DETAIL NTS RE: 5.0-1,3.3A-1 120V-10-60HZ CIRCUIT — BREAKER I E a WOMENS RESTROOM FAN SWITCH WEATHERPROOF DISCONNECT SWITCH FURNISHED WITH FAN FAN - MOTOR 5 EXHAUST FAN NTS EF RE: 5.0-1, 3 & 8 1 8 SCHEDULE OF AIR CONDITIONING EQUIPMENT AIR CONDITIONING UNIT CARRIER 50HJ0007 6 TON UNIT, BELT DRIVE, HEAT PUMP. 2,400 CFM S.A. AT 0.50" EXTERNAL STATIC PRESSURE, 540 CFM OA, 95 DEGREE AMBIENT. 72.2 MBH TOTAL, 56.6 MBH SENSIBLE AT 80 EDB/67 EWB. 9.5 EER. 52.8 MBH HEATING AT 28 DEGREE AMBIENT. 15.8 KW AUXILIARY HEATER. 208/3 VOLT. 20.5 RLA COMPRESSOR, 2.0 HP 5.8 FLA IFM, 1.4 FLA OFM 92.5 MCA, 100.0 MOCP. SINGLE POINT ELECTRICAL SERVICE INSIDE CURB. FURNISH WITH PRe-FABRICATED CURB. EQUIPMENT WEIGHT 750 LBS. APPROVED MANUFACTURERS INCLUDE CARRIER, TRANE, YORK, AND LENNOX. SUPPLY & EXHAUST FANS eROOF EXHAUST FAN (MENS AND WOMENS RESTROOMS) COOK MODEL ACED-90, 200 CFM AT 0.25" STATIC PRESSURE; 1/25 HP, 1025 RPM, 120/1 VOLT, WITH BACKDRAFT DAMPER, BIRDSCREEN, AND DISCONNECT SWITCH. PROVIDE WITH PRE FABRICATED CURB. RE:5.1-4. ROOF EXHAUST FAN (PREP/UTILITY ROOM) COOK MODEL ACED-90, 240 CFM AT 0.25" STATIC PRESSURE: 1/25 HP, 1100 RPM, 120/1 VOLT, WITH BACKDRAFT DAMPER, BIRDSCREEN, AND DISCONNECT SWITCH. PROVIDE WITH PRE -FABRICATED CURB. RE:5.1-4. 0 MENS RESTROOM FAN SWITCH 120V-10-60HZ CIRCUIT-,, BREAKER OR FUSED DISCONNECT. LIGHT SWITCH- WEATHERPR, DISCONNECT SWITCH FURNISHED MOTOR. INTERNALLY PROTECTED, DIRECT DRIVE VARIABLE SPEED CONTROLLER WIND COWLING: ALUMINUM <��l !- BACKDRAFT DAMPER 4 EXHAUST AIR DUCT: METAL, NO INSULATION, MASTIC SEAL 3 EXHAUST FAN DETAIL NTS EF EF RE: 5.0-1 1 2 110V-10-6OHZ 208V-30-60HZ - 0 WITH FAN. AUXILIARY - CONTACTS FAN MOTOR FOR FIRE ALARM EF SYSTEM 2 RE:8.OB-15 FOUR WIRES EACH EXHAUST FAN NTS 6 EF RE: 5.0-1, 3 & 8 2 CIRCUIT BREAKER OR FUSED DISCONNECT WEATHERPROOF DISCONNECT ON ROOF.Q SMOKE DETECTOR: (1) LOCATED IN THE .SUPPLY AIR DUCT AND (1) LOCATED IN THE RETURN AIR DUCT HONEYWELL TC805C OR ROBERTSHAW 2650-450 W/ SAMPLING TUBE. RE:5.0-1 AC 1 THERMOSTAT: ACCUSTAT •LHP-AH22 10 SET FOR CONTINUOUS OPERATION. 2 STAGE HEAT,2 BULB 1 STAGE COOL, 1 BULB I -REMOTE TEST RESET AND LED LOCATE AT T-STAT FOR A/C UNIT 7 AIR CONDITIONING UNIT CONTROL DIAGRAM AC 1 GRILLES, REGISTERS & DIFFUSER SCHEDULE EG ER CEILING MOUNTED - EXHAUST AND RETURN RR RG TO BE BURNISHED ,WITHDAD TABLE OPPOSED BLADERbAMPERRTITUS DEFLECTION, SET LUMINUMROREEQUALISTERS D1 CEILING DIFFUSERS RECTANGULAR HOUSING WITH LOUVERED FACE. FURNISH WITHOUT VOLUME DAMPER. WHITE ENAMEL FINISH. METAL AIRE 5000 SERIES, TITUS TDC. SR SUPPLY REGISTERS DOUBLE DEFLECTION UNITS, WITH 22.5 DEG. DEFLECTION ANGLE, OPPOSED BLADE DAMPER, AND INDIVIDUALLY ADJUSTABLE BLADES. TITUS "30OFS" SD SLOT DIFFUSER TITUS MODEL NO. ML-38 LINEAR SLOT DIFFUSER, 3/4" (2) SLOT WITH MODEL MP-38 PLENUM DIFFUSER. LEGEND SYMBOL DESCRIPTION FURNISHED BY ELECTRICAL CONTRACTOR NOTE, ALL WIRING SHALL CONFORM WITH NATIONAL, STATE AND LOCAL CODES " 111101 RE3`.2A-1 PANEL "B" W, - - LJG 7.ING PLAN PANEL A RE.3.28-1 METER SOCKET INCAE-A-5E.THEl St,ZE OF THE CONDUIT ACCORDINGLY. WHERE CURRENT_CARRy,lNG. CONDUCTORS HAVE BEEN SIZED. FOR VOLTAGE. DROP, THEN -THE °SIZE -OF THE EQUIPMENT GkQUNDI.NG CQNDUCTUR..SHALL BE`INCREASED PROPORTIONALLY ACCORDING TO CIRCULAR MILAREA. UNLESS OTHERWISE NOTED WIRING IN L LGHT FIXTURE RACEWAYS SHALL BE: A. #12 QNLY`IF BRANCH CIRCUIT IS #12 WIRE.. B. #10'WMERE'BRANCH CIRCUIT IS #10. #G,OR #6 WIRE. MOUNTING.METHODS INDICATED AND REFERRED TO ARE M MIMUM CODE REQUIREMENTS. COMPLY WITH LOCAL tODES FOR ADDITIONAL SEISMIC RESTRAINTS= e COORDINATE .WITH SHEET 3.7A FOR LOCATION OF LIGHT FIXTURES CQLOR CODE BRANCH CIRCUIT CONDUCTORS AS FOLLOWS t'T1H�C t. — OLUC , NEUTRAL . W41T:E COLOR -CODE SHALL. @E CONSISTENT THROUGHOUT. PROVIDE SAFETY WIRE AT ALL LIGHT FIXTURES MOUNTED TO SUSPENDED CE I L: I NG RE . 3.75--1 . 7.1` D-2.4 . -9) CONDUIT AND W,IRE.FOR FEEDER OR BRANCH CIRCUITS SHALL:NOT..BE, RUN ON OR ABOVE THE ROOF. ELECTRICAL SERVICES FOR ROOF MOUNTED EQ I i PMENT- ARE TO BE .RUN I N A STRA_I GAIT LINE FROM' THE ROlOF PENETRATION TO THE ELECTRICAL CONNECTION FOR THE UNIT SERVED. 10. RE: HVAC PLANS 5.0A THROUGH 5.1 FOR ADDITIONAL. ELECTRICAL WORK BY THIS CONTRACTOR RELATED TO THE HVAC EQUIPMENT. LEFT s ( . .Vol A IF PANS[. "Ay PANS[. "Ay 12U12a8 .' YQt.T+' 3 RNAS.ER� a WIRE > ,, • ? 400" AAP. 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HT. + 54") TYP OF 5 PLS. v, > v — —VR— — —VR- 2 SCHEDULE OF GENERAL NOTES 901 — 15,000 GALLON DOUBLE WALL FIBERGLASS UNDERGROUND STORAGE TANK. RE: 9.1A-1, SPEC SECTIONS 13200, 13400, 13700. 902 — 10,000 GALLON DOUBLE WALL FIBERGLASS UNDERGROUND STORAGE TANK. RE: 9.1A-1, SPEC SECTIONS 13200, 13400, 13700. 903 — 1 1 /2" FLEXIBLE PRODUCT PIPE (ENVIRON GEOFLEX—D GDP-2150) ROUTED IN 4 FLEXIBLE DUCTING (ENVIRON GEODUCT GDP-4400). 2 FOOT MINIMUM RADIUS BENDS. SLOPE BACK TO TANKS AT 1/ 4" PER FOOT, ( 1/8 " MIN) INSTALLED WITHOUT SAGS OR TRAPS. RE: 9.2-4. 904 — MULTI —PRODUCT BLEND DISPENSER WITH DEEP DISPENSER SUMP, RE: 9.2-1, 9.2-2, 9.2-3, 9.2-5. 905 — 2" FLEXIBLE VENT PIPE (ENVIRON GVP-1200). 2 FOOT MINIMUM RADIUS BENDS. SLOPE BACK TO TANKS AT 1/4" PER FOOT, (1 /8" MIN) INSTALLED WITHOUT SAGS OR TRAPS. RE: 9.2-4. 906 — (2) 2" VENT RISERS IN CANOPY COLUMN. RE: 9.1 B-6, 9.2-4. 907 — 3" FIBERGLASS VAPOR RECOVERY PIPE (A.O. SMITH OR EQUAL). SLOPE BACK TO TANKS AT 1 /4" PER FOOT, (1 /8" MIN) INSTALLED WITHOUT SAGS OR TRAPS. RE: 9.2-4, SPEC SECTION 13700. 908 — MONITORING WELL, RE: 9.1 A-4 3 SCHEDULE OF GENERAL NOTES 1. FUEL CONTRACTOR SHALL COORDINATE ALL OWNER PROVIDED EQUIPMENT AND LOCATION OF FUEL PRODUCT LINES. COORDINATION SHALL TAKE PLACE PRIOR TO MODIFICATION OF DEEP DISPENSER SUMPS AND ROUTING OF PRODUCTS / VAPOR RECOVERY LINES. 'A, ^ /— 2. Ef� E �OEC S1 EM SHALL�� IN�LED IN STRICT ACCORDANCE WITH ALL CURRENT LAWS, CODES AND REGULATIONS IN PARTICULAR BUT NOT LIMITED TO THE FOLLOWING: EPA "MUSTS FOR UNDERGROUND STORAGE TANKS" NFPA 30 "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE" NFPA 30A "AUTOMOTIVE AND MARINE SERVICE STATION CODE" NFPA 70 "NATIONAL ELECTRICAL CODE" UNIFORM FIRE CODE LOCAL AUTHORITY HAVING JURISDICTION 3. ONLY A QUALIFIED LICENSED FUEL INSTALLATION CONTRACTOR IS TO PERFORM THE REQUIRED WORK. EVIDENCE OF SUCH 9 16 QUALIFICATION SHALL BE FURNISHED TO THE OWNER'S R ES ATI 4, FUEL STORAGE AND DELIVERY SYSTEM EQUIPMENT, FLEXIBLE FUEL PIPING, FLEXIBLE CONDUIT DUCTING, AND FLEXIBLE VENT PIPING 1 WILL BE SUPPLIED BY THE OWNER AND SHALL BE INSTALLED BY FUEL CONTRACTOR. FUEL CONTRACTOR SHALL FURNISH AND INSTALL ALL RIGID FIBERGLASS VAPOR RECOVERY PIPING AND FITTINGS AND ANY ADDITIONAL EQUIPMENT TO PROVIDE A COMPLETE OPERATING SYSTEM. SEE SHEET 9.4 FOR DETAILED SCOPE OF WORK. _ _ ,k� 1^� SCHEDULE OF GENERAL NOTES SITE FUEL PLAN SCALE:1"=10' 0 5 10 20 30 40 SCALE IN FEET J 5. ELE RICA_ CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, SEAL —OFFS AND LONG CONDUCTOR RUNS, FUEL CONTRACTOR SHALL COORDINATE CONDUIT, SEAL —OFFS, CONDUCTOR REQUIREMENTS AND ROUTING WITH ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. SEE SHEET 9.4 FOR DETAILED SCOPE OF WORK. 6. FUEL CONTRACTOR SHALL TERMINATE, TEST AND CALIBRATE ALL FUEL SYSTEM RELATED ELECTRICAL AND ELECTRONIC EQUIPMENT. 7. FUEL CONTRACTOR SHALL PERFORM ALL FUEL STORAGE AND DELIVERY SYSTEM TIGHTNESS AND LEAK TESTING IN COMPLIANCE WITH ALL AGENCIES AND AUTHORITIES HAVING JURISDICTION. 8, FUEL CONTRACTOR SHALL CALIBRATE AND CERTIFY ALL DISPENSERS PRIOR TO STORE OPENING AND NOTIFY THE DEPARTMENT OF WEIGHTS AND MEASURES OF STORE OPENING. 9. FUEL CONTRACTOR SHALL COMPLETE AND ISSUE ALL DOCUMENTS REQUIRED BY AGENCIES AND AUTHORITIES HAVING JURISDICTION FOR THE PERMITTING AND REGISTRATION OF THE FUEL CENTER. 10. -I cll TCDC A WOI IRq NOTE: ALL ENVIRON PRODUCTS WILL BE PROVIDED BY ALBERTSON'S AND INSTALLED BY CONTRACTOR. O J a ® 4• oZmZ�¢¢w¢..o�awz K F¢V'In¢o—sU wF�3 UW ®®�¢ ZO�o W�VWp OU 6 in wma� az Wii oo�� U • S �'- DEOF-FZ W�-WO' V w�- tt�izirOiir �?�aov>oac�aa c o UN N 4-1 c: o LL v ti N g �- � �o U ¢N (o - � 06 L Z o w� o .. L 0 o a: C4 N d Q� 20 Y� a U0 �Z z c¢i) SUBMITTAL DATE(S) 1 I OWNER / AGENCY I REVISIONS Zl\, 6/14/2000—REVISED PER CRITERIA CHANGES DRAWN PROJECT ECS 10342 CHECKED OTB DATE BMF SHEET TITLE SITE FUEL PLAN SHEET 9mo G:\ENGPR0J\10342\dwg\9_0.dwg 06/15/00 09:30:06 AM CDT zx R< o "o �r' 18" MANHOLE, \ HIGHWAY 20 RATED, (OPW 104AOW-1800) 6" RUBBER PIPE PLUG 6" PVC WELL SCREEN 1" SLOTS 0.01" SLOT WIDTH 1/4" SLOT SPACING WESTERN WELL SCREEN & PIPE SUPPLY (253) 8624989 NK PIT 4 TANK PIT MONITORING WELL SCALE: N.T.S. CLEAN COMPACTED PEA GRAVEL BACKFILL . ; � II lK,— =1111= APPROVED BACKFILL 919 w UNDERGROUND UNDERGROUND w s STORAGE TANK STORAGE TANK SLOPE AS REQUIRED BY Q VERIFY DIAMETER WITH VERIFY DIAMETER WITH SOIL CONDITIONS AND o Z 917 OSHA REGULATIONS Y TANK MANUFACTURER TANK MANUFACTURER z Q c� z °w 2'_0„ u�l a m MIN z� 01 UNDISTURBED EARTH TANK (8' DIA TANK) DIAMETER 2'-0"MIN (10' DIA TANK) 3'-0" MIN CROSS SECTION TANK DIAMETER 917 916 2'-0" 2'-0„ MIN MIN DEADMAN TO TANK RELATIONSHIP MINIMUM DIMENSION PER MANUFACTURERS INSTRUCTIONS (TYPICAL) 2 SCHEDULE OF KEYED NOTES RE: 9.1A, 9.1 B 911 - SUBMERSIBLE PUMP AND TANK SUMP, RE: 9.18-1 912 - M AGNETOSTRICTIVE TANK PROBE. RE: 9.1 B-2 913 - STAGE I VAPOR RECOVERY. RE: 9.113-3 PAINT STAGE I VAPOR RECOVERY MANHOLE LID PER SPECIFICATION SECTION 09900 COLORS AS FOLLOWS: UNLEADED - ORANGE SUPREME - ORANGE 914 - TANK FILL TUBE, RE: 9.1 B-4 PAINT TANK FILL MANHOLE LID PER SPECIFICATION SECTION 09900 COLORS AS FOLLOWS: UNLEADED - WHITE SUPREME - RED 915 - HYDROSTATIC INTERSTITIAL SENSOR. RE: 9.113-5 916 - PRECAST DEADMAN TANK ANCHOR. PLACE DEADMAN ON TANK PIT BEDDING. DEADMAN LENGTH SHALL MEET OR EXCEED TANK LENGTH. 917 - TANK HOLD DOWN SYSTEM, VERIFY QUANTITY AND SPACING OF STRAPS WITH TANK MANUFACTURER PRIOR TO INSTALLATION. INSTALL PER MANUFACTURERS INSTRUCTIONS, IF DEADMAN EYE BOLTS SLOTS ARE LOCATED IN THE PROPER POSITION USE TURNBUCKLE SHACKLE METHOD, OTHERWISE, USE WIRE CABLE AND TRIPLE CLAMPS. 918 - TANK SLAB BY GENERAL CONTRACTOR, RE: 2,1-1 919 - FILTER FABRIC LINER TO COVER ENTIRE BOTTOM AND WALLS OF TANK PIT. 920 - TANK PIT MONITORING WELL. RE: 9.1A-4 3 GENERAL NOTES RE: 9.1A, 9.113 1. TANK INSTALLATION PER MANUFACTURER RECOMMENDATIONS. 2. TANK SHALL BE BALLASTED WITH WATER IF TANK BALLASTING IS REQUIRED. 911 912 913 914 915 920 IAVA CLEAN COMPACTED PEA GRAVEL BACKFILL r' f ��,, f II, �' I f I f 1 f l •�L' � I Jf 1�IIIlII= 1=11111111- UNDERGROUND STORAGE TANK SECTIONS SCALE: N.T.S. TANK LENGTH LONGITUDINAL SECTION 2, _ 0„ MIN F-� V ®�O Qy WR NN4 wg� a� S Zo w.-oZ��o a �WxFWF�W FO z �SwUzpwa zN c�U��ywoi3V U[WK L-WO�'��FZO. ofi���mooas© UOO�oWOOV�-OU O O�Ot-F�WtiF IU F-zFd Ofn O�.VdQ N N U �N �l IL t � _ N Q N '' U N � o� o. U W� ® � J L oz UQ�o m Q a Q � �° Y� a J� U� Z Q Z cn CN SUBMITTAL DATE(S) OWNER / AGENCY REVISIONS SHEET TITLE FUEL TANK SECTIONS SHEET 901A DRAWN PROJECT ECS 10342 CHECKED OTB DATE BMF 37" MANHOLE HIGHWAY 20 RATED (OPW 6110-3710) 32" RISER AND LID FUEL LINE LEAK DETECTOR (RED JACKET FXIV) SUBMERSIBLE PUMP HEAD (RED JACKET QUANTUM AGP150SlY) CONDUIT SEAL -OFF (TYPICAL) ELECTRICAL ENTRY BOOT (TYPICAL) (ENVIRON FEB-3075) CONDUIT: TO ESE PUMP POWER CONDUIT: TO FSB TANK LEVEL MONITOR - 1 1 /2 " FLEXIBLE FUEL PIPING (TYPICAL) 4" FLEXIBLE DUCTING (TYPICAL) 4" GEODUCT ENTRY BOOT (TYPICAL) (ENVIRON GEODUCT GDB-4415) 3" FIBERGLASS STAGE II - VAPOR RECOVERY PIPING 3" FLEXIBLE ENTRY BOOT (ENVIRON FEB-6300) COAXIAL TEST TUBE (TYPICAL) (ENVIRON GTT-3836) TEST BOOT (TYPICAL) (ENVIRON STB-0150) 1 1 /2 " COUPLING (TYPICAL) (ENVIRON SPC-0150) 1 1 /2 x 2" NPT ADAPTER (TYPICAL) (ENVIRON SMA-2150) PLUG ALL REMAINING FITTINGS IN ACCESS COVER X 16" BALL FLOAT VALVE (OPW 53V) SPILL CONTAINMENT - MANHOLE ASSEMBLY (OPW IC-2100) 1 1 /2 HP SUBMFRSIBLE PUMP MOTOR FUEL PICKUP STEEL PLATE FURNISHED V INTERIOR TAI' EXTERIOR TAm, 4" GALVANIZED RISER PIPE ADJUST LENGTH TO SUIT SITE ELEVATIONS INTERIOR TANK 4" x 12' DROP TUBE (OPW 61 T) 45' CUT BOTTOM AT 45 DEGREES LENGTH AS REQUIRED 4„ TO FIT TANK DEPTH 4 TANK FILL TUBE SCALE: N.T.S. SUPPLY PIPE MANIFOLD SEE DETAIL BELOW EXPLOSION PROOF JUNCTION BOX 48" WATERTIGHT FIBERGLASS BURIAL TANK SUMP SUMP SENSOR MOUNTING STRAP CONDUIT: TO MAGNETOSTRICTIVE TANK PROBE 4" X 3" X 2" W/ 4" CAP EXTRACTOR CROSS (OPW 233VM) SUMP SENSOR (VE DER-RZOOT 794380-208) 1 T2 MAX ABOVE SUMP FLOOR 2" FLEXIBLE ENTRY BOOT (ENVIRON FEB-6200) 2" FLEXIBLE TANK VENT LINE 2" COUPLING (ENVIRON SP' C-0200) 2" x 2" NPT ADAPTER (ENVIRON SMA-2020) 3" SLIP x 3" NPT MALE FIBERGLASS ADAPTER EXTERIOR TANK I!\4TE-RIOR TANK 2' TEE AND (:LOS'Z'' TIPPLE CONNECTED TO PUKItil OUTPUT 2" STREET ELBOW (TYPICAL FOR 2) 2" CLOSE (TYPICAL FOR 2) 2" FU'_�_ POR; '3ALL. VALVE (TYPICAL RJR 2) 2" NIPPLE LENGTHS AS 'SEEDED FOR Pl'-E SLOPE (TYp!: t`1i... FIDR 2) 2" ELBOW (TYPICAL FOR 2) SUPPLY PIPE MANIFOLD DETAIL SUBMERSIBLE PUMP AND TANK SUMP SCALE: N.T.S. 4" TOP SEAL CAP (OPW 634TT) 4" X 4" TIGHT FILL ADAPTER (OPW 633T) PIPE WRAPPING (SEE SPECIFICATIONS) TANK FITTING EXTERIOR TANK STEEL PLATE FURNISHED WITH TANK INTERIOR TANK EXTERIOR TANK 16" MANHOLE, HIGHWAY 0 RATED, (OPW 6110 EXPLOSION PROOF JUNCTION BOX CONDUIT: TO MAGNETOSTRICTIVE TANK PROBE 4" GALVANIZED RISER PIPE ADJUST LENGTH TO SUIT SITE ELEVATIONS EXTERIOR TANK HYDROSTATIC SENSOR END -CAP WRAP TAPE (SEE SPECIFICATIONS) BRINE RESERVOIR WITH DUAL FLOAT HYDROSTATIC SENSOR (VEEDER-ROOT 79413CtG, INTERIOR Ts'N.� r f I I HYDROSTATIC rU , d 5 INTERSTITIAL SENSOR SCALE: N.T.S. 16" MANHOLE, HIGHWAY 20 RATED. (OPW 6110) EXPLOSION PROOF - JUNCTION BOX CONDUIT: TO SUBMERSIBLE PUMP AND SUMP 4" GALVANIZED RISER PIPE ADJUST LENGTH TO SUIT SITE ELEVATIONS 4" RISER CAP AND RING KIT (WITH VEEDER ROOT ASSEMBLY) PIPE WRAPPING (SEE SPECIFICATIONS) CONDUIT: TO HYDROSTATIC INTERSTITIAL SENSOR TANK FITTING EXTERIOR TANK INTERIOR TANK STEEL PLATE FURNISHED MAGNETOSTRICTIVE -- WITH TANK TANK PROBE ASSEMBLY iv INTERIOR TANK 8' DIA TANK (VEEDER EXTERIOR TANK ROOT 847390-107) 10' DIA TANK (VEEDER ROOT 847390-109) 2 MAGNETOSTRICTIVE TANK PROBE SCALE: N.T.S. SPILL CONTAINMENT MANHOLE ASSEMBLY (OPW IC-2100) 4" GALVANIZED RISER PIPE ADJUST LENGTH TO SUIT SITE ELEVATIONS EXTERIOR TANK PLUG AND SEAL — WELD LIQUID TIGHT 2" X 12" BALL FLOAT VALVE (OPW 53V) 3" VAPOR CAP (OPW 1711 T) 3" x 4" VAPOR RECOVERY ADAPTER (OPW 1611 AV) PIPE WRAPPING (SEE SPECIFICATIONS) 4" x 2" EXTRACTOR TEE (OPW 233 VM) TANK FITTING INTERIOR TANK 3 STAGE I VAPOR RECOVERY SCALE: N.T.S. PRESSURE VACUUM VENT,- -0" MIN, ABOVE CANOPY TOP. oz. PRESSURE SET POINT. )PW-523) 2" STEEL PIPES, NIPPLES AND ELBOWS FURNISHED AND INSTALLED BY THE II II FUEL CONTRACTOR II II 2" STEEL VENT RISER WITH II II z_ ELBOWS TOP AND BOTTOM II II WELDED INTO COLUMN BY I II CANOPY MANUFACTURER II II o STEEL CANOPY COLUMN II II N II II 2" SWIVEL COUPLING II II ISLAND (TYPICAL FOR 2) II II (ENVIRON SPC-0200) 2" ADAPTER (TYPICAL FOR 2) (ENVIRON GVP-1200) 2" FLEXIBLE TANK VENT PIPE (TYPICAL FOR 2) SIDE VIEW - TANK VENT LINE FRONT VIEW SCALE: N.T.S. FINISH GRADE FOOTING Q� ��UZGZZ�7771 o a Mg N�W WFWZFV H� �O O Zw zo`��+oaaolawz 4� FZww�NWF2N2Jp �i VWL-Wp�. DF"F,Zm smog Zoe NWogoa� �mwmm� �U Ewa ow�Fu S Lgm wZ �o W,avwi= Ns wVIW��=Z�02K �?�ao�noaua¢ c 0 O to L N Z N Nc06gry Q mAlk 0) NcLLzo J NC) CL Irli ®�+, � 2: ()oNN 5 4-j o C.,M E 06 �co0 UJ am L�s r1: Qly- 0 Yct _j U0 Z Z (< SUBMITTAL DATE(S) OWNER/AGENCY REVISIONS DRAWN PROJECT ECS 10342 CHECKED OTB DATE B M F SHEET TITLE FUEL TANK DETAILS SHEET 9 ■ 1 B G:\ENGPROJ\10342\dwg\9_1B.dwg 06/14/00 03:59:24 PM CDT 37" MANHOLE HIGHWAY 20 RATED (OPW 6110-3710) 32" RISER AND LID FUEL LINE LEAK DETECTOR (RED JACKET FXIV) SUBMERSIBLE PUMP ASSEMBLY (RED JACKET QUANTUM AGP150Sl Y) , CONDUIT SEAL —OFF (TYPICAL) ELECTRICAL ENTRY BOOT �TYPICAL) ENVIRON FEB-3075) CONDUIT: TO ESE PUMP POWER CONDUIT: TO FSB TANK LEVEL MONITOR---,,, 4" GEODUCT ENTRY BOOT (ENVIRON GEODUCT GDB-4415) 1 1 /2 " FLEXIBLE FUEL PIPING 4" FLEXIBLE DUCTIN 3" FIBERGLASS STAGE II VAPOR RECOVERY PIPING 3" FLEXIBLE ENTRY BOOT— (ENVIRON FEB-6300) TEST BOOT (ENVIRON STB-0150) COAXIAL TEST TUBE (ENVIRON GTT-3836) 1 1 /2 " COUPLING (ENVIRON SPC-0150) 1 1 /2 " x 2" NPT ADAPTER (ENVIRON SMA-2150) 3" SLIP x 3" NPT MALE FIBERGLASS ADAPTER 4"X3"X2"W/4"CAP EXTRACTOR CROSS (OPW 233VM) 1 1 /2 HP SU PUMP MOTOR FUEL PICKUP r 2" CLOSE NIPPLE 2" STREET ELBOW 2" FULL PORT BALL VALVE EXPLOSION PROOF JUNCTION BOX 48" WATERTIGHT FIBERGLASS BURIAL TANK SUMP MOUNTING STRAP CONDUIT: TO INTERSTITIAL SENSOR 2" NIPPLE (LENGTH AS NEEDED) 2" ELBOW 2" FLEXIBLE TANK VENT PIPE STEEL PLATE NOTE: FURNISHED WITH TANK 4" PLUG ALL REMAINING INTERIOR TANK TO FITTINGS IN ACCESS 6" COVER EXTERIOR TANK — SPILL CONTAINMENT — MANHOLE ASSEMBLY (OPW IC-2100) 4" GALVANIZED RISER PIPE ADJUST LENGTH TO SUIT SITE ELEVATIONS INTERIOR TANK ' 4" x 12' POPPETED COAXIAL DROP TUBE 45' (OPW 61 SOP) CUT BOTTOM AT 45 DEGREES LENGTH AS REQUIRED TO FIT TANK DEPTH 4" SUBMERSIBLE PUMP AND TANK SUMP SCALE: N.T.S. 4" TOP SEAL CAP (OPW 634TT) 4" X 4" TIGHT FILL ADAPTER (OPW 633T) PIPE WRAPPING (SEE SPECIFICATIONS) TANK FITTING EXTERIOR TANK STEEL PLATE FURNISHED WITH TANK INTERIOR TANK XTERIOR TANK 3 COAXIAL TANK FILL TUBE SCALE: N.T.S. 2" FLEXIBLE ENTRY BOOT (ENVIRON FEB-6200) SUMP SENSOR (13" MAX ABOVESUMPOFL 1/2OOR 2" COUPLING (ENVIRON SPC-0200) 2" 2" NPT ADAPTER ('c'\!VIRC � SMA-202'(`'! MAGNETOSTRICTIVE PROBE (VEEDER-R, ` T 847390-109) 2" X 16" BALL_ FLOAT �'."'yLVE (OPW 53V) SLOPE AS REQI BY SOIL CONDITIO OSHA REGULAT 2 SCHEDULE OF KEYED NOTES RE: 9.1 C-4 911 — TANK SUMP, SUBMERSIBLE PUMP AND MAGNETOSTRICTIVE TANK PROBE. RE: 9.1C-1 912 — COAXIAL FILL TUBE AND STAGE I VAPOR RECOVERY. RE: 9.1 C-3. PAINT COAXIAL FILL TUBE AND STAGE I VAPOR RECOVERY LID PER SPECIFICATION SECTION 09900 COLORS AS FOLLOWS: UNLEADED — WHITE SUPREME — RED 913 — HYDROSTATIC INTERSTITIAL SENSOR. RE: 9.113-5 914 — PRECAST DEADMAN TANK ANCHOR, PLACE ON TANK PIT BEDDING. DEADMAN LENGTH SHALL MEET OR EXCEED TANK LENGTH. RE: 9.1 A-1 CROSS SECTION. 915 — TANK HOLD DOWN SYSTEM, VERIFY QUANTITY AND SPACING OF STRAPS WITH TANK MANUFACTURER PRIOR TO INSTALLATION, INSTALL PER MANUFACTURERS INSTRUCTIONS. IF DEADMAN EYE BOLTS SLOTS ARE LOCATED IN THE PROPER POSITION USE TURNBUCKLE SHACKLE METHOD, OTHERWISE, USE WIRE CABLE AND TRIPLE CLAMPS, RE: 9.1A-1 CROSS SECTION. 916 — TANK SLAB BY GENERAL CONTRACTOR. RE: 2.1-1 917 — FILTER FABRIC LINER TO COVER ENTIRE BOTTOM AND WALLS OF TANK PIT. 918 — TANK PIT MONITORING WELL. RE: 9.1 A-4 2'-0" TANK LENGTH 2'-0" MIN IN 4 UNDERGROUND STORAGE TANK SECTION SCALE: N.T.S. <w� a 0 ��UZF-y-iiO a W JJ W F 6 O� w' V V aa�NV //�` Hg ztTn�w�zoN�azw a• OD awNZ wOZ V Q�d V�Viw o�n3V a Uw�woao��zm sm®7K�NW 02�]�p�jo og M owm yw�00 �I zs �yNO�NyJJ�¢u�z wvw oho' vi M WWOZQ�O�QV �?�aousioa�aa O U) rn Z N o00 N "N N ^ LL 0 U) g� U0N cn 'V o +j O CV 0 c Z o W� o U o.. f1 L <Z m V �a Q Q� g0 YLL e , U0 �Q Z cA SUBMITTAL DATE(S) OWNER / AGENCY REVISIONS SHEET TITLE SHORT TANK DETAILS 9mic SHEET DRAWN PROJECT ECS 10342 CHECKED OTB DATE BMF . G:\ENGPROJ\10342\dwg\9_1C.dwg 06/14/00 03:56:08 PM CDT I vn STAGE II VAPOR RECOVERY SYSTEM IS TO BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION EQUIPMENT USED IF NOT REQUIRED IF REQUIRED DISPENSERS WAYNE 590 590 W WAYNE VAC HOSES CURB HOSE VR CURB HOSE WHIPS SPACER HOSE VR SPACER HOSE BREAKAWAYS OPW 66V-REC OPW VR-66CAS SWIVELS OPW 241TPS OPW 43IS-1000 NOZZLES I OPW 11 AP OPW 11 VAI U.L. LISTE BREAKAW/ DEVICE U.L. LISTE SINGLE HC BLENDING DISPENSER DISPENSER SUMP AUTOMATIC FIRE EXTINGUISHER (ENVIRON AFE-2000) PRODUCT SHEAR VALVE- (OPW 1OBF) STAGE II VAPOR RECOVERY SHEAR VALVE (OPW 60VS-1000) 1 1/2 " X 12" (FLEXING' FLEX CONNECTION 3" X 1 1/2 " ADAPTER 3" FIBERGLASS ELBOW- 1 1/2 " COUPLING (ENVIRON SPC-0150) 3" FLEXIBLE ENTRY BOOT (ENVIRON FEB-6300) 3" STAGE II VAPOR RECOVERY LINE 1 1/2 " FLEXIBLE FUEL PIPING DISPENSE[ KEY PAD ACCESSIBI DISPENSEf KEY PAD (ON ACCE DISPENSE[ FUEL CONTRACT SHALL FURNISH INSTALL 4" BLA, NUMBERS WITH WHITE BACKGRO ON ALL DISPEN� B-SIDE I A -SIDE A -SIDE DISPENSER SCALE: N.T.S. CONCRETE ANCHOR BOLT STABILIZER BAR — 1 1/2 " STEEL PIPE — SUMP SENSOR MOUNTING STRAP SUMP SENSOR 208) 11/2'� MAX94380 ABOVE SUMP FLOOR NTRY BOOT ENVIRON FEB-3075) — ELECTRICAL CONDUIT EST TUBE ENVIRON GCT-3836) 4 FLEXIBLE DUCTING L4" FLEXIBLE _-1 1/2 " TERMINATING FOR FUEL PIPING ENTRY BOOT ELBOW FITTING (ENVIRON GEODUCT (ENVIRON TEST BOOT (ENVIRON SEF-1515) GDP-4400) GDB-4415) (ENVIRON STB-0150) TERMINATING DESPENSER SUMP 3 CROSS SECTION SCALE: N.T.S. FUEL PIPING TRENCH MONUMENT CONCRETE OR INSTALL FLUSH WITH GRADE ON ASPHALT GRADE TRENCH CENTERLINE EVERY 50' COVER ALONG TRENCH AND AT EVERY CHANGE IN DIRECTION �w 0 00 0 G 4" FUEL PIPE DUCTING AND 1 1/2 FUEL PIP (TYPICAL) 3/4"X9" 'PACER HOSE 11. LISTED REAKAWAY EVICE IRE MARSHALL IGNAGE ,S REQUIRED UEL SYSTEM 4STRUCTION ECAL L. LISTED OZZLE L. LISTED WIVEL TAGE II 'APOR ECOVERY YS TE M UMP F REQUIRED Y LOCAL AUTHORITY AVING JURISDICTION) uISPENSER SUMP 4 - 6" WIDE YELLOW TAPE WITH BOLD BLACK LETTERS CLEAN COMPACTED "CAUTION FUEL LINES BELOW" PLACE IN TOP OF BACKFILL PEA GRAVEL IN ALL FUEL PIPING TRENCHES APPROVED BACKFILL 3" RIGID FIBERGLASS O VAPOR RECOVERY LINE BOTTOM OF PIPING 6" PEA GRAVEL BEDDING MIN 6" -3»- 611 6" MIN MIN MIN MIN BACKFILL AND COMPACTION FOR ALL TRENCHING TO MEET STATE, COUNTY, CITY AND LOCAL REQUIREMENTS. 4FUEL PIPE TRENCH SCALE: N.T.S. RE: 9.0 10 3/4„ X 9,_0„ GOODYEAR FLEX L( STEEL HOSE WIT UL SWIVEL AT EACH END. WASTE SQUEEGEE AND BUCKET A -SIDE I B-SIDE DISPENSER SUMP CONCRETE ANCHOR BOLT. (TYP. 8 PLACES) SUPREME SHEAR VALVE STAGE II VAPOR RECOVERY SHEAR VALVE UNLEADED. SHEAR VALVE ELEVATION A SIDE POWER & PUMP CONTROL CONDUIT DATA AND CARD PROCESSING CONDUIT FUEL INTERCOM CONDUIT ELECTRICAL J-BOX (FURNISHED W/ DISPENSER) UL LISTED HAZARDOUS LOCATION FLEXIBLE COUPLING (FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR) DISPENSER SUMP TOP OF SUMP RISER MAY BE TRIMMED TO ACHIEVE PIPE SLOPE REQUIREMENTS STAGE II VAPOR RECOVERY PIPE DISTANCE IS EQUAL TO OR GREATER THAN THE OUTER RADIUS OF THE BOOT PLUS 1/2" UNLEADED — SUPPLY PIPE SUPREME — SUPPLY PIPE A TRASH VALET, SECURE TO CONCRETE FUEL ISLAND VIA AFTERSET BOLTS. DO NOT ATTACH TO DISPENSER AUTOMATIC FIRE-\ VXTINGUISHER ENVIRON AFE-2000) PRODUCT SHEAR VALVE- (OPW 10BF) STAGE II VAPOR RECOVERY SHEAR VALVE (OPW 60VS-1000) 1 1/2 " X 12" (FLEXING) FLEX CONNECTION 3" X 1 1/2 " ADAPTER 3" FIBERGLASS TEE — 1 1/2 " COUPLING (ENVIRON SPC-0150) 3" FLEXIBLE ENTRY BOOT (ENVIRON FEB-6300) 3" STAGE II VAPOR RECOVERY LINE B-SIDE A -SIDE CONCRETE ANCHOR BOLT STABILIZER BAR 1 1/2 " STEEL PIPE SUMP SENSOR MOUNTING STRAP SUMP SENSOR V2E08)E 1 /2 " MAX 4380 ABOVE SUMP FLOOR NTRY BOOT ENVIRON EB-3075) )�—ELECTRICAL CONDUIT 1 1/2 "FLEXIBLEvp 4" FLEXIBLE ENTRY BOOT FUEL PIPING �(ENVIRON I _ GGDB-4415) 4" FLEXIBLE DUCTING CONNECTOR FOR FUEL PIPING TUBE 1 1/2 TEE FITTING TEST BOOT (ENVIRON GEODUCT (ENVIRON (ENVIRON STF-1515) (ENVIRON GDP-4400) GCT-3810) STB-0150) JUNCTION DISPENSER SUMP 2 CROSS SECTION SCALE: N.T.S. 48" PLAN VIEW ELECTRICAL J-BOX IN DISPENSER / ELEVATION A -SIDE 5 DISPENSER BASE AND SUMP SCALE: N.T.S. STRUT RAIL A-51UL SUMP SENSOR CONDUIT POWER AND PUMP CONTROL CONDUIT DATA AND CARD PROCESSING CONDUIT FUEL INTERCOM CONDUIT fDISPENSER SUMP SUMP SENSOR EXPLOSIONPROOF J—BOX (FURNISHED & INSTALLED BY ELECTRICAL) CONDUIT SEAL -OFF (TYPICAL) MINIMUM CENTER ENTRY LINE O4Q• �y VNV�WV}00��© ®�IGd mffi ORxd Al �tl p a R Off i4� Q o � �• awp a A Uzzv�o a ¢��WFtwYpw O �ZoZ�owpz°-wz a<V EE5WFN3(pj c�w�wo°-o'z'F! zm Wad}aa�aowko o���sm FawP NtiOZ�p�O~jo ZOy��m�VOpU �tiFFCY-pW a� Z ¢wawFo�pc3� `in'�a�z �oot< wNw��iz� �?�aov�oac�aa c 0 o N °' z L M� N U o °° co N -J v MAK r 7� N g� Q N U5 '— U ON �j oZj z � o� L Qz J04 O= mQ Qol g0 LL I Y i U0 3�z zu SUBMITTAL DATE(S) OWNER/AGENCY REVISIONS 10 6/14/2000-REVISED PER CRITERIA CHANGES DRAWN PROJECT ECS 10342 CHECKED OTB DATE BMF SHEET TITLE FUEL PIPING DETAILS SHEET V. \CIV VrR VJ \IVJ4L \VWf)\y_LVWO Vo/IJ/UV VJ:[4:J0 AM LVl FUEL AND LIGHTING CONTROL CABINET — T----------------------------------------------------- I I i --_'-- -- PARTIAL PANEL 'B' IPHASE 'A' I , _ I PHASE 'B' 1 I 1 PHASE 'C' 1 NEUTRAL 1 1 GROUND I I 1 1 BREAKERS - ---- — — — --- --- I I I EC I I I I I I I RED JACKET ---- - -'- --- FUEL PUMP I CONTROL BOX I EMERGENCY FUEL I I SHUT-OFF SWITCH /vA BUILDING EXTERIOR ' I �_ I EMERGENCY FUEL I I SHUT-OFF SWITCH BUILDING EXTERIOR � 1 EMERGENCY FUEL I I SHUT-OFF SWITCH El/ I CASHIER AREA I L_ I --�-� rb--b rb -- b r - ---- ---- ---iEc --- ---- -- EC EC EC 0 UNLEADED SUPREME FUEL PUMP FUEL PUMP �.?I I,? I I IC°1 1S rl 1 I }---II i} — ------ ---- --- ---- ---L I EC JE IC TEC JEEC I vDI 18 78I I78 I I I . I I I I I I I I I I I I I 1 I I I POLE I I SWITCH I f , I I I 1 1 L G N I I L I I 1 1 WAYNE i I /7 /7 t 1 I I I1 1 VEEDER-ROOT I I ELECTRIONIC 1 I t _J t`J I IL__ _-- TLS-300C MONITOR I I CENTRAL I I 1 I — ------------I L_--------_-1 I____ ----_I I I FSB RECEPTACLE 1 I DOUBLE DUPLEX I ISOLATED GROUND I I I I DEDICATED CIRCUIT ( I I I _-1 l l � I •I I I I I I I l AUTO GAS I I I SITE CONTROLLER I I 1 I I 510 I L-----------j l I I I---- --- I — -- ----------------- --------71�w---------------L FUEL SYSTEM BOARD (FSB) -- ` 1 3 4 8 G 1 1 3 4 f3 G; 1 3 4 8 G 1 1 1 3-4 8_---GJ 1 `-----------� 1 - — - — -- --- a 1 _ ----. _—J -- DISPENSER DISPENSER DISPENSER +1,2 •3.4 45.6 67.8 ELECTRICAL J-BOX =LEC TRICAL J BOX ELEC IRiCAL J-DOX ELECTRICAL. J-BOX TERMINAL STFUP TERMINAL S-r%t1P TER.4WN`L STRIP TERMINAL STRIP 1 2 3 4 5, ACKNOWLEDGMENT SWITCH (VEEDER-ROOT 790095-001) I o—E O 1 I 1 2 3 , I OVERFILL ALARM (VEEDER-ROOT 790091-001) EC EMERGENCY STOP CONTACTOR 2 POLES REQUIRED PER DISPENSER - ACTUAL QUANTITY BASED ON NUMBER OF DISPENSERS 4-POLE CONTACTOR, DIN RAIL. MOUNTED IN FUEL AND LIGHTING CONTROL CABINET. ALLEN-BRADLEY NO.700-CF400D (COIL ENERGIZED - CONTACTS CLOSED) CDX FEEDBACK CONTROL CONTACTOR (X - DESIGNATES DISPENSER NUMBER) (1) 2 POLE CONTACTOR REQUIRED PER DISPENSER - ACTUAL QUANTITY BASED ON NUMBER OF DISPENSERS 2-POLE CONTACTOR AND BASE, ON RAIL MOUNTED IN FUEL AID UGHTING CONTROL CABINET, ALLEN-BRADLEY NO. 700-HF32A1(RELAY).700-HN118 (BASE) (C01L ENERGIZED - CONTACTS CLOSED) CPt RED JACKET PUMP CONTROL BOX: UNLEADED FUEL PUMP RED JACKET W.880-041-5 CP2 RED JACKET PUMP CONTROL BOX: SUPREME FUEL PUMP RED JACKET NO,880-041-5 POWER WIRING WORK IS NOT IN CONTRACT. THIS SHEET IS FOR CALRIFICATION AND INFORMATION ONLY. 155UED SEAL CONSULTANT SU AITAL DAT$ts) OO KU ! Axney 06/15/0 6/15/00 FUEL SY"TE" POWER WIRING DIAGR NTS r-------I- I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I t I I I I I I I I I I I I r I I I I I I L----I I I I LEFT I WAYNE ELECTRONIC CENTRAL FRONT ---------------------- ------------------I------, CARD ACTIVATED 1 TERMINAL (CAT) I I DATA COMMUNICATION I I DENSER 1 I 2 CAT I 2 1 I 3 I I 4 I DENSER 5 I j ;4CAT 6 I I 7 I t 1 S I I DENSER D I I 6 10 I 11 I 1 12 DENSER 13 QI I A MODULE l4rj�,- 15 r it — I I -----I 16 I I I I I I M5M _ _ __— I I ► ! IMODULE i -- -- -_-- I RIGHT I --------------------------------t �— _ — WAYNE DATA HUB I + DISPENSER DISPENSER I •1. 2 45,6 I r + DISPENSER DISPENSER I I I + FROM + I I DISPENSERS I +_ + I I t I I 'I I I JUMPER UNUSED + + POSITIONS I I I + + I I _ "fB5 TBS� I I 1 2 3 4 5 6 1 2 3 4 5 6 I I L j � -- O,IE-D--R-O-- Vr i TLS-300C MONITOR *-POWER— ---INTRINSICALLY SAFE AREA--------- - 4 j AND I I RELAY i AREA I � I I i 1 i SENSORS � i I I PROBES I � I I � I I i I t- ------------ ------ --� r--�- Dd2EC7 AUX - - - � BOTTOM iIDI --------------•---------- — r--- -- i AUTO GAS i ' 1$ SITE CONTROLLER I I I I I I I I MODEL 510 I 7 j 1 I 15 14 � I I I 13 I t2 I it I I 10 I 9 I I I I I I 1 I I I I I L------------------------L I I 8 I 7 I I g I I I I 4 I I 3 I I 2 ' I I I 1 I I I FRONT I RIGHT I --- -------I r----1--------- T—.---, I AUTO GAS I I j I MLDP I (-� I I I I J1 I B I �I AUTO -GAS 12 I _ PHONE JACK I DIRECT I I 5 i VEEDER-ROOTDATA I I PHONE JACK I 1` 0 I J7 18 C�---1- 1 1 1 [J I SPARE LEFT FRONT RIGHT NOTE; MAKE CONNECTIONS TO THE ACTUAL QUANTITY OF DISPENSERS INSTALLED. FOLLOW MANUFACTURERS INSTRUCTIONS FOR EXACT CONNECTION POINTS. DISPENSER 01,2 C — SPEAKER I ` I GALL / \ CALL BUT70r;; BUTTON ' I.N. "all I I 0 O 1 I SUMP SENSOR J-BOX -- 1112 CAT —I _ ' � I TERMurnt. -�' I r I SUMP 1 SENSOR, J DISPENSER *3,4 F-- --- SPEAKER-- -----1 r i I CALL [y�au'-Pr-oLt, 8U7TON ' 1 0Lvi 1 I I i SUMP SENSOR J-BOX -- I j 1112 CAT I ' TERMINAL- ( i 11 SUMP SENSORI I I I LOGGER PRINTER (ON COMPUTER RACK) DATA PHONE JACK (ON AEB) DISPENSER 05,6 r------SPEAKEk I i CALL CALL BUTTON BUTTON ' A„ ,.B,. 1 fl U 1 I � I SUMP. SENSOR I (� -- it 1 CXT —1 ' I I TERMINAL I 1 Tic UN50RL- i I I I I I I I I I 1 I AUTOGAS (PAYPOINT) PHONE JACK (ON AEB) TO DISPENSER NUMBER 7,3 TO DISPENSER ( r0 FUEL NUNAER 5,6 INTERCOM TERMINAL TO DISPENSER BOX FKE: 7.4-3 NUMBER.3.4 TO DISPENSER NUMBER 1,2 DISPENSER 07,8 f ------SPEAKER-------I I CALL CALL I i BUTTON BUTTON I I o 0 I I 1 SUMP SENSOR J-BOX - ---- \ 1 It 12 1 I TER: um -AL — SUMP tt 1 SENSORUI I LIJ F.,�-; I I CONTROL WIRING WORK il IS NOT IN CONTRACT. THIS SHEET IS FOR CALRIFICATION AND ' r L� C, INFORMATION ONLY. TANK TANK INTERSTITIAL TANK TANK INTERSTITIAL SUMP PROBE SENSOR SUMP PROBE SENSOR FUELSENSOR SENSOR j 9 DIAGRAM Y S i C O N T R O L I I N UNLEADED 'TANK SUPREME TANK NTS Z§LAL CONSULTAAT OOP OF OIVI�IO CONTRACTOR OWNER - OWN FUEL - FC ABBREVIATIONS: GENERAL - GC ELECTRICAL - EC ACT iit91JP TANK PIT COUIPIKHT OR TASK (BASIC ORDER OF INSTALLATION) TANK PIT EXCATION AV FL#tw4KO Olt WSTALLEO OR PtRFCAKO BY CONKCTKM OR YE MN BY own aC PC EC OWN cc O PC EC Qw1 GC PC EC AND FUEL TANKS FILTER FABRIC O O PEA GRAVEL BEDDING AND BACKFILL O O FUEL TANKS U O PRECAST TANK ANCHORS,TANK STRAP,TURNBUCKLES O O O MONITORING WELL PIPE AND CAP (WHEN REQUIRED) o 0 0 18" HIGHWAY 20 RATED MANHOLE ('WHEN REQUIRED) O O O CANOPY EXCAVATION 0 FOOTINGS ANCHOR BOLTS U O CONCRETE FOOTING O O CANOPY COLUMNS O O O FUEL PUMPS SUBMERSIBLE FUEL PUMPS U U O LINE LEAK DETECTORS U O FUEL PUMP FIBERGLASS BURIAL TANK SUMP O O SUMPS TANK SUMP COLLAR, RISER AND LID v U 37" HIGHWAY 20 RATED MANHOLE O O TANK RISER STAGE [EXTRACTOR TEE i O 0 PIPES FUEL TANK STEEL RISER PIPES AND FITTINGS O U O PIPE WRAPPING U u O TANK PROBE 16"HIGHWAY 20 RATED MANHOLE 0 O C MAGNETOSTRICTIVE PROBE O Ci o STAGE I VAPOR RECOVERY SPILL CONTAINMENT MANHOLE O O O TANK VAPOR RECOVERY ADAPTER ,J O O TANK VAPOR CAP 0 U U BALL FLOAT VALVE O 0 O FILL TUBE SPILL CONTAINMENT MANHOLE U o TIGHT FILL ADAPTER O O TOP SEAL CAP O O O DROP TUBE O O O INTERSTITIAL SENSOR 16" HIGHWAY 20 RATED MANHOLE O HYDROSTATIC SENSOR O O DISPENSER DISPENSER SUMP O O SUMPS STABILIZER BARS U O 0 SHEAR VALVE MOUNTING PLATE O O AUTOMATIC FIRE EXTINGUISHER O O TRENCHING TRENCHING FOR PIPES AND CONDUITS U BACKFILL O O PRODUCT STEEL SUPPLY NIPPLES AND FITTINGS O O rj SUPPLY 2" FULL PORT BALL VALVES O O O NPT TO FLEX COUPLING ADAPTERS U FLEXIBLE SUPPLY PIPE END COUPLINGS O O O DOUBLE WALL FLEXIBLE SUPPLY PIPE O O O TEST BOOTS O O O CONNECTOR TUBES O O O TEST TUBES FLEX COUPLING TO NPT TEE FITTINGS O O U FLEX COUPLING TO NPT TERMINATING ELBOW FITTINGS O STEEL PIPE RISERS {- U O SHEAR VALVES O O U SUMP WALL FLEXIBLE ENTRY BOOTS O O O SUPPLY PIPE CONDUIT DUCTING (GEODUCT) O O U STAGE IIVAPOR EXTRACTOR CROSS O O RECOVERY PIPES BALL FLOAT VALVE 'J O U 3" NPT FIBERGLASS ADAPTER FITTING U O Cl FIBERGLASS VAPOR RECOVERY PIPE O C O FIBERGLASS TEE FITTING O U ci FIBERGLASS ELBOW FITTING O O O FLEX ADAPTER U U O FLEX CONNECTOR O O O SHEAR VALVE O O O SUMP WALL FLEXIBLE ENTRY BOOTS U O O TANK VENT NPT TO FLEX COUPLING ADAPTERS C U O PIPES FLEXIBLE SUPPLY PIPE END COUPLINGS O O O FLEXIBLE VENT PIPE U C 0 SUMP WALL FLEXIBLE ENTRY BOOTS 0 O O STEEL VENT PIPE, NIPPLES AND ELBOWS O U U PRESSURE -VACUUM VENT O O C> ELECTRICAL ELECTRICAL CONDUITS, JUNCTION BOXES AND SEAL -OFFS O O CONDUIT SUMP WALL FLEXIBLE ENTRY BOOTS 0 u SCOPE OF WORK DIVISION CONTRACTOR OWNER - OWN FUEL - • FC ABBREVIATIONS: GENERAL - GC ELECTRICAL - EC St"CT GROUP CONCRETE EOL04XNT oft IAS9t (BASIC ORDER OF INSTALLATION) TANK SLAB FLOW411fo By 90YALLED OR PERFMAX9 By CONKCTIM 0R TERMHAVICIN BY OIN CC O PC EC 4wtj CC O PC CC CC PC EC FUEL ISLAND O U FLATWORK O O SUMP SENSORS TANK SUMP SENSOR U O O DISPENSER SUMP SENSOR O O O DISPENSERS 3 PRODUCT DISPENSER, CARD READER, GRAPHICS O O O STAGE II VACUUM ASSIST O O O DISPENSER VALANCE Q O O FUEL INTERCOM SPEAKER O U O FUEL INTERCOM CALL BUTTON O O O SPACER HOSE u U O BREAKAWAY O O U CURB NOSE O O SWIVEL :_i O 0 NOZZLE rJ O U PUMP I'OPPER FRAME O O "NO SMOKING" DECAL O O O WARNING DECAL. C O O DISPENSER NUMBER DECALS O O O. DISPENSER TRASH VALET a ') O AIR/WATER AIR COMPRESSOR/WATER CABINET WITH HEATER — UNIT CANOPY CANOPY O O CANOPY LIGHTING PENETRATIONS IN CANOPY O O CANOPY LIGHTING CONDUITS, J-BOXES AND CONDUCTORS O O O CANOPY LIGHTING FIXTURES O O O CANOPY LIGHTED SIGNAGE U " I O CANOPY SENSORMATIC CONDUITS AND J-BOXES O O O CANOPY SENSORMATIC EQUIPMENT AND CONDUCTORS Q O U ELECTRICAL ESE METER -MAIN PANELBOARD O O O PANELBOARDS LOAD CENTERS u O O FUEL AND 3R ENCLOSURE WITH STEEL MOUNTING PANEL U O LIGHTING CONTROL NEMA 1 LOAD CENTER O O O CABINET — LIGHTING CONTROL CONTACTORS O O O DIGITAL TIMECLOCK AND OVERRIDE O O O EMERGENCY FUEL SHUT-OFF CONTACTORS O O O FEEDBACK CONTROL RELAYS O O U FUEL PUMP CONTROL FLUXES O U O IRRIGATION CONTROL BOX O O O WIRE DUCTING O U CONDUIT SEALS _ O O — ANTI -SHORT BUSHINGS FOR KNOCKOUT OPENINGS O O` FUEL SYSTEMS FSB PLYWOOD BACKBOARD O U BOARD (FSB) WIREWAYS O O WIRE DUCTING O O WAYNE ELECTRONIC CENTRAL U O O WAYNE DATA HUB O U O AUTO GAS SITE CONTROLLER Q O O AUTO GAS MLDP O O O VEEDER-ROOT TANK LEVEL MONITOR O O O ALBERTSONS AEB (AND MSAEB)PLYWOOD BACKBOARD O O EQUIPMENT BOARD (AEB) OWNERS COMMUNICATION EQUIPMENT O U U (AND MSAEB) EMERGENCY EMERGENCY FUEL SHUT-OFF SNITCHES O O O SHUT-OFF OVERFILL ALARM ACKNOWLEDGEMENT SWITCH U O O OVERFILL ALARM HORN/STROBE U O O CASHIER AREA PUMP AUTHORIZER AND CABLE O O O FUEL INTERCOM TERMINAL BOARD ENCLOSURE ��! O FUEL INTERCOM TERMINAL BOARD U O O FUEL INTERCOM CONTROL PANEL 0 O O CASH REGISTERS/CARD READERS, TELEPHONES O O O STORE INTERCOM O O O STORE SPEAKERS O U 0 ELECTRICAL POWER AND LIGHTING WIRING O O O WIRING RE: 7.3A-1 CASH REGISTER/CARD READER, TELEPHONE WIRING O O O FOR SPECIFIC LONG RUNS OF SENSORMATIC SYSTEM WIRING 1") U• 0 CONDUITS AND CONDUCTORS SENSORMATIC SYSTEM 'HIRING IN AEXPRESS AND CANOPY O O O STORE INTERCOM WIRING O O O STORE SPEAKER WIRING O U 1O PNEUMATIC TUBE SYSTEM WIRING O U O FUEL SYSTEM POWER AND CONTROL WIRING O O O FUEL SYSTEM CONTROL PANEL INTERCONNECTING WIRING O U O IRR)GATION SYSTEM WIRING 0 0 0 ISSUED SEAL CONSULTANT 0 i� N n va c.. V =t •p�j ,� Ln s 4s. .j ' R J ANY 06/15/U 6/15/00 DRAWN vRmcT KD 9995 0ECKM 019 DATE tin. 06/21/0 Ott 4 7171.E (W wow scwc E � o� c,_-m EUROPEAN BLUE a 0 HE —=MIST �WHITE C� BRIGHT BLUE mm 4,-0 75'-8 3/4" OUT TO OUT OF FACSIA 4'_0" 6 „ 6 ," � 6 EUROPEAN �I BRIGHT BRI GH T EUROPEAN BLUE BLUE BLUE BLUE , v 0 w Q U O W O j j O � m Wci� � m O ~ � � CL O Z �} O � O W m m W O l I \ O ri- 90 C, C) �y�i�4 FP2 FP FP FP1 FP FP FP FPI FP3 FP2 FIELD CUT z� c� � �m BRIGHT BLUE m MIST WHI TE i O I �r EUROPEAN BLUE z �j co O J �m O FASCIA LAYOUT SCALE: NONE - REVISIONS NO. DATE DESCRIPTION DRAWN CHK'D 4- 120 Fairview Arlington, `K 76010 CO. (617) 261-9116 NO TE: 1.) ALL DECALS ARE FURNISHED BY LEONARD'S PETROLEUM EQUIP, CUSTOMER AND APPLIED BY LANE. ALBERTSON'5 #4471 2.) REFER TO IMAGE NATIONAL SA NFORD, FL SI GNA GE DRA WINGS. 40' x 76' CANOPY NOTICE: THIS DOCUMENT 15 THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR DRAWN BY: DOUG JOB NUMBER: OTHERWSE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR 'MTH THE AUTHORITY OF LANE COMPANY, THE UORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHK'D BY.1 / FOREGOING CONDITIONS E SPEANO CIFICALLY AUTHOTHIS RIZED DOCUMENT EhFOR WHICH IT WAS USED. COMPLETION DATE: 4-10-00 L SC- 20969 E V 1 OF 1 � � 2'-6" 5'-4 3/8"� 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5'-4 3/8'� 2'-6» FP2 FP3 FP FP FP1 FP FP FP1 FP FP2 FIELD CUT I � � I O O O O O O O O 2'-6" '-4 3/8' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" '-4 3/8' 2'-6" 9'-9" W ti Cl) O O a0 I I O O O_ I r.� 28'- 0 " 75'-6" OUT TO OUT GUTTER . . . . . . . . . . . o. . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . I 3'-9" 1 13'-4" N 0 TE FOR LIGHT FIXTURES: 1. THE LIGHT LAYOUT IS A SUGGESTED PLAN ONLY. IT IS PROVIDED BY LANE AS A SERVICE TO ITS CUSTOMER AND IS TO BE USED AS A GUIDE ONLY. 2. THESE LIGHT FIXTURES NEED TO BE CENTERED IN DECK PANELS. J. ENSURE ADEQUATE CLEARANCE FROM STRUCTURAL MEMBERS PRIOR TO CUTTING DECK. 4. INSTALLATION OF FIXTURES TO BE DONE IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS AND RECOMMENDATIONS. LEGEND: I x I INDICATES 320 W LSI SCOTTSDALE DECK LIGHTS. i INDICATES DECK STITCHING. 13'-4" 14'-8" CANOPY LIGHT PLAN SCALE: I/4" = l'-0" 28'- 0 " 13'- 4 " 13'-4" 1 3'-9" CUSTOMER FURNISHED SCOTTSDALE LIGHTS (TYP.) G.C. VERIFY CANOPY ORIEN TA TION FOUNDS TION NO TES.- 1. ALL FOUNDATION WORK BY OTHERS AND SUBJECT TO LOCAL APPROVAL. 2. THE FOUNDATION DESIGN IS BASED UPON SECTION 1304-SBC 1994 EDITION AND SECTION 1806-UBC-1994 EDITION. THE DESIGN CRITERIA SELECTED ASSUMES: CLASS 4 MATERIAL OR BETTER, SOIL BEARING CAPACITY OF 1500 PSF AND A PASSIVE SOIL PRESSURE OF 150 PSF PER FOOT OF DEPTH. 3. CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI STANDARD 318-89 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. " 4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE (F'C) AT THE END OF 28 DAYS SHALL BE 2500 PSI MIN. 5. REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO ASTM A615 LATEST REVISION. 6. DETAILING, FABRICATION AND PLACEMENT OF REINFORCING BARS SHALL COMPLY WITH ACI 315, ACI 318 AND CRSI STANDARDS. 7 ANCHOR BOLTS SHALL CONFORM TO ASTM A307. 8. LANE IS NOT RESPONSIBLE FOR FOOTING POURED PRIOR TO PERMI TTING. 9. FOOTING ARE DESIGNED TO BE CONSTRAINED AT THE TOP BY A 6" SLAB. IF THEY ARE NOT PLEASE NOTIFY LANE SUPPLY CO. 10. POUR FOOTINGS TO SAME TOP ELEVATION. 7r;'—C." n11T T/l n11T I.11TTCl7 COLUMN & FOOTING L OCA TION SCA L E. N ONE GENERAL NO TES. 1. ALL CANOPY FOOTINGS ARE TO BE POURED A MINIMUM OF 12" BELOW FINISHED GRADE OR AS REQUIRED BY LOCAL CODES AND ORDINANCES. 2. IT IS THE OWNERS RESPONSIBILITY TO CONVEY TO ALL CONTRACTORS THAT IT IS THEIR RESPONS/811 /TY TO INSURE THAT THE SI TE IS PROPERLY EXCAVA TED AND GRADED. DURING CONCRETE FORMING PRIOR TO AND AFTER THE POUR, THE CONCRETE SHOULD BE CHECKED FOR PROPER ELEVATION, SQUARE AND CORRECT DIMENSIONS. 3. MEASUREMENTS FOR ANCHOR BOLTS ARE EXACT AND SHOULD BE RECHECKED TO INSURE PROPER LOCATION. 4. CORRECTION OF LOCATION, OF ELEVATION AND OF DIMENSIONAL ERRORS MUST BE MADE PRIOR TO THE ARRIVAL OF THE ERECTION CREW AND PRIOR TO THE ERECTION OF THE STRUCTURE. 5. AFTER THE FORMS HAVE BEEN REMOVED, ALL TRENCHES, HOLES AND UNEVEN SITE CONDITIONS MUST BE LEVELED TO INSURE A SAFE WORKING AND ACCESS AREA ACCEPTABLE TO LOCAL, STATE, FEDERAL AND OSHA AGENCIES. CL o 03 3"o PVC DRAIN PIPE (FURNISHED BY LANE & INSTALLED BY OTHERS) TOP OF DRI VE 3" CONCRETE MINIMUM POURED AROUND COLUMNS SEE D WG. AB2 OF 2 FOR A L TERNA TE SPREAD FOOTING DETAIL. J4 TIES w/135 HOOKS AT 12" O. C. MAX. BY OTHERS 2500 PSI CONCRETE (BY OTHERS) 9 , i'' "- ^, 307 ROD 2 HEX NUTS OF HEADER a" 1 8" d e` 4'-0" DIAME TER 5116 BASE PLATE LBP16 PL I 1/2"x 20"x 1'-8" W/(4) 2 "o HOLES FIELD CUT HOLE FOR DRAIN & CAULK PUMP ISLAND (B Y OTHERS) TURN ELBOW TO REQUIRED POSITION O A307 ANCHOR BOLTS, cl) 1 1/2"o x 36" LONG W (SUPPLIED BY LANE) W/8" PROJECTION �r N Z 0 I 12-J8'S VERTICAL BY OTHERS F00'TtNG DETAIL FOUNDA TION INSTALLA TION TO BE PER GEO TECHNI CAL REPORT BY UNIVERSAL ENGINEERING SCIENCES, REPORT J106588 DATED MARCH 24, 2000 PL 3/4 " x 5 " x 5" VER Y IMP OR TAN T.- AFTER FOOTINGS ARE POURED PLEASE SURVEY ROD PROVIDE LANE CO. WITH THE FOOTING OR TAPE ELEVATIONS ON THE ELEVATION SHEET TRANSIT ATTACHED. �____ HIGHEST POINT \ / OF DRIVE TOP OF FOOTING MUST PROVIDE THIS INFORMATION. DESIGN LOADS DEAD LOAD = AS OCCURS LIVE LOAD = 20 p. s. f. WIND LOAD = 100 m.p.h. BLDG CODE = 1997 SBC SEISMIC ZONE = Aa=Av = 0.05 G.C. VERIFY CANOPY ORIENTA TION FOO TING NO TES: 1. FOOTINGS ARE DESIGNED TO BE CONSTRAINED © THE TOP BY A 6" SLAB. IF THEY ARE NOT PLEASE NOTIFY THE LANE COMPANY. 2. LANE IS NOT RESPONSIBLE FOR FOOTINGS POURED PRIOR TO PERMITTING, 3. TOP OF ALL FOOTINGS ARE AT SAME ELEVATION � OF I 3"o PVC DRAIN PIPE (FURNISHED BY LANE & INSTALLED BY OTHERS POUR 3" MIN. CONCRETE AROUND COLUMN ti O O Q- Q- C) Z m O 2500 PSI CONCRETE J BY OTHERS Nwil r TOP OF DRIVE SLAB (BY OTHERS) 8'-0" SQUARE SPREAD FOOTING DETAIL OPTIONAL i FOOTING A307 ANCHOR BOLTS, 1 1/2"s x 36" LONG (SUPPLIED BY LANE) w/8" PROJECTION O Z I < TOP OF ALL FOOTINGS ARE AT SAME ELEVATION #6 BARS 12" O.C. TOP & BOTTOM EACH WA Y FOUNDATION INSTALLATION TO BE PER GEOTECHNICAL REPORT BY UNIVERSAL ENGINE FRING DESIGN LOADS SCIENCES, REPORT #106588 DEAD LOAD = AS OCCURS DATED MARCH 24, 2000 LIVE LOAD = 20 p. s. WIND LOAD = 100 m.p.. h. BLDG CODE = 1997 SBC SEISMIC ZONE = Aa=Av = 0.05 M nIIT Tn nIIT rllTT)7-R ALL GAL VANIZED S TR U C TURF r.� N LOADS CANOPY LA YOU T - DEAD LOAD SOCCURS SCALE.' 114, = 9'-0" LIVE LOAD = 20 p.s.f. WIND LOAD = 100 m.p.h. BLDG CODE = 1997 SBC GENERAL NOTES ERECTOR'S NOTES SEISMIC ZONE = Ao=Av = 0.05 STRUCTURAL STEEL SHALL MEET THE AISC 1989 SPECIFICATION 9TH EDITION 1. CAULK ALL GUTTER JOINTS DURING INSTALLATION AND APPLY AND THE AISC CODE OF STANDARD PRACTICE, 1989 FLEXIBLE SEAL 60 TO TOP SIDE OF ALL GUTTER JOINTS AFTER INSTALLI' TION REVISIOI JS COLUMNS TO BE ASTM A500, GRADE B 2. CAULK ALL JOINTS BETWEEN GUTTERS AND DECK AND BETWEEN COLUMNS NO. DATE DESCRIPTION BOLTS TO BE ASTM A325 AND DECK WITH A SMOOTH, CLEAN APPLICATION INSTALLATION OF BOLTS MUST CONSIST OF ONE OF THE FOLLOWING: 3. APPLY FLEXIBLE SEAL 60 CLEAR AND TAR AROUND THE COLUMNS ON THE 1. TURN OF THE NUT METHOD: TOP SIDE OF THE DECK AFTER BOTTOM SIDE HAS BEEN CAULKED. A.) BOLTS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION -DEFINED 4. DECK PANELS AND TRIM WILL BE WIPED CLEAN AFTER INSTALLATION AS THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH 5. ALL TRASH AND EXTRA MATERIALS WILL BE HAULED OFF JOBSITE L B.) MARK NUT AND WASHER THEN TURN NUT AS FOLLOWS: 6. CHECK WITH GENERAL CONTRACTOR FOR DRAIN ORIENTATION I I UP TO 3 IN. LENGTH = 1/3 TURN 7. 8. CAP PLATES OF ALL COLUMNS MUST BE AT THE SAME ELEVATION INSTALL (18) 320 W LSI "SCO TTSDALE" LIGHTS FURNISHED BY CUSTOMER. AM aff 120 UP TO 6 /N. LENGTH = 1/2 TURN N Ad Arlingt' 2. CALIBRATED TORQUE WRENCH METHOD: 9. FURNISH & INSTALL (ONE) I "e CONDUIT IN (3) COLUMNS (017) A.) INSTALLATION TORQUE VALUES: 10. FURNISH & INSTALL (4) 30" RADIUS CORNERS. CO. 5/8"m = 200 ft. -lbs. 11. FURNISH & INSTALL (2) 2"0 VENT PIPES IN (ONE) COLUMN. , 3/4 "e = 350 ft. -lbs. 12. INSTALL (ONE) 6" DECAL ON TOP & BOTTOM OF FASCIA (DECAL IS L EONA RD S PE TR OL EEUM 0 -lbs. 1 = 8-O SSHIPEDECAL A L BER TSON'S #4 4 Z 1 T WIDE FLANGE ASTM A36/A572 BE I3. THEO)NE, ARLINGTON, TX PRIOR TO FASCIA FABRICATION. ANGLES, &PLATES TES TO BE ASTM A36 14. FURNISH & INSTALL AN ALL GALVANIZED STRUCTURE. SA NFORD, FL REINFORCING STEEL TO BE ASTM 615, GRADE 60 DECK PANELS TO BE ASTM 446, GRADE C MINIMUM WELDING SHALL MEET THE REQUIREMENTS OF THE AWS FOR BUILDING CONSTRUCTION USING E70XX ELECTRODES NOTICE: THIS DOCUMENT 15 THE PROPERTY OF LANE COMPANY, NEITHER THIS DOCUMENT NOR 4 ALL STRUCTURAL STEEL TO BE PAINTED WITH ONE SHOP COAT PRIMER ANY DATA OR INFORMATION HEREIN SHALL RE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR OTHERMSE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN BY.• DOUG I JOB NUMBER: TOP ANGLE MK. LSA4 (2) SEE DETAIL "B" #12-24xl 1/4"TEKS TO O.R. 6" CUSTOMER FURNISHED LIGHT l/ \� OUTRIGGER MK. OR1 BLUE STRIPE (SHOP APPLIED)___� - FASCIA PANEL 3mm ACM \\ II (MIST WHITE) FA S TEN TO TOP ANGLE W/#14X7/8" LAP TEKS © 2'-0" 0. C. MAX Z HAT SECTION MK. L SH3 (2) W #12-24xl 1/4"TEKS TO O.R. T i & 3M DOUBLE SIDED Q TAPE TO FASCIA. SEE ---_ TAPE APPLICATION NOTE Q FOR INSTRUCTIONS CAULK GUTTER � CLEAT TO FASCIA (CON TINUOUS) GUTTER CLEAT MK. LGC138 ATTACH BEHIND GUTTER W/#12-24xl 1/4"TEKS 7 TO EACH OUTRIGGER LL I 6 CUSTOMER FURNISHED DARK BLUE STRIPE (SHOP APPLIED) m SEE DETAIL "A o ZIPPER ANGLE m MK. LZA2 W/(2) W a #72-24x1 1/4"TEKS TO 0, R. Q GUTTER MK. LGI A TTACH TO DECK v W/#14x7/8" LAP TEKS W/NEO @ 1 '- 0 0. C. O � I� �z i (4) 3/4 "o A 325 AT EACH CONN. (L I 1/2xl 1/2xl/8 GALV.) (4) #14x 1 " TEKS TO DECK RIBS THRU PRE -DRILLED HOLES HEADER BRIDGING ANGLE NOT SHOWN FOR CLARITY HEADER (4) 3/4 "e A325 AT EACH CONN. 2" 2" 3"o NO HUB PURLIN CONNECTOR DECK CLIP SEE DE T. E- E,3 I 7 / ------------------------- i7_7 PLASTIC DROPOUT TO GUTTER 5 " r 2 W/(12) #10x3/4 " TEKS. SEAL FROM TOP & OUTSIDE OF DROPOUT W/FLEXIBLE SEAL OUT TO OUT GUTTER DIM. IS TO HERE SECTION @ FA SCI A SCALE: NONE 3"o COUPLER W/ 3"o FIELD INSTALLED PVC IN LEADER 3"o PVC ELBOW W/3"s PVC PIPE 4"e TO 3"s PVC REDUCER W/ 4 "o PVC FIELD LOCATE & CUT 4"s HOLE MAX. FOR 3"e PVC. CUT 4''a HOLE AS ROUND & SMOOTH AS POSSIBLE CENTERED IN COLUMN, REMOVING ANY JAGGED --\ EDGES. LOCATE PVC WITHIN COLUMN ADJUST TO MATCH THE CUT HOLE AND CONNECT TO EXTERIOR DRAIN PIPE. PUMP ISLAND �. 9 112 1/2'" FIELD INSTALLED 3"o PVC PIPE THROUGH ISLAND OR TO UNDER- GROUND DRAINAGE SYSTEM AS REQ'D SECTION @ COLUMN SCALE: NONE iJ I HEADER CAP PLATE 3/4 ,x 17 "x I '-101" D-E3 1/4 TYP. LEADER GUTTER MK.LLG7 1114x7/8" LAP TEKS W/NEO © l'-0" O.C. MAX SL-516 DECK COLUMN TRIM MK. L SC T 16R \-- A T TA CH @ COLUMN WITH (2) 112-24xl 1/4" TEKS AT EACH SIDE OF COLUMN STEEL COLUMN (SEE El FOR SIZE AND MARK) 3"o PVC DRAIN WITH ELBOW VERIFY DRAIN ORI EN TA TION Wl TH OWNER OR GENERAL CON IRA C TOR SEE AB1 FOR BASEPLATE DIMENSIONS DRILL & TAP (4) HOLES FOR #12-24x 1 1/4 " TEKS #4 COON TERSINK SCREWS 4 "x8" HOLE CTR'D ON COL. (USE CUT OU T FOR CO VER PL) I V I I (2) PL 1/4"x2"x0'-8,, 1 1/2" 1 1/2" -T- I DETAIL SCALE: NONE m "A"-1 SEE DETAIL o ZIPPER ANGLE m MK. LZA2 W/(2) v o #12-24xl 1/4"TEKS TO 0. R. O CUTTER MK. LG1 z ATTACH TO DECK v p W/#14x7/8" LAP TEKS W/NE O © 1'- 0 O. C. o� I �z W i CAULK Gh CL EA T TO Ff (CON TINE GU T TER C ZIPPER ANGLE #8x3/4" MC TRUSS © 2'- O.C. MAX. SPACING DE TA I L TOP ANGLE MK. LSA4 (2) SEE DETAIL "B" #12-24xl 1/4"TEKS TO O.R. I f l 6" CUSTOMER FURNISHED LIGHT OUTRIGGER MK. OR1 1 BLUE STRIPE (SHOP APPLIED)_ FASCIA PANEL 3mm ACM (MIST WHITE) FASTEN TO TOP ANGLE W/1114X7/8" LAP TEKS © 2'-0" 0. C. MAX HAT SECTION MK. L SH3 (2) W #12-24xl 1/4"TEKS TO O.R. LL Z & 3M DOUBLE SIDED TAPE TO FASCIA. SEE ---- U TAPE APPLICATION NOTE V) FOR INSTRUCTIONS CAULK CUTTER CLEAT TO FASCIA (CON TINUOUS) CUTTER CLEAT MK. L GC 138 ATTACH BEHIND GUTTER W/#12-24x1 1/4"TEKS 7 TO EACH OUTRIGGER { I 6' CUSTOMER FURNISHED DARK BLUE STRIPE (SHOP APPLIED) SL-316 DECK PANEL CLIP (ONE) AT EACH PANEL RIB ON ALTERNATE SIDES OF PURLIN (2) 5" 2" CLIPS ON LAST PANEL RIB AT END OF PURLINS OUT TO OUT GUTTER DIM. IS TO HERE (L I 1/2xl 1/2x1/8 GALV.) (3) #14x 1 " TEKS TO DECK RIBS THRU PRE -DRILLED HOLES SECTION @ FA SCI A SCALE: NONE „A » \1 II I I 1 4 GU TIER TAPE APPLICATION NOTE: (1) BOTH SURFACES TO BE TAPED MUST BE WIPED CLEAN W/50/50 SOLUTION ISOPROPAL ALCOHOL AND WATER. (2) WIPE ALL SURFACES DRY. (3) SQUEEGEE TAPE ONTO METAL STRIP APPLYING 15 PSI. (4) ROLL FINISHED JOINT APPLYING MINIMUM PRESSURE OF 15 PSI. (5) 50 PERCENT BOND STRENGTH WILL BE ACHIEVED AFTER 20 MINUTES. FULL BOND STRENGTH WILL BE ACHEIVED AFTER 72 HOURS. PURLIN 3m m A CM FASCIA ��----�\ TOP ANGLE DETAIL "B" DECK STITCH w/#14x7/8" LAPTEKS 0 3'-0" 0. C. MAX. @ EACH PANEL RIB DESIGN LOADS DEAD LOAD = AS OCCURS LIVE LOAD = 20 p.s.f. WIND LOAD = 700 m.p.h. BLDG CODE = 1997 SBC SEISMIC ZONE = Ao=Av = 0.05 OUTRIGGER r:A, .J L 1 7/2 x 1 7/2 x 7/8 MK. LBA 1 FA S TEN TO PURLIN W/(2)-#12-24 x 1-1 /4 " TEKS PER CONN. SL-316 DECK DETAIL AT PURLIN BRIDGING SCALE: NONE L 1 1/2 x 1 1/2 x1/8" MK. L BA2 ATTACH WITH DECK DETAIL AT HEADER BRIDGING SCALE: NONE (4) 3/4 "e A325 BOLTS PURLIN 3/16 HEADER PURLIN 1/4" SPLICE u o PL A TE u u II n 1/4" I (2) 3/4 "o -I-- A325 BOL IS DETAIL AT TYPICAL SHEAR SPLICE SCALE: NONE AFT 701 2" SEALER TAPE FULL HEIGHT OF PANEL JOINT TYPICAL #10x3/4" TEKS (3) PL A CES PER JOINT DETAIL A T ACM FASCIA JOINT SCALE: NONE ATTACH TO DECK WITH (2)-1114 x I " TEKS PANE CONNECTION BEND DECK PAN UP FROM COLUMP CUTOUT AND ATTACf THRU SIDES OF COLUMP WITH #12-24xl 1/4 TEKS (2) PER LIf L 1 1/2xl 1/2x1/8 MK. LDSI MUST SPAN 4 PANEL RIBS, ATTACH WITH 4 - #14 x 7 " TEKS DETAIL AT COLUMN SCALE: NONE SECURE THE PANEL CLIP BY THE USE OF A #14x7/8" LAP TEK (BEHIND THE CLIP AND THROUGH THE LEG OF THE PANEL) TO PREVENT THE CLIP FROM RELEASING FROM THE PURLIN. DETAIL AT PANEL CLIP SCALE: NONE 90' ELBOV C mayAyl RADIUS TOP FLASHING (REMS) MK. L IF 1114x7/8" LAPTEK WINED 9 12" O. C. APPROX. PIPE COLUMN SEE E1 FOR SIZE AND MARK #lOx3/4"TEK EA. OU TRIGGER 3MM ACM MIST WHITE FORMED 30" RADIUS CORNER MK. FP2 SEE OE T. K RADIUS SOFFIT TRIM (EMBOSSED LANE WHITE) MK. LRST30 OU TRIG MK. L 0 �L PANEL E2 2"0 x 8" PIPE NIFE W/ S TD. THRD. LENGTH (TYP.) PIPE W/ �. THREADS #1 Ox3/4 "TEK W/NEO THRU ANGLE @ 12" 0. C. FLASHING f{lOx3/4 TEKS W/NEO 0 12'" 0. C. TO ANGLE SL-316 DECK #14x7/8" LAPTEK WINE @ 12" O. C. APPRC 3MM ACM MIST WHI TE FORMED 30" RADIUS CORNER MK. FP2 \ GUTTER MK. LGI (EMBOSSED LANE WHITE ) #IOx3/4"TEK © 1'-0" O.C. SECT AT ACM CORNER PANEL SCALE: NONE RADIUS TOP FLASHING MK. L TFR30 Ii LII r1IVVLL L I "x l "x0'-1 "x 24 GA. (REMS)A TTACH TO FRONT & BTM. A CM PC. S Wl TH 3M DOUBLE SIDED TAPE RADIUS SOFFIT TRIM EMBOSSED LANE WHITE MK. LRST30 CAULK (WH7 TE) RADIUS BTM. 3mm MIST WHITE MK. BR T30 CORNER SOFFIT D E TA I L SCALE: NONE TOP ANGLE MK. L SA 4 ATTACH TO TOP OF OUTRIGGERS W/1110 x 3/4" TEKS =LASH VERTICALLY FROM OP FLASHING DOWN NTO GUTTER (REMS) 3MM ACM FORMED 30" RAD. CORNER MK. FP2 IING TOP ANGLE &UNDER RADIUS ACM LIP (SEE DET. K) DETAIL AT ACM 30" RAD. CORNER SCALE: NONE 1 SCUPPER MK. L SC2 CUT 2"x10" HOLE LEADER GUTTER 8PIPE NIPPLE IN GUTTER 2" OFF FOLD ENDS & SCREW TD. THRD. BOTTOM OF GUTTER. TO OUTSIDE OF GUTTER TH (TYP.) PUSH TO THE INSIDE OF GUTTER. ATTACH WITH POP RIVETS SCUPPER DETAIL @ LEADER GUTTER H SCALE: NONE E1 PERIMETER CUTTER DE TAIL A T VEN T PIPES IN COL UMN SCALE: NONE MITER GUTTER (REMS) TO Fl T SOFFI T TRIM / \ 3MM ACM FORMED 30 " RAD. CORNER MK. FP2 J � RADIUS SOFFIT LANE WHITE MK. 3MM ACM 30" RADIUS BTM. CORNER MK. BR T30 DESIGN LOADS DEAD LOAD = AS OCCURS LIVE LOAD = 20 p.s.f. WIND LOAD = 100 m.p.h. 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CONC - CONCRETE `a✓ + CH - CHORD ® SAN/TAti 1 MANHOLE OAK C US7ER DIAMETERS INDICATED CH BRG - CHORD BEARNVG 0 L I TELEPHONE MANIOC£ } CLF - CHAIN LINK F£NC£ 1 1 f E 1 DESC - DESCRIPTION G TELEPHONE RISER +!►,� PALM rRFF DIAMFTER INDICATED 1 £L/E-LEV - ELEVA7ION EP - EDGE OF PAVEAIENT GAS LINE MARKER ELEC - ELECTRIC ® 7ELEPHONE CABINET tE CAMPHOR TREE DIAMETER INDICATED \ i FL - FLOW LINE + 1o0.0 SPOT ELEVATION FOOT - FLOR/DA DEPARTIWENT N 1 7 PINE TREE DIAMETER INDICATED ----- OF rRANSPORTA 77CW WA TER VAL VE ir/ 4 INV -INVERT METAL LIGHT POLE MAGNOLIA TREE DIAMETER INDICATED (\ t r 1 IRR - IRRIGA 77ON t LB - LICENSED BUSINESS M ELECTRIC RISERI LS - LAND SURV£Y'OR ti MAPLE TREE DA/METER INDICATED \\ / �7�T 7� MEAS - MEASURED `� U17L/TY POLE/GUi ANCHORS r f � LIQUOR, I '� f ✓•1-I •L''t l T• T r��-' �� 1 �'i'-� \ ( I " 10 R MH - MANHOLE * FIRE HYDRANT �\ ! { 1_ E' M£AS - MEASURED CYPRESS 7R£E DA/METER INDICATED \ 1 t? "TA !A OR - OFFICIAL RECORDS BOOM ■ WATER METER \ : ' 1 PB -PLAT BOOK --r• ROAD SIGN ® CIThYlS TREE PC - POINT OF CURVATURE PI - POINT OF INTERSEC770N MITERED ENO SECTION \ } 1✓i. PGS - PAGES O TELEPHONE WARNING MARKER PT - POINT or TANGENCY � CATCH BASIN PVC - POLYNNYLCHLORIDE PIPE % # _._ __.-.__.__ ._- --• --'---__-..--------------- __.,..,... ._. r d ± 1 RCP - REINFORCED CONC. PIPE IRAMC SIGNAL BOX R/W - RIGHT OF -WAY EXISTING CONTOUR 4 ti r .-r a'r l ;� ; RAMP SAN - SANITARY / -n - BURIED CABLE TEL£VTS10N LINE SCO -SEWER CLEAN OUT ( WET D � TE N TI O N AREA "A TEL - TELEPHONE - r -BURIED TELEPHONE LINE TOB - TOP OF BANK TOS - TO£ OF SLOPE - P - BURIED POWER LINE IRA - TRAVERSE PONT - M -BUR/ED WA TER LINE- Vi; - VE1RlF/f0 CLAY PIPE ` t � _ f y' �/' '' ' � • (CJ -CALCULATED - S - BURIED SANITARY FORCE MAIN } j I I >, (0) - DEED -A•- OVERHEAD POKER LINE I Al�l (J ELLD �-RECLAIMED WATER LINE r - `�DELTA (C£NrRAL ANGLE) - - BURIED GAS LINE R- RADIUS/ARC LENGTH�✓!` CENTERLINE , vp T11 �' '� ___._ ___-_._.___ ____ - --" -- ' '' �' ,/- ✓ 1 1� I'` BOULEVARD PLAZA (BY OTHERS) jo; , RS -� p,1 ,r Ar CO I -000 46.0 '� I t 46.3--- Ln j', fr;('� �B AT PLANTER >v` ARWASH 6 - t (SEE DETAIQ �_ ,� 1 , �{l �� •..T_._ _ 4 r �:�. FIn IN F `DEL 46.0 :?b' i \r \ kt ` ,k _,; } j� ELL.` 47.001 I i, 01 Ci 1 ; 14,E 4 I11 ''J• ,\ n� �`Ja ' - . 0 -1 1, kl< t I O N �; q� Al.I ...o ,ri''1`'O - _ . .- •� . 1 r- 1 1i� N k e. f � � j '`..,i . �• b 3 ` _ 46.1 10 t y - on .15 llpvc :. >. k_ DRAIN TYP.) i 5 >K;' Jr - ' I , -46. � 46.1 / fI 45; �' - -� ��. ) _1--� ,� `1 �� to 'b i11 / ° f t.� F ', t �� .Q - / _ 'ter"' .._ r _.., -••-.• _ / �t: -(- ,', r� OLD "' S Aro. s ter m ' �� ti•- - � (� ;�.11.�',yam'. ___... 4 4..) may(--==----'!�-�L - - ' W -5•;1.•',('�`__._�� ,15(.ry+ �:j,� _ ._ _ -.. 1 1 rY :7t..lty------------ C f ._... _._ `„ \ � tl '�' ' k ,� _ ,, �« Jti� - J:V �s"�. _. _. _ _ _... '"I'---•••,r-�,,`'-�"_-"--"'+�,c, s �•' {- _fs�.L�' " -- _ _ tJ st a. �. 6 1 \ 0. 42.0---1�� \ � r � � St., A ` �1 r �� f r� �r O �t ..� Q Ilb tx ..J'-r �?K: �l 4 Q s E� ' l C NCR WAL `• 2 TEA,,>x 1 r ego?�-� , >r F -. - � � ELEVA n 3. 36 r' i ___ $ �� D EVAR m a -� •}.:s ate. \(5- "=- r4ripMARy B _.--,;=,- _------ $ , o kcp G� %C�+ r � - - aI ^� > ti / Q ss 8 ARR1�RS M P1N p,1N _ oti 0��Q 1� LZ) ,� ►'`?�� 511.E 4 p,NO npN. I--�-='x -p ^� Q, , ��' 1N5�P� `SHEEN C�NS�UC ��2.1 + �o _ o �o S�3 -�_ pEAA NOVA c,. c pUG h 2 4 "RCP - ---" , , 1 O , Q jam_ _ j /'�'~ -6 i . .fir\, • ::1 -•-y' '' � - 5' . IV. ej 41 14 k rno,°'� ���I�= ' ••�.;%� t s? ; °r' �LEPNONE RISER till Y . j4- 42•R,3 .` tx 1k' q. LEGEND TYPE ONSI TE PAVEMENT CONCRETE PAVEMENT u 0 0 PAVEMENT SECTIONS 0 Q 1-1/2" TYPE , -3 6" LIMEROCK BASE ASPHALTIC CONIRETE COMPACTED TO 98% MODIFIED MINIMUM MARr11ALL STABILITY PROCTOR MAX DENSITY PER ,cnn rce ♦ACNin T-tAn-IRR im (PRI 6" - 3,000 f"•1 CONCRETE N/A REINF. w/ D5 • D5 13 x 13 WWF 3" - 4" SLUM(' Q 6- STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED PROCTOR MAX DENSITY PER AACMTn T_]Rn IRR An COMPACTED TO 98% MODIFIED PROCTOR MAX DENSITY PER STORM SEWER SYMBOL LEGEND 'ABBREVIATIONS LEGEND: '= GRATE, R- RIM, A- APRON, S= SLOT, W- WEIR, T- TOP, INV- INVERT, STR= END WALL '•TRUCTURE, R(,P- REINFORCED CONCRETE PIPE, ERCP- ELLIPTICAL RCP, CMP- 'ORRUGATED METAL PIPE, ALCMP- ALUMINUM CMP STORM SEWER LINE STORM MANHOLE DRAINAGE STRUCTURE SCHEDULE OUTFALL STRUCTURE' No. TYPE TOP EL INV EL PIPE SIZE DIVERSION STRUCTURE INLET t HEAVY DUTY FLOOR DRAIN G. 45.90 W 43.50 (4") 1- 2 28LF - 4-PVC O 1.00% MITERED END SECTION CONCRETE SPILLWAY 2 HEAVY DUTY FLOOR DRAIN G 45.90 E 4 3.2 2 (4") W 43.22 6") 2-3 28LF - 6-PVC O 1.00% All, CURB INLETS -A 4550 EXISTING SPOT ELEVATION 3 OIL/WATER SEPERATOR C 45,90 E 4 2.9 4 (11 W 42 94 (6") 3-7 SL.F - 111 O 1.007. 4 STORM CLEANOUT G. 45.95 W 43.45 (8") 4-5 30LF - 6"Pvr 0 00% - - - -45- - - - EXISTING TOPO CONTOUR PRIOR TO BL PLAZA PREGRADING " 45.n -- EXISTING TOPO CONTOUR AFTE TO BL. PLAZA PREGRADING wn lj-- 5 STORM CLEANOUT r> 45.95 E 43.15 (6") W 4315 (8") 5 6 ?HLF - 8-PVC O 1.00% PROPOSED SPOT ELEVATION 45.5 PROPOSED TOPO CONTOUR F STORM CLEANOUT G 46 10 E 42.87 (8") W 42.87 (8") 6-7 15LF - 8"PVC 9 1.00% 7 STORM CLEANOUT G. 46.00 E 42.72 (8") SE 42.72 (6 W 42.72 (12"� 7-8 21LF - 12"PVC 9 2.24% 8 TYPF E INLET W/ A. 44 85 G. 44.60 SE 42.25 (12") NE 42.00 (15") 8-9 147LF-15"RCP O 0.35% CONNECT TO KNOCKOUT PROVIDED CONC APRON BY BOULEVARD PLAZA. q TYPE E INLET BY BLVD PLAZA A. 45.95 G 45.70 SW do E 41 48 (15") CONSTRUCT CONCRETE APRON 10 TYPE E INLET W/ A. 45.00 G. 44,75 N 39,87 (18") 10 11 106LF-18"RCP O 0.50% CONC APRON IT STUB BY BLVD PLAZA INV 39 34 (IA-) C(]NNECT TO STUB PROVIDED BY BOULEVARD PLAZA. EXIST I'A I V 'T LA( VARY BY 19 P PROJF. C T SITE 0. - PAVEMENT BY BOULEVARD PLAZA EL 45.75 EL. 12Jf % 0-GX\ _ £Xl c T/ PROPOSED ASPHALT - PAVEMENT, SEE SPECS SECTION C- C NTS OAKS & tO. LOT f 4:1 SLOPE 3: 1- MAX - ,MARY BL VD- I LOT 4:1 SLOPE- OT e P TES 8' ALBERTSONS EXPRESS -C ya-0 RAS )N FINISH FLOOR EL 47.00 GRASS `?& £X/ST. 6W,40F PROPOSED STRIP 3 REMOVE ^L SURFACE ORGANICS.-` PAVEMENT, FILL & COMPACT 10 6% MAX DENSITY PER AASHTO T-18(1 1 4 MAX, 12' LIFTS SECTION A- A NTS BERM CAR WASH C EXPRESS EL 48.50 S/w EL 47.00 CURB AT PLANTER CURB AT SIDEWALK STRIP & RFMOVE ALL SURFACE ORGANICS• FILL & COMPACT TO 95X MAX DENSITY PER AASII10 T-180 IN MAX. 12' LIFTS SECTION B- B WINI ,tipaffaiNdiI NTS.r& 4- LOT -I _ W U z 0 o Sui z bQ�0-CL o� t0 0p)� m N p\ M o C) C Q. O E W N Co p in Q W Z Ix a.� Cr° C7 LL T � O w O U) N CD Z � M O 4.1 SLOPE TI1 i CURB AT PLANTER TYP. (SEE DETAIL) 0 ENGINEER NOT FOR CONSTRUCTION FOR INFORMATIONAL PURPOSES ONLY NOT VALID wumour SIGNATURE AND SEAL OF DESIGN ENGINEER DESIGN DRAFT CHECK RMH DSG PROJECT NO. 98064A DATE APRIL 1999 SCALE 1 " = 30' SHEET C- 3 , ..� •+Y'�.-'-__ ". �' .:y-..<L-.-.. _... ..__�Imt,i i.._.. -.-.>.fo... ,:....... ,�_. ,._r..til�r-..._.i e_:W.... _..-]tL.y,. ,._,itr ..,.i_ �. ae�W. uLi.1R�..1L ...'__..,,,�fiL./,�-_L:1..._� ... 1...... :. ...a..:l':_.._- -_ ^�4_a'.]G���., .-ffibi,'h'111=�_.' 1:4:iL'I:�L, 3:.JFa•__,':L�S:;j;Y�W�:_ _-- _ 0 I 0 CONCRETE APRON CONTROL JOINTS ® 5'-0' O.C. CONC. FILLED 6" DIA. POST ANCHQRED CONCRETE FOO ING. �,TEEL 1.IC-4 CHAIN LINK GATE BLF DIAGONAL r(!U� C—�T1S5 6' CONC. SLAB SLOPE TO DRAIN. 8" SPLIT -FACE C.M.II RAISED CURB 'TRASH ENCLOSURE PLAN 44 PAINTECC MAC�C0?CHCSTORE FIELD COLOR 0. CONCRETE CAP (2)#5 CONT. BOND BEAM TOP. AT TOP. GROUT TOP COURSE SOLID �- 'JLTCH C-STORE COLOR TENT (2 /5 CgqNT. BOND BEAM AT 4'-tl" O.C. iO #6 VERT, BAR 0 24" O.C. I 1 /2' FIBER EXPANSION JOINT - •7'-0 6" CONCRETE SLAB WITH I 13 X 13 D5 X D5 W.W.F. io "•---x-�- T.O. PAVEMENT 4- #5 DOWEL AT 24" O.C. GROLIT SOLID 8" iv CONC.' FOOTING 8" X 24" WI (2) #5 HORIZ. -ery iA (2)#5 CONT. ENCLOSURE WALL SECTION ! - DUMPSTER PAD I I I 1 i T e � I 0 CQ CID m r1 CV :L j9hL4Adk_ c 0 g co a: CD i Z n N CD U- 0 I '-0` HIGH X 5'-0" WIDE HAIN LINK. GATE W DOUBLE IAGONAL PRIVACY LATS & IAGONAL BRACING. PAINT G C-STORE) --- 4" PRECAST CONC. CAP �\ 6'-4 ABOVE PAV T.O.C.M.U. CONC. FILLED 6" DIA. STEEL POST — 8" SPLIT -FACE C.M.U. PAINT TO MATCH C--STORE FIELD COLOR ----_ 0'-0" PAVEMENT -$ --- - TOP OF PAVEMENT & CONC. SLAB 1" DIA. GALV. PIPE SLEEVE (4' DEEP) 5/16" LIFT PIN ---�' FRONT ELEVATION i_ 2�-Q--1 ENCLOSURE SLAB SECTION T CONC. FILLED 6" DIA. STL. POST. 5'-0' X 5-0" CHAIN LINK GATE WITH DOUBLE DIAGONAL PRIVACY SLATS. PAINT TO MATCH C-STORE. 6" CONCRETE SLAB WITH 13X13D5XD5W.W.F. SLOPE 2' VERT.28ARS CONC. JHORIZ. FOOTING (4) 8 O.0 PROVIDE (�3) �13 HORIZ. BARS IN TOP 5'' SPACED 1" APART. 6" 0 SCHEDULE 40 BLACK IRON • PIPE FILLED WITH CONCRETE PAINTED YELLOW (2 COATS) FINISH GRADE CONCRETE PAD 5 C.F. CONCRETE ANCHOR °I • OR AS OTHERWISE SHOWN 6••--J I°-J I--s` a e e• CONC. PAD M'/ LOOP OF II4 REBAS1 10 MAIN LINE I ❑ � � o ID FRAM AND SOUR LID: HIMNAM R—i974—A OR AFPR94M EQUAL: r/ °' DIA CLEAR am" I e' PVC CLEANOUT STACK • - 45' BEND ILOM MART UK __-'`' _ YIYE STORM CLEANOUT MLET DIMENSIONS TYPE A_ B C 0 C S-4" 2'-0' 4'-5" S-1" D 5-5" 4'-1" 4'-5" S-1' E 4'-4" 3'-0" 5'-10" 4'-6' USE CAST IRON TRAFFIC BEARING GRATE FOR INLET TYPES C do E. USE STEEL GRATE FOR TYPE D INLETS. 4 BARS-12" O.C. EACH WAY) 8" 8" 8� 2'] i r 1 f 2"C I. 1 Y TYP. - F L 11 LOW TYPE III SILT FENCE I NOTE. SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART 1, SHEET i OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3. Optional Pos 20'+ Principal Post Position Positions (Canted 20 Toward Flow) 0 a / I 1 filter Fabric II II 1 1 Silt Flow SECTION Post Options: Wood 2 1 /2" Min. D. Wood 2" x 4" Oak 1 1 /2" x 1 1 /2" Steel 1.33 Lbs/Ft. Min. Filter Fabric ( In /Conformance with I 6' Max. I Sec. 985 FDOT Spec.) 0 \ � � 11 11 1 > 14 u u ELEVATION Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence ( LF ). TYPE III SILT FENCE GREEN /AREA V-CURB (tYP) SEE SHEET 4 FOR ASPHALT ELEVATION — _ 2.25" WIDE (LONG SIDE C,E INLET) o 2" DEEP \SHORT SIDE 0 INLET / GRATE EL. s j e" SECTION PLAN TYPE C, D & E INLETS F.D.O.T. INDEX ##232 SEE SHEET 3 FOR INLET OR RISER TYPE & GRATE EL. PLAN CONCRETE APRON TO EXTEND 18" FROM INLET OPENING I. ON ALL SIDES �---:.. T „. /40.0 ASPHALT PAVING --f� V CURB SECTION EDGE OF } APRON 3"TC� APRON SHALL BE 4" THICK 3000 psi CONCRETE TYPICAL INLET W/ CONCRETE APRON TYPE ITT SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS if�\ TYPE III SILT FENCE EROSION AND SEDIMENT CONTROL NOTES 1, SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED N TO TRAP SEDIMEN I SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING I'- � Z ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. (SEE SHEET 7 OF 13 FOR EROSION CONTROL DETAILS.) M 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT rHE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR 70 ANY GRADING OR W DISTURBANCE OF EXIS71NG SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER U SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLO'NING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED Z AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE O C-)10_ SITE. TEMPORARY SOIL STABIILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TOJ DEN''PED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED W W FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS (L 0 THAT .ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURII•TG C014STRUCIION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR 'M PROTECTED TH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR (0 0 THE IEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL S STO(rPiLES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE W W PROJF CT SITE. X X 5. AMP ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMFOIATELY. cr)v N 6. SEDIMENT WALL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT \ \ ENTFP THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE O TRENIFD 10 REMOVE SEDIMENT. O 7, PERIC,f4C INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST 9E PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, 010T•+1`11, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SED1luFNT LEAVING THE PROPERTY SEDIMENT CONTROL MEASURES SHALL BE IN ' WORT ING CONDITION AT THE END OF EACH WORKING DAY. C1 8. WHEPf CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, 09 PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING Co ONI_1 THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SUPf ACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT w THE I.ND OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL n2 ~ N A C) AREA STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT �"`' IS REMOVED IN THic MANNER. A O CQ 0 CO 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED U w I WITIn11 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY 0 C) CA MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE W U 44 r_1 cv) DISr {'SITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO Of f., cv) PREVENT FURTHER EROSION AND SEDIMENTATION. Q �' E'+ ,y -Z CL EROSION CONTROL DETAIL w (FDOT INDEX #102) U e•1e• w e' DOW- PAD W 1�1 LOOP CF #4 NEW+--.-1 10 � 1::9 C)°� ► �� b I o b < FRAME AND SOLD LID; HMNAM �11-11974—A DR AD EQUAL, 4' DIA CLEAR OPENN< Cq co d-09M e" PVC CLEANOUT STACK O 48' BEND I FLOW 8. rye �• iial• w>tf . . SANITARY CLEANOUT IM 6' - MIN 11�tt 3"M X. 1"R� 1-1/2"R " I` LANDSCAPINGI 1iv 0 iv L PAVING LU I` c N -ASPHALT PARKIN CONC, SIDEWALK 7, T 7 itM 8 MIN. 9 MAX. 1 1'R (T�...( 0 a GASHED LINE INDICATES C _ 2"MIN. 4"MIN. CONFIGURATION WHERE WATER W Z Tp 3 MAX. � 5 MAX. �0�� DRAINS AWAY FROM CURB ASPHALT 5"MIN. ao W I. PROVIDE EXPANSION JOINTS AT 25' O.C. MAX. AND AT 6 MAX. cc j co CURVES, TANGENTS AND CORNERS. 0 LL BASE MATERIAL • 2. BASE OF CURB TO REST ON COMPACTED FILL. P4 BARS, 18' LONG -� 3. SACK FINISH EXPOSED SURFACES. co WO PER WHEEL STOP E 4. GUTTER CROSS SLOPE TO BE 1/2" / FT. WHEN DRAINING � � WHEEL = O o IL' L N�S �T� AWAY FROM CURB AND 1" / FT WHEN DRAINING TOWARD /� , o 3. `* CURB. SEE GRADING PLAN FOR SLOPE DIRECTION `i.1 O Cn In X C-OIII 0 N Z C. ,'-6" CURB & GUTTER �o o h 2"R. AT PLANTER "' _' M 3-R. I R. `D • . - • •�k. m L` tO BUILDING WORK SITE WORK to C O 24" ;I 1/4' RADIUS - r_•• a TOOLED EDGE TYPE F CURB AT BAR BENT AT 24' O.C. 4 BY SITE CONTRACTOR F D.O. 1. INDEX #,300 EXTEND 6' INTO SIDEWALK ��1/2-R ENGINEER CONCRETE ' NOT FOR CONSTRUCTION _ C e - - `n AVEMENT FOR INFORMATIONAL PURPOSES ONLY NOT VALID W MIOUT SIGNATURE 14 BAR CONIMIUOUS ••U AND SEAL OF DESIGN ENGINEER TOP AND 001TOM DESIGN DRAFT CHECK ADJACENT TO PAVEMENT ADJA(I NT TO.GRASSy • 4 CONC. CURB RIyjH DSG CONC. SIDEWALK 1`1S1TE5: 1 PROVIDE EXPANSION JOINTS AT 25' O.C. MAX. AND PROJECT NO. g8064DET ASPHALT -t_L1 AT CURVES, TANGENTS AND CORNERS. N E • � tO 2 BASF OF CURB TO REST ON COMPACTED FILL DATE PAVM'T BASE 3. SACK FINISH EXPOSED SURFACES. A P R I L 1999 6' 6" CONCRETE SHALL RE 4" 4 4. RUN BARS CONIINUOUS THRU EXPANSION JOINTS. 3000psi W/ 5" STOMP SCALE NONE SIDEWALK CURB AT SIDEWALK SHEET NTS C e /T S+ `�''s�'_� TIF�fr; T47 - ii' ��.�", i ;I'^rr '-•. ' '<'°-rV:--s - - CD 0-) m In- v CU 00 CTI Q T7 aJ �-f W O I V LD O cc) Cr fi O LL- Z Q fn V CD O CD i O) / IT 3 0 a; Lu E to L 13 0 cu fu / U L U S S4- AIR Ma iM niNA sow VARIES WE NOTE 10 A FBED MADE •---\ BSN "` L 2- MIN. A�SPMLAC(SELE�CT W4RN FL[XIBLI 0 H is CUT, SEE NOTE 2 NOLE MAY VARY 1rSIC NO ' 4� 1 / PC O.D. 6- (TYP) ROCK r;PIPE BEDDING (SEE HOTS aa 9)URBED NOTES: - EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% Of THE MAXIMUM DCHSITY AS PER AASHTO T-Lao. 2. TRENCH BACXnLL: COMMON TILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. rLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.9.4 of UTILITY MANUAL root DEsioo MfY.. 3. USE OF ME A KDOING TO K DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPf DIAMETER LESS THAN 24-. AND 24' MAX. FOR PIPE DIAMFTER 24" AND LARGER. THE MINILMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER Of 111E PIPE. S. WATER SHALL NOT K PERMITTED IN THE TRENCH DURING CONSTRUCTKNI. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION Of THE FLOW. 7, REFER TO SECTION 32.3 OF THE MANUAL FOR SHEETING AND BRACING N EXCAVATIONS. SHALL COMPLY WITH STATE Of FLORIDA TRENCH SAFETY ACT. a. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4 MINIMUM FOR PIPE DIAMETER LESS THAH1,I5- AND 6" MINIMUM FOR PIPE DIAMETER 111- AND URGER. 9. DEPTH FOR REMOVAL Of UNSUITABLE MATERIAL SHALL GOVERN DEPTH Of KMHG ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS ACQUIRED TO PEACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBEO AREAS SHALL BE SOOOED TO MATCH ADJACENT DOMINATE GRASS SPECIES. I it. FINAL RESTORATION IN IMPROVED AREAS SHALL K IN COMPLANCE WITH ALL APPLICABLE. REGULATIONS OF GovERMNG 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 -T FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). IF PVC:C-900/905 PIPE .SIZE --- 4" - 6" -- 8" 10" 0 2" •14" 16" 18" 20 24" 90` BEND 32 42 50 56'' 45- BEND 13 17 21� 24' 22-1/2' BEND 6 8 101 12 11-1/4" BEND 3 4 5 6 PLUG OR BRANCH Of TEE 41 63 83 103 NOTES: i, FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS 0t 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 UNE VALVES AND THROUGH RUN Or 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:- PVs __ HDPE _ s WORKING PRESSURE:-1 f =P•S•I• P.S.I. • SOIL DESIGNATION,.-Wk-ML ---- + LAYING CONDfTI0N9:- -3__ -_ ----- TO BE COMPLETED BY TITE ENGINEER RESTRAINED PIPE TABLE PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A PVC PIPE COLOR WATER MAIN: BLUE I TYPICAL PIPE 2" TO 6' RIPE - 6" TAPE 15 CENTERED ALONG TOP HALF Of PIPE• POTABLE WATER MAIN ` POTABLE WATER MAN 1 i to' TO to" PPE - 6' TAPE IS PLACED ALONG BOTH SIDES Of TOP HALF Of PIPE. MPII 1/•• "WWI wM OM+ mwd w" •HIP• nTA•M M/O wwo MARA SAM RPR1 POIA4It IwIN IIPK 1 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF Of THE PIPE WITH A 7141010 STMP CENTERED ALONO TOP HALF OF PIAE. HIM ,IA I14v1•N WAR tMW1 JTF/MV If/R ni w TWYAIN , PN•RIA ,PIKO WA f1�AAI• !Iw IM P01AAA •+m i••M W M HAVE ►WAM •MO WAPOII�A WWI WM PAPER BACKED ADHESIVE IAM (TYPICAL) 7-­1" 12 - - /--' ,HMI WX. ra.wl �PII• I+IA• � 1" 1•••.AA •AID HAM � 4 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNAIED LITTERING SHALL IRE USED. THE TAPE SFIA.L RUH FROM JOINT TO JODIT ALONG THE PIrE. nTABLE WATER MAId WITJ IDEH11EURQh--TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE OF EXISTING TRFMW WIDTH VARRS SEE NOTE 9 PAVMENT (TYP.) , nPE FIHM4ED GRADE -\ j;. 1/\■ICI 1 '/�/ • UNDISTURBEDWIN(SEE NOTE 3) No TES: I. PIPE KDDINO: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASNTO T-HBO. 2, TRENCH IACKFILL. COMMON FILL COMPACTED TO 957E OF THE MAXIMUM DENSITY AS PER AASHTO 1-190. FLOWABLE FILL 100-125 P.S.L, SHAD. BE USED WHERE EXISIINO PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE REDOING UTILIZING SELECT COMMON FILL OR B£ODINO ROCK IN ACCORDANCE WTTH TYPE A BEDDING AND TRENCHING DETAIL MAY K REQUIRED AS DIRECTED BY THE CRY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24". AND 24' FOR PIPE DIAMETER 24" AND URGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE_ 5. WATER SHALL NOT K PERMITTED IN THE TRENCH DURING CONSTRLICDOH. 6. ALL PIPE TO K INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7, REFER TO SECTION 32.5 OF THE MANUAL FOR S14EETINO AND RRACINO IN EXCAVATIONS. SHALL COMPLY 'MTN STATf Of FLORIOA TRENCH SAFETY ACT, R. FINAL RESTORATION IN IMPROVED AREAS SHALL K IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS Of GOVERNMO AGENCIES. SURFACE RESTORATION WITHIN CITY RKINT-Or-WAY SHALL COMPLY WITH REQUIREMENTS Of RIONT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURKO ARIAS SMALL K SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRICHIM LIMITS Is' MIN. - #4 BARS ALL AROUND (MIN. 2- CLEARANCE AROUND PIPE.) B 6' MBE. (TYP.) TIE RODS INCLUDINO 4• 4" ■ 1/2" NU13 AND WASHERS (SEE SCHEDULE BELOW) HOT DIPPED GALVAMZED OR STAINLESS STEEL C (a- YIN.) MECHANICAL BEAPTNG PLAT[ JORFTS (TYP ) /4 BARS -\ UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2- PVC SLEEVE NOTES: 1. ADDITIONAL RENFORCEMEW3 SMALL K AS SPECIFIED BY THE ENOINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL K 3000 P.S.I. 3. BEDDING, BACKFILL. AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. All FORM BOARDS SHALL BE PEMOYED PRIOR 10 BACKIILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIFE WALL AND THE THRUST CIxLAR. 6. DESIGN PRESSURE: P.S.I.• MIN. ` SEE TRENCH DETAILS FOR PIPE BEDOFNO RfOUIKMENTS - 3" COVER SCHEDULE . . MEN WATER MAIN THRUST QQLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL IB VINYL CONTINUOUS MAX36"ARNING TAPE WN. TYPICAL UTILITY PiPE GE�RAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PPE AT A MAXIMUM DEPTH CEPTH OF 16 ARCHES OR AS APPROVED BY THE CITY. IT SHALL K COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. ORAVITY SEWER A. COLOR: BLUE WTTN BLACK LETTERINO. A. COLOR: GREEN WITH BUCK LETTERING. B. LETTERINO: CAUTIOII: WATER LINE B. LETTERINO: "CAUTION: SEWER LINE BURIED BELOW' OR SIMILAR WORDING, BURIED KLOW' OR SIMILAR WORDING. 2 RECLAIMED WATER 4. SEWER FORCE MAIN A, COLOR:PUR►U WITH BUCK LETTERING. A. COLOR: BROWN WITH BUCK LETTERING, B. LF.TTERNIG: 'CAVTION: PEClA1MED WATER B. LETTERING: CAUTION: SEWER FORCE LINE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW' OR SIMILAR WORDNHO. WORDING. S. A COIAR-CODED 14 GAUGE CoNnHOUS INSULATED LOCATING WIRE SMALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SMALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) U IUTY PIPE WARNIbIg TAPE (sEwER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 (,r 1 SHEETED TRENCH UNSHUTEO TRENCH �- AE NOT[ 1 • I:N. (IYP.) 4' f- '. ! 6 f ti .. ` Sim CAN UNDISTUIIBED f 3000 03.1 • K FORMED U.RTN CONCRETE SNEEHNO Y• ' 3000 P.S.I. ', j', CONCRFi[ KOOR+O 4' YIN ROCK . L EARTH / CONCRETE ARCH FULL ENCASEMENT SMCTED TREIICH LN6N[[T[D TRENCH to, MIN SEE NOTE 1 SHEETING SIDES CAN K FORMED .D•/4 - •0•/2 '' 3000 PSI -r CONCRETE f •. 6' YRL , ` ' ' i �.. 4-- UNDMTU%1K0 CONCRETE CRADLE HOTESt 1. (•): 13' MAX. FOR PIPE OUMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24' AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL K EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. -D- REFERS TO THE DIAMETER OF THE PIPE. 3. "1' REFERS TO THE THICKNESS of THE PIP[. 4. THE NEED FOR CONCRETE ARCH HALT ENCASEMENT OR FULL EMCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF IMF UTILTIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL K FORMED, AND LOCATIONS SHALL BE INDICAIED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS RESTRAINED JOINT DUCTILE IRON PIPE 36" MIN. (SEE NOTE 2) COVER T,VENT HOLE 4" MIN. I �-- 6" MIN. U STEEL CASING PIPE DUCTILE IRON PIPE CASCADE TYPE ' CASING SPACER NOTES: I 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE 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. AS 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 OPENING AND 4"x4" 4' z 4' PRECAST SUPPORT POST (TYP. CONCRETE VAULT LOCATION) FINISHED GRADE 36" SQ. CAST IRON FRAME - AND COVER WITH 4" MAX. 17-1/4" ; ACCESS LID. r­i GROUT %{ PREMOLDED PLASTIC 2" VALVE (TYP.) JOINT FILLER f 2" POLY--: 5" WALLS (MIN.) 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE •. WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE T - -- SEE NOTE 2 VALVE 2' NIPPLE SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 FITTINGS AND PIPE FOR A.R.V. SHALL BE BRASS 6" 1 BEDDING ROCK 8' x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBIKATION AIR/VACUUM RELEASE VALVE, CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND APES. VALVE wri 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 K 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC W.MM FATED. AIR OR COMBINATION AIRIVACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP.) AREA FOR PLUG -IEffF, CROSSW/PLUS CROSS W/ TWO PLUGS AREA WOOD BLOCKING (TYP.) AREA FOR PLUG T T TEE W/PLUG AREA FOR AREA FOR 45, BEND 1 TEE AREA FOR PLUG TEE W/ IE END PLU THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" 1K. CONC. PAD (FLUSH - WITH FINISHED GRADE) 3" DIA. BROJ4ZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD �4 REBARS CONC. PAD -STAMP AS STAMP AS REORD. ALL AROUND-7 REO'D. SIZE OF VALVE •, TYPE OF VALVE 2-1/2- ~+ SERVICE , N do NO. DIRECTION NO. , 4 ' TURNS TO OPEN • •� '. :' ; APPLICABLE VALVE . �J A •� BOX AND COVER (SEE FTC. 115) _ 12- 7 ANT07W 3000 P.S.I. 2" MIN. (TO BE APPROVED CONC. MIN. Y CITY) VALVES 16 INCHES AND LARGER 6" 1K. CONC. PAD (FLUSH WITH FINISHED GRADE) 14 REBARS ALL AROUNC APPLICABLE VALVE -mil ! • I I BOX AND COVER II (SEE FIG, 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 1 D7 CONCRETE VAULT 36' SO. 17-1 4' 4' MAX.-- 4 R ♦ CA PRIMOL.DfD PLASTIC - JOINT FILLER r PIPE PLUG (TYP.) - 2" NIPPLE--- 2' CATE - VALVE 2- NIPPLE ----- 2• 90' REND 6' BEDDING ROCK S' x 16" REINFORCED CONCRETE FOOTING. ,--20"" 0A. VENT PIPE SCREEN OWESH / AM " sMIIND P4*9 ON)OST LOCATIPRI FROM FRAME /-CAST AND COVER WITH IXRIeq/ ACCESS LID. _ PROPOs o -GROUT PAVEMENT -►1HISHED GRADE OPERATOR NAFI OLE �- 2- VALVE (TYP.) --CAST IRON VALVE Box S" WALL (MIN.) 'for SECTION +--- EXTENSION - 2" PORT WITH ROD AS THREADED PLUG REQUIRED SEE NOTE 3 GROUT 2' 10' SEND 2- NIPPLE 2' BRASS PIPE 2' GATE VALVE WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE , PER sf [ancATTON SECTION 50.5.4 NOTES: ' 1. ABOVE DETAIL IS DOSED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE ►IP[ AND FTTTINCS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO K DETERWHED BY THE VIGIHEER AND APPROVED BY THE CITY PRWR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINf3NEO GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SMALL BE ADEQUATELY SUPPORTED, QFFSET AIR OR QQMBLNATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REORD) BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE �• UNDISTURBED WITH JOINT (TYP.) -� B SOIL (TYP CONCRETE THRUST BLOCK (TYP.) W2 ': TRENCH WIDTH 1. THRUST _ f t EDGE OF TRENCH ' I THRUSJ BLOC.N AREA 50. FT.) I (TYP.) FITTING MIN CONCRETE THRUST BLOCK NOTES: 1. THRUST BLOCK KARINO AREAS SHALL K POURED AGARMI UNDISTURBED MATERIAL. WHERE TREIFCH WALL HAS BEEN DISTURBED, EXCAVATE ALL. LOOS[ MATERIAL AND EMEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST DLDCK FULL LENGTH OF rTTR4Gs. JOINTS. NUTS AND BOLTS SHALL NOT BE COVERED BY' THRUSH BLOCKS. FITTINGS SHALL K PROTECTED BY POLYETHYLENE FILM (6 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCI. S. ROUGH BLOCKINC FORMS SHALL K USED ALONG !IDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION. AS REOWIED TO Suit THE SPECIFIC FITTING ARRANGEMENT. S. ALL WOOD BLOCKING SMALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN "CC. S. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET nVE (5) DAYS BEFORE PRESSURE TESPHO, UNLESS HIGH EARLY STRENNOGIN CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SCHEOL" FOR TM M BLOCK APEA3 "PI (M�T M tw m 16 "Ia°m tl-1/1 IDOOOR! 1"1 (CpOm IIZ ♦ dC}W 4 IT I w _ _ • A K OMPL M W RIM•R THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1039 PVC PIPE COLORS GRAV" SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LWHT GREEN TYPICAL ►NE 4' TO 6" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE SEWER LINE 10- TO 16" PIPE - 6'TAPE IS PLACID ALONG BOTH SIDES OF TOP HALF Of PIPE-- im •xY4 •n va" +n Most On= LM /IRP16I LM 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF or THE ME WITH A THIRD STRIP CENTERED ALONG TOP HALF Of PIPE. 210 OM. HMI lFr - arm IRE •na U[ us r.o t.! PAPER BACKED AD�H�ESJJIVE VINYL TAPE (TYPPKAL) I /( IIAx. +jeual ut� 1" KIM tw FOR SEWER LINES -/(TAPE SHALL BE GREEN WITH BLACK LEm- TWO. ,: ��� B• FOR SEWER FORCE MAIN - TAPE SHALL K BROWN WFTH BLACK LETTERINO. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PPE. ALL FORCE MAINS AND DUCTILE" IRON QR_AYLLY-_LIKE-5 WITH ID NIIFIQATION CAPE HIS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAV11Y) CITY OF SANFORD 1999 FIG. 108 ALL LETTERS 2" N INOGHT WITH 3/4. SPACRK: RETWEEN ROWS 11" IRRIGAiING W11H RECLAIMED y 3/4, 12' WATER -DO NOi DANK 1 1/2- a 36- (MAX) • 1 1/4' . I/2- BORDER .. .• a . ,. . • NOTES: 1. H[IGNT OF SIGN WILL OfnI D ON 1AXAMN AND SUNROUMD1W LANDSCAPE PLANT TYPES. 01 ALL CASES, THE SIGN SHALL K Y1341.E TO TH[ PUBLIC. 2. BACKOROR00 SMALL K IANTOW PUIB'LE 52M LETTERS SHALL BE WRITE. MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). • PIPE SIZE DIP: CL350 -- 41. 6" 8" 10" 12" 14" 16" 18" 1 20" 24" 90' BEND 45• BEND - 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHAH. 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 SI4OWN 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 _ IF WORKING PRESSURE:--__-P.S.I. • SOIL DESIGNATION: --- • LAYING CONDITIONS:- 0 TO BE COMPLETED BY THE ENGINEER G. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF I.S. 13ESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 104B Py0 P1PE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2' TO 6' PIPI - I' TAPE IS CENTERED ALDNO TOP HALF OF PIPE RECLAIMED WATER MAIN RECLAIMMEO WATER WAIN . , 10' TO 15" PIPE - 6' TAPE D PLACED ALONG BOTH SIDES Of THE TOP HALE Or Pvt. 20' ANn LARGER PPE - TAPE Is MACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD SIRR' CENTERED ALONG TOP HALF Or PIPE.- ��..� .....N Imp ,� AM,r � •r .,� w r r.Rr +.. � � PAPER �BACKED ADHESIVE VINYL TAPE (TYPICAL) RICHES IMPRIGIUT[D UIIERINO SHALL K USED. THE TAPE SHALL RUN FROM JOINT TO IOINT AI.DNO THE LENGTH Of THE PIPE. REQLAIMED WATER MAINS WITH IDENTIFICATION TAPE "IS PIPE IDENTIFICATION (RECLAIMED WEER) CITY OF SANFORD 1999 FIG. 109 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. S, ENGINEERING GRADE REFLCCTIA MATERIALS SHALL K USED. A. POST SHALL K U CHANNEL 2 IS. HOT ROILED 110" TENSILE RAIL OR MLLET STEEL. HOT DIP GALVANIZED PER ASTM A-123. S. MOUNTING HARDWARE SHALL W STAN.ESS STEEL. 6. SIGNS 94MI K PLACED BY THE CONTRACTOR N ACCORDANCE MTH THE CITY AMMO ENOINEERINO PLANS AND/III AS APPROVED BY THE UTILITIES WKCIOR. NOT FOR CON4F111.IC7'iON FOR INFORRIAI-IONAL PURPOSES ONLY RECLAIMED WATER IRRIGATION SIGH! NOT VALID wrrnoLrrSIGNATURE _._ AND cFAI, OF DFSICN ENGINEER CITY OF SANFORD 1999�FIG. 114 CITY OF SANFORD UTILITY STANDARD DETAILS1 DATF1999 A�Ro m M. CRUMPTON PE DET001 ..�_ ALBERTSONS EXPRESS PROJECT No. 98064 SHEET C-5 N TEE RAISED 1-1/2- LETTERS PRECAST FLUSH WITH TOP Of COVER x.. ❑ o o D WALL -"�- 'CITY OF SANFORD" WALL INFLUENT SEWER "SANITARY' OR "WATER AIR RELEASE" "SEWER AIR RElEASE,bR "STORM WATER" :opnoaooDO000 oaa000DD o a o o D D o 0 o D o0 0 o D o 00 0 0 0 0 - - 6' BLACK STEEL MIN. (SEE NOTE 3) AS APP(ICABLE -- a I O O O D O D O D 000 013000000000 CONE. FILLED, PRIMED C VERTICAL PIPE I FOR CITY MAINTAINED O O 0 a 0 D 0 0 0 3 a 0 0 0 0 0 O O U / TROWEL-FR/YSN[D Of VEI TC L PIP EY[NT �/ FACILITIES ONLY i CONCRETE BENCHING D D a cl a n o 0 0 0 AND PAINTED OSHA 0 0 a Iso n D 0 0 o a YELLOW (2 COATS) CONCRETE RASE TH"NESS (INCHES) FORCE MAIN MANiIOLi LINER INLET CONNECTION DROP PPE • a 0 0 0 00 ❑ a 0 0 U 1O H SEE WMHOLr y' Sq OnOn600D0000 OOOOo00OQ00 A$ REOURIEO (SET NOTE 1) D O O 0 n 0 0 0 O 0 0 0 0 0 0 0 0 0 0 D 0 0 1 1 CON1ECToF (04CMR - - IHEIOHI (FEET) 1= - MATERNAL 4ANu►ACTURER 97 BEND -:_-•-F-• r---- .y' 4 '• OOD000DDO0OD OnODa000 n � I' \ FINISHED GRADE ! OtTAILS 4B-SS 2' ooDoa000aaDD aaa000 - v I - 54-57 se-eo ^ RECIAIID)�O WATER SEWER �, tl1I� III— I ( ( et-n sTAHIDARo oROP DETAIL - J -� rRtcAsr -- _ _.... •.+E I ''--"�� I I I I I- -..� _ �' MANHOL.F - WALL F / •w.. * x -- - COLLAR ENCASED IN J. COR10P NON-3mmwc GROUT 2 NON -PENETRATING r FLUSH WrME NOTE HOLE PVC OR D►P PICK HOLES WALL 0000 -.7.10 0 0Ha o O p0! �! • -• 24" DIA. MIN. as o 0 oaif�00 n . • 3000 PSI CONC. 8.jI00013MANHOLE RRAMC A COVER (SEE fMEJRE 202) � ' "•`+� ., o O a 0 - -. - SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR . ' ' PLAN r O D tkttt]]]]3� PAVED AREAS R AT NocF s� SKCtAL •DETAIL FOR 24' DIAMETER Q O aElo'Cavo Tl D D - .. • a .. UNPAVED A SHOWN N _ PIPE AND LARGER 0 0 00 O 0 O D a 0 D D lR4PAVED AREAS. 2 COURSES (M BRICK (MHa.) 1. MANHOLE SHOWN D F011 SEWER&METE SIZE a" THRU AR SEE SECTION 20.4.3 OF THE • ♦COURSESANUAL FOR i{MINY]IL.0 DurETFJI TCIII SCWCK UROEP 11iAN 24'_ p00000000 - i . •• (MAX.)( ) PA S 000000001 iy _:_=..,,T\ V-6' ERN, n 2. DROP CONNECTION$ ARE REQUIRED WHENEVER INVERT PIE INFLUENT SEM II tl 24- M'H' [ ALL COVERS USE "AS" - 000000 3'-0' MAX. OR MORE ABOVE THE REVERT OF ME MANHOLE. SEE MANHOLE CONNECTION DEIA". WALL OAR' EQUAL. s' 2 �" > RHsxx WAIL our$toE wuL MACHINED 1 r S. AP"ROVED CONCENTRIC CONE DESIGN MA, B[ 115E0 AS AN ALTERNAT+VC. MATING° Y [� I POTABLE,WATER .. - - ;,:,_ - U JONffI SU ACES 4. EACH PEW-H WALL SHALL BE A MINIMUM Of IB INCHES LOHO FROM THE MALL Of STAINLESS ilss STEEL 'T _ A. r ,T^ -•!- *:•- iL THE MANHOLE TOWARD THE CENTER. PER S►[CfICATI0N5 4' -0' S' MIN. �E ;TIO DR SURFACES P D� HAVE ACES WI S. MANHOLES RECEIVINGED IN FORCE MAIN OF CH[ UTILITIES MANUAL N INTERIOR UNIX _ : -,•r • $A".n5 " L - // ,E (LIEF FATE s) Ito 'r, PIK CLAW • NCFmFr. PER SIECKHCATIONS ,�t, p g (WPAM* TO T • \.� 11 24" f 3 !!" 1-i/r MIN. BE PEMWf0) NMI L ��qqNNCOWIn� R,�(pm� S 1 APOAM PRECAST MANHOLE -' Wt.'f TWO COATS Of,MMIOR EMAPEL &WT: REINFORCEMENT AND JOINT rMW. cffzE- n \ PIPE CON1tCT10M j T DETAIL TO BE D[SiONED 6Y SOVE[It-OUT I +..- �: ., � //•. x+:`�•.. THE ENGINEER AND B' M+N. i 4-3�4- MIN. ,�. .•lam-` PURPLE WA �` APPROVED BY THE �' a / r NOTE: W e s CITY. MIEN - SEi�R { SITE LOCATION AND THE DEVICE i0 9E PROT1lC1En MAY REQUIRE T-�B T _Iy�_T 1. DROP PIPE AND FITTINos SHALL K OF ECTUft SIZE AND MATtR1AL AS nit MANHOLE FRAME: USF "227' A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. INLET FRAME! USF `1295' - FLUE POiAB WATti/C y ,_ MD(NNO Roca Y MIN. INFLUENT $EWER. OR EQUAL I , I 2. THE COOWKCCTIONWAY Of 214' DAMETER PIPESVE ALTERMATT ATERrICINT AND LARGER CT+ON DETARS TOR + : i itY ' rw-IN-PLACE AST MONOLITHIC EtfVATiON I r` ` CONCRETE BASE BASE 3. AN OUTSIDE DROP CONNECTION SFIAII BE R[01WRE0 FOR ALL RN1lat AFT WHICH r + HAVE AN INVERT 24' OR MORE ABOVE THE OUTRAN PBY INVERT. TVRJCAI, YE BOX C4YEL�.�ETAILS , - BOLLARD TYPICAL CAL rI�A[�yO�,E DEIALI, TYPICAL MANHOLE DETAIL -�--�-- _ MANHOLE CONNECTiDN DETAILS STANDARD MANHOLE FRAME Ai+I,U C )YEE ._- ,� - - CiTY OF SANFORD 1999 FIG. 2008 � •T---- y CiTY OF SA11 0 1!!9 f16. 11S CITY OF SANFORD 1999 FIG. 116 CITY OF SANFORD 1999 FIG. 200A CITY OF SANFORD 1999 LFIG.-201 CiTY OF SANFORD 1999 FIG. 202 it T PRODUCTS AND MATERIALS: 111 i 1 am ps LINTS OF TRACT TO K r r - PVC lBLVfIIT Wp D PIPE cONFOl11r1F0 ' -_ /ERICA ELF TO CITY OF ORD A. "K BNA'(L K SC11[IaM 60 to ♦ 'i`' O MiMI CONCRETE 3L�Of TO Ar4w D1764 AM Ot )Bs. • w n T FENCE T iArl►. -.I t SET TIJP of VALLFE IID+< BTTa. - W t j A' F'NFSNED GRADE TAX N ^StWtI WIN FMWOS $HALL K Or THE DRAIN WASTE AND VENT TYPE WIM SOIL- j f CONCRETE PAD Slit vARQS VEN• WELD CONNECMNS. FR71401 SHALL CONFORM TO AM F344, O s' + WYI WHN p2446 AND DlOts. Z - PER Xuw CTIONr ii- — 1FT1/ ARTTFJNiA �., IN UNPAVED AREAS _ (SE[ FIGURE 10') 4• BRANCH acRnct CLEAN -OUT C. ►vt CUMPA AN) GIVE $ F11113NED WOE' /-(SEC NOTE z) �-P�— rK 1R � � M , -----•••- „�. . - A SEPARATE 04AMtR. ER AND GLUE SMALL BE USED 104 THE _ d_ t in + N•9 REMA•Api KRMANtNT rLm (Tyr) SOLVENT MQO Aft ORM TO ASTM DESIGNATION 02S41. s s I Y� ~ ..•.{ 1�cu1fT . • - _- _ S' • JOW.AT" STtTft1 (r"j m' soma atAN art nua (TrP) �I INSTALLATION DETAIIIA - - ; I I I R .y - - (Sri NOT! z1 CWSTRATtO ULM APE SKOW)r DETAILS FOR THE INSTALLATION Of THE NEW � _ � I � LIME SAHITAR'Y SEWER LATERAL FOR CO++•HECIION TO THE VACUUM SEWER SYSiEM. W�a ADJUSTABLE CAST TYPICAL LOCATION OF * •-�' - n w n • . e • " o f J LDCATOR DEVICE ; OONTF40L PANEL 1) VALVE BOX {- I' 1(IJU SER'wI t i1►t iKiTlj a'— MHo r 3/A" WIll"T10M (>9EL fi0(MIE SO BOXwo SHALL REST 004 (SIT N CLEAN -OW _ 0"• ^ • iC HATER { BCD(SING ROOM. N01 PLAb (sHa Nott z) v RnAa�i+r sm.) T _ — `'��0as,0• } �, iD` ■ WP DEVICE > W.J. PLUG VALVE - �' ON VALVE OR PIPS Tf • / 9 AND SHALL BE "'♦" IIIRCO 3" DBrV SO' Os• > CONC�ElE CENTERED ON f ' ONT OL•OR ; _ OPERATING NUT Mi INMAOU OEM tHr•-•+R� •Aa4 WIVE peN�e�ncf y STREET ELL •..• F ♦ y \ - R�w 'r d f 14 GAUGE 1 rRHmco am tYwRc ra �vA6Bwr FMnI � s (ENN.)- _ 0• �EMALY- �D MILK �, (NON-METALLIC 1 -- 1 p1CiC�SERV1E CROSS �• _.� - - ° S~, GATE -SECTION �• HIA•• � � 2 PIPES ONLY) I - tltAPt TO 8•.+ � __ t r PVC SLOPETERMINAL IN71N AT . > _ 0-0 --�- S S 0-0 ♦ -- "" CURB STREET I KA4 3/4' POTAlBLE • 1.0% +w. (FYr) 4 OIA 6 LONG VIOGL PIECE INTO I/Ir' ,. � w `� � � � - C/L -- PUSUC R/w WATER METER _ •i aTRNRFSS MIEL MESH TVASH WARD - t1a BnEp a _•I 4• PVc AS D FOR ~ L� - REcuRIED WATER MAIM -trow LINE ILRYIa (3• MIN.)11011411t �• i ! TF7HIR11K ptHR11 (%a wou ,) •> �I �FEwATC1t Bti.. 9' BEDDING ,AS REOU000D :�► urOl w+N I(� -- p • [GUAtro T1-3 SFLoEPTN AF 1NE �--1r FOIICT MAIN „ l (17►J eBlai LdFFRLi + —� x +IFFI WELL, f •n. [ `\. ',•,,•, '�' r• n -, fiRal:t xRvtLz i PVC om 4' PVC C.O. MVfAKD CAP MIT`�''r' --- Al . PROFILE `�-., 4 ' NOIi! TA . APRON SHALL BL SIX (6) INCH THICX. 3000 P.S.I. TE, NOTEB3 I _ A .t. 48 BEND - - ,� 2. POWER TO THE PUMP STAtMk SHALL K THROUGH " T t 000 ORIVt'WAY AM INVERT A LATERAL MALL NOT ENTER SETF[R MAIN BELOW SPRING LINE STRLICTIJRE - _ `• ,, 00 WNXROROVMD CONDUIT ). S[RVK[ C:tjAN--(NRS %WL BE INSTALLED AT TIME Or BURD•NI CONSTRUCTION ` .ys.• _ By ITIE OONIRKIOB �• FROM SUPPLY BOURC[ M RWN1 OF MAT. E7 MAY flE ON VALVE BOX INSTALLATION. 3 CITY AP"ROVf1 EUCTR'OIWC LOLAI'+W DENrf SHALL BE INSTALLED T[C O.W.V. MYf - O a 1O ® S. LA110lCAPIFq SWILL BE RtOUNIEO MOUIfp PiRIME1t31 OF FENCE. S D D Or- LANDSCAPING RECLAIMED WATER SHALL Of MD WHERE AVAILABLE AT THE END Of EACH SERVICE STUS-OUT, � 4 RESIO[1I1LAL SERVICES SHALL BE 4 INCHES R NON-R[SIDENIUL SERVICES SHALL 4' BCH 40 PVC C.O. � F R(E A►;T pU!�OR BEEPER VALVES SHALL iiT EXTEMLDEt1l:�+' -� K B RICHE$ IN DIAMETER AS A MINIMUM. 1. BMLOPa SHLALL INStALL AN AUTOMATICALLY CONTROLLED AC POWERED SAIKIER SYSTEM R EIIBINL[R SNAIL PROVIDE A SCALED (1' 20 Yfll.) > L _sili��Sx._Y� SITE SPtCWIC DEIAPL DRAWND ON IMRE 302, DEPTH BELOW FINISHED DAADE. - , • a I y- FOft EACH S[Wf'C[. (SEESECTIONi3.4 �E UTATIILI�s MANUAL). srusouT CLEAN-ANDETAIL - - •) . "It Kylf O►EA SHAD. K RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION L .�, VACUUM bLF.B COMBINED V . V PJl AM TAHK ARRANGEMENT ! UNTIL �' P»� " T STY. pLUQ YE.�tLiiQ .32�1. AP41TARY SEWER LAIC�R,�,..a�?fII�11. SERVICE LATERAL SPECIFICATIONS , �- -- - - _ _ _ _ � >>�RD �IRVAc ��Ck�oE— TATION TYPICAL SITE PLAN CITY Of SAWORD _ 1999 f14. 203 CITY OF SANFORD t fl8. 2A4 CiTY OF SANFORD 1990 { FIG. 203 J - CITY OF SANFi1RD 1999 FIG. 206 CITY Of SANFORD I 1999 - j FIG. 207 —CITY -OF SANFORD -� 1999 FIG. 300 S • r /9 UM. CLIPS 2 0�' MAIL r 10 -0` TO CENTEN (MAX)_ " w SPACJMt1 'd' ^ TOP RAIL d POST CAP . V T CNER 9 TiE WIRESy ., ARS 12, Q.C. 3/8 MIMI �. tRtFi3 MR! -•� E POST -.,. � � . `•.�..� , - ,. �, - .., .> , , TENSION WIRE F 2 L-- TURNBUCKLE ORAtX j. Eh i 3000 PSI wONCRETE n� L R w = x T - clu ° 12" z _ =-. 12'i-- ---� CAUTION m FENCE DETAlL �,►..- i h MODIFICATION OF THESE DETAILS BY NON —CITY R` ` OF SANFORD PERSONNEL, OTHER THAN THE ELATE Pt�1 MALE TRUSS RODS GATE FRAME LATE POST F - , _ �! INFORMATION LOCATION �. FILLING IN OF BLANK INFO S, SHALL RESULT IN THE WITHDRAWAL OF THE _ � k FABRIC � ' . ` UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. 31 CENTER STOP L +�. • Y. x t,. LID o . ' S inr• + FOR EACH GATE SECTION AND THE F` ( r' SFAP Ear E OF A CORNER POST ONLY. A;.j `u � 11►VE A FACTORY APPLIED BUCK VINYL I NOT FOR CONSTRUCTI(N1 FOR ONOT VALID AR IT111 UT SIGNATTIONAL URE L Y a FAIN LINK FENCE DEIAIL AND SEAL OF DESIGN ENGINEER ANFORD 1999 FIG. 304 CITY OF SANFORD UTILITY STANDARD DETAILS DINE 1999 *" M. CRUMPTON PE DETQQZ AL6ERTSONS EXPRESS PROJECT No. 98064 SHEET C-6 Ql CT) a1 O In Co Q OJ 'S LID O CT7 W O I V a co CT C IT O L.L. Z Z Cn Q' ca 0 I Co C71 Ln at a 0 In f! L.L E ro c. o. C, C cu rD e ; 90 74W/ OF VALVE BOX - \ COVER (SEE FIGURE 115) TO i1MSNET GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE -�, (SEE FIGURE 107) ( ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 -- _`^ s _ BOX SHALL REST ON RESILIENT SEAT -- ` BEDDING ROCK NOT M. J. GATE VALVE ` ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON OPERATING HUT MAIN T CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE i NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. NTHE 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. 1 GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 400 BALL VAL FOR 2 -j--- INCHfS AHBELOW (DOMESTIC AND IRRt- OATION OHLr. 2 Rroulion) TEST �OCK (TYP,) I TNBEADEo III FINAL GRADE DOUBLE CHECK OR REDUCEO PRESSUPE 7ONE DEFECTOR ASSEMBLY AS APPROVED /Y THE CITY �-- DIELECTRIC UNION (2 REOUIREU) W BEHO (2 REWIRED) SLOPE - TO I� SERVICE 2 INCH -AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR. AND APPURTEIIANCES SHALL BE SUPPUED BY THE CONTRACTOR. 2. ALL PIPE AN� FfTTIHGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE GALVANIZED STEEL OR BRASS. (FIGURE SODA). 3. ALL PIPE ANT] FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESMItIED JOINT DUCTILE fRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY-FLANOEO. (FIGURE. 5008). 4. VALVES SHALL. BE CHAINED CLOSED.(FIGURE 5008) S. AU FIRE UNE SHALL BE AS APPROVED BY THE FIRE DEPT. (FKJUFE 500P). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALYE'SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) DOUBLE CHECK OR REMEDD PRESSURE ZONE EJECTOR ASSEMBLY CITY OF tANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1, A iamporary lumpor connootlon is required at all oonnecnons between •xleting octtve water moans and proposed new woler moln Improvements. 2. The detail aboee Is to be weed for filling any new water main of any size from existing ac1M water mains and for flushing of new mains up to 8 INCITES IN DIAMETER (2.5 F►SrNmlmum velocity) and far pvNkg bacteriological samples from any new water main of any size. The lumpor connooNon stall be maintained until after 111". flushing, testing and dtelnf►eflen of the new main has bem successful' comp0lded and ciooranco for use from the Florida Department of ErrAronm*ntol Protection (FDEP) and other portinonf og Zoo have b*on roostved. The Jumper connection shall also b* used to maintain a mininwrm pressure of 20 pet In the new malrs* after dtsinfec Man and until the FDEP clecronoe letter Is obtained adequate. Thrust blocking and/or res"Ints shall be Pipe and 1 far on 1 now (.e to th vWd f r as ulrod. P ftM s used a rNot n The • Oropipe shall Itb inf r ^9 9 Po exlstinq pipe *hoU M Nileinre4lM prior to Installation in 0000rdrW,o• with AWWA C6. 1, 1992. odtlbn. The lapping sleove and the exterior of the main to be lapped •hall be disinfected by *praying or swabMnq per secHan II of AWWA C651-92. 3. Flushing of 10 Irrtm In diameter and larger water main* may be done through the fle-In valve under very controlled oendllons. The following procedures shall be followed: A. The N4-In v*Nes shell be operoted and pressure tested In the presence of the utility company and onWrn or to vo ify water f1g0hin•es prior to Be -In. Volvee which ore, not water tlgh/ shop be replooed with o new vale Mslolled Imm•dlaWy odlocenl to the leaking vat" B. The temporary lumpor connection shall be oonshuetod as detaOed. The Jumper oardwIton shol Iso used to fill the new wafer main and for providing water for boo - ,.How od sampllnq of the new math ve nquirod by the FOEP P.-If. flushing shall not b* oliempiSd during Peak demand hours of the existing water Maine. • All do-0 *am velves In the eyvie n must be open prior to opening the it* -In vela. • Provide for and rnmltor the preaur• In the M*-M point. The pressure In the *xlsilnq main must not drop below 35 psi. • The Mein valve shall be opened a few lurne only, ensuring a proesun drop ocro•* The rain is areal*, than 10 pet. C. The no -in wino Moll be locked closed by the uMIty company until flushing begins. 0. Th. Ni-In wlvo *hall be o pond only for flushIN of the now makt. Th* procedure Mail be directed by the wittily oompony and oboo,"d by the anginser. E_ After IluoUnq, the do -in vole shall be closed and looked In the closed posilbn by We utlltTy oomponr. 4. The contractor shell provlds documentation demon Crating that the doublo check backflow Prevention d vtce has boon tested and Is In good working order of the time of installation. S. E<oepI ee requkod to flush Rnes of greater Mar 8 Inches rn diameter, the M-In vole sisal remain closed and Nall be looked M the closed pc4Ml*n by the utility company. The Ile -In rah• *hall remain looked cloo*4 until the now rystem has been cleared for use by FDfP aid all other pertinent ogenclos. 6. Upon reeNpt of clearance, for MN from FDIP and all other pertinent ogencles, the contractor shop tumor@ the temporary jumper connection. Tho corporollon stops or* to be elosed and plugged with 2 Inch Arose plugs. 7. All InsloRallon and maintenance of the temporary Jumper connection and assoclofed bookllow proventlon devko, 61firge, valve, •lc. stroll be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504E COVER (SEE FIGURE 115) iD UNDISTURBED EARTH BACKFILL SPUCE BACK INTO MA)N LOCATE WIRE BUTTERFLY VALVE • e o • •• a o • e - VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE U 14 GAUGE COLOR CODED INSULATED LOCATE WIRE - ADJUSTABLE CAST IRON VALVE BOX BEDDING ROCK NOTES: 1. 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 YALYE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 401 HYDRANT - \ OPERATING NUT HOSE NOZZLE - 24' SQUARE AND - 6' THICK, REuf- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2-#4AT9-- O.C. ALL AROUND COMFACTED BACKFILL SEE NOTE 3 - 1 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. A Y. RESILIENT SEAT DATE VALVE. (2 REQUIRED) TEST COCK (TYP.) FLANGED--�. 90' BEND (2 REO.) RODS ON D.I.P. RISER (TYP) 4" CONCRETE SLAB WITH NO. 6 x 6 WIO x W10 WIRE MESH i+ SLOPE SLO 1/2' PREFORMED JOINT T MATERIAL BETWEEN 36" MIN. COVER "' PIPE AND CONCPETE SUB (TYP) FiRO � W KENO (2 RED•) TD KRvtCE THRUST COLLAR PODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE City BACK Tq VALVE AS REOUIRn BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER - ASSEMBLY (MINIMUM) BALL VALVE CO -MIN (2 REQUIRED) �- 5'0" MIN CONCRETE SUB ABOYL GROUND DEVICE WITH 2'0' MIN ECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B i 7 0 •■1E x TYPICAL RESIDENTIAL RECLAIMED WATER IRRIOATK)N SYSTEM( LAYQU CITY OF SANFORD 1999 FIG. 505 -PUMPER NOZZLE FACING STREET VALVE PAD (SEE F1OURE 107) N 1 M J HYDRANT ANCHORING TEE ' 12' MIN. 169 6- BEDDING ROCK -/ 6' PIPE MECHANICAL JOINT J RESIUENT SEAT GATE WITH RESTRAltiERS VALVE AND BOX (TrP.) (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. S. 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 UTIUTiES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 TRAFFIC COVER WHERE REO'D. DOUBLE METER BOX (18• x 24" MIN.) FINISHED GRADE 4" 2" CAP --+- ) 2" GATE VALVE - 2" 90' BEND 8" RESTRAINED JOINT 2" 90' BEND DUCTILE IRON 8" BEDDING BOCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS $HALL 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 VB 2000 OR EOUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 MONf or WAY LINE VAPO IYT. 0/ wfrUfY GlMEMf Co"com SLAB IrPA.7 nmm Ta (2 trow1c) LA e•r PINS vALVT Y PETER A STR � -14 (SEE NOTE3 e) rr M N. Tr "eft Paa Dotnu CHECK a Rmucro kAMEO •r TO P2►Ase ItIEL1IlK wo amcTaR AIIPMY AS RIQLWW Sr RR CITY t/2' PRSORYID JolIf MATINAL METWM PIPS 0.1 A Y. KSELWT SEAT VALVES amp CONcom sW (! RTouaE01 M AIWEt' 11"0 n .• rX)Nmrf *At AmN Rom ate - RMER No,4 . C Wt* . via WtR MESH f1.01[ r11r1O ou SLOPE YOLK V W Ml eoNo (2 *rOLMKD) To sum" - fmlKw WAIAR IN MOOED TO W KW OR RCSTRAniO ADJUSTMI PIPE To VALK AS REOUHEO .Y THE omv lUPP0t1 PAWS INN I T CrxLAR RO110[O TO NOTES, W 900 DR IOTALIY KSI Navxl[D t. ALL HK A10 I1RPtaS, MATERIALS. LABOR, MID A►PLWTENAMM NT Cry, A1A4L K SU►►Lem 6y THE CONTRACTOR. 2- ALL Post AM rtrPMZ THREE S) NIPJR'S AND lAAOER 9MlL P[ WTRAN<D JOINT DVCTU NK. ADM CRADE XQM 944LL K FACTOR r-FLAMM. S. THREE 0 NCN MEYRS AND A60K IK&U K ADM IsROVNO NS/AUA WFIN MASS. 4. VALVES AULL K CHAWD 17DSED. S. THE APOK OROAND 11111•A.s UNE SMALL K SIZED fOR felt FLOW NiQUIRCMENTS. *. ALL FIRE UK3 MULL A M"W* OF DOW (5) lrt" OR AS APP*OYTO BY nK DWI. Y. THE MM A.SDMLY HULL K ►AIRED LIfTTY RED TOR NNE ►ROTEC11pN MIT AND PUKE FOR ALL OTHER USM *. A GAR VALK AWL K slrsTALL0 Af TTM A3UMKY'S COhe/ECTION POINT To M MAIN. *. DUAL DOMESTIC -IRE PLOW MWrR matins SHALL K THE COMPOUND TYPE . to. DOMESTIC WATER MASR.R IKTUK SHALL K EITHER COWOIIID K OR= TUMM n►t AS DETERMINED fRad THE PROPOSED DUAL DOMESTIC-FIREJELOW VII N XOCOK4ICE WTIM APPENDIX '0' Of THE VIIIITTS MANUAL DOMESTIC WATER MASTER _METER ASSEMBLY CiTY OF SANFORD 1999 FIG. 501 1 u 9O M�L 7 � 15 is� < A yk T < s� TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSiIEM LAYM CITY OF SANFORD 1999 FIG. 506 wubu SINGLE LOTS (TYP.) SERWCE (TYP.) SERVICE (TYP.) PROPERTY -t-- I - LINE (TYP.) WA R MAIN (6" MNIMUM) 4' WATER REDUCER MAIN (MIN.) - 6' FIRE HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOfr 1) RIGHT OF WAY UNE 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 PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE IL REDUCED PRESSURE DEVICE AND FITTINGS (NOTWHERE RECLAIMED TR REQUIRED TE ED WATEMETER BOX AND LID UNK)N -UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30- ABOVE CURB 4" TO 6• GRADE FINISHE GRADE I. METER CURB STOP �- SERYICE LINE APPLIES ONLY If IRRIGATION METER HAS SEPARArE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION MEiER WILL BE PARALLEL TO THE HOUSE METER AND OFF Or THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN HOTES! 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 UNE AND IN NO CASE SHALL IT RE INSTALLED IN SIDEWALK OR OTHER PAYED AREAS, 3. USE PRIMER SUITED TO RASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. DEVICE SI1AL1 BE 12 INCHES (MINIMUM) IRRIGATION METER PRESSURE ABOVE HIGHEST OUTLET. VACUUM BREAKER OR REDUCEPRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 DISINFECTION Before being placed in service, all new water main* Rhall be chlorinated in accordance with the specilicatlons below and the procedures outline In AWWA C-651 'Standard Procedure for Disinfecting Water Maine All provlelons of the Florida Department of Environmental Protection pormtl shall be compiled with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed of 150 pounds per square inch Pvr�eseure, unless otherwise approved by Ile City. for a period of not less than two a Cure. TaeMIN9 .halt be In accordonoo with the oPfWk bit provldorip as set forth In Section 1 AWWA Stondord C600 for duclblo Iron pipe and WWA Manual Numher Y_23 for PVC pipe. The toeltng procedure shall Include the continued applloaUon of the speelflod preeure to the test system, for the two hour DDerled, by way Of a pump faking su from a container suitable for measuring water loss. T. a amount of lose shall be dolerminid Iy by measuring the volume displaced from sold container. Should the tool loll, necessary repairs *hall be ocogmpllehed bK tiYe oonlrocior and tin lost repeated unlit wilhln the establithed Rmib. The oon11raator *hall lure fh* nsceseory labor, water pumps, gouges and all other teems required I. conduct the required water distribution ey*lem and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE IL REDUCED PRESSURE DEVICE AND FITTINGS METER BOX AND LID UNION - UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12' TO 30' CURB ABOVE 4' TO 6" GRADE FINISHED GRADE 7 METER CURB STOP �- SERVICE LINE ► CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POStt IYE DIELECTRIC CONNECTION SMALL BE MADE BETWEEN All. OALVAMZED AHO BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT Of. INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. S. USE PRIMER SUITED TO BASE MATERWLS. FINISH WITH TWO COATS DF BLACK EXTERIOR ENAMEL DtESTIQ METER AND DOUBLE CHE K YAI YE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 ]FIG- 503 co1RORAttoN IwIR MM troop EalaMndl It y_,BA�N STOP (1' sIPL) , 1- STOP p- MN.) - FTTTNR Mr Lot NW- (1• s S/4' s S/4� amp slot ORION wrap (Kr "Ott 5, MAX rUs" --- L1rf nxNp w M14) p- MK) UPC ►RDPtRTY SIPW wnR poll MD - INDIVIDUALKIE1 90YES It WA Iat AMIIN u► TO 2' WAFER WETIRS Us TO 2- (oh CITY nr SLAN011,01 (sY orrr or SAWOM) 31HOLE_ALME II4L 2a_3ERYLCE CONTINUOUS COLOR CODED 14 OAVOE CORPORATION STOP INSULATED COPPER DOUBLE CHECK /t ►1111N0 LOCATING WIRE VALVE (tN)RMALLY OPEN) LOCATING WiRE ALONG - "N SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF - CONNECTOR) 3tr - 4S YOKE BAR METER AWWA TYPE CURB STOP CC THREADS WATER MAIN .TYPE 'K FLEXIBLE COPPER OR CTS POLYETHYLENE SADDLE TUalNO (I- MIN) NOTESI 1. ALL FITTIHOS SNAIL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONt(ECTIONS, 2. NO SERVICE LINE SNAIL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SNALL TERMIIIAiE AT A CURB STOPS) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x IS* STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMEO WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CIS POLYETHYLENE TU9110. 5. POTABLE WATER SERVK:ES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLOREO CIS POLYETHYLENE TUBING. -WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FiG. 405 2'M[tER DOUBLE CHECK BACKFLOW PREVEHTTR ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURF OA(l0E PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 1 12" TO 30" 3//4" HOSEBITIB ABOVE W/VACUUM BREAKER 2' SCHB. BO ►YC.--+ GRADE 2' SOHO, 60 PVC PRESSURE OAUOE ;- -- DOUBLE STRAP SADDLE - J" rope sTnr \ � 2' OORP, STD/ EXISTING IN \1` • AtER UNE ® NEW WATER LINE w FLOW --+ � r �- Tit-fN VALVE MUST BE CLOSED AND REMARi LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL K OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, Ai4D THE INSTALLATION OF THE DEVICE, 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. N(YF FOR CONSTRUCTION Flllt INFORPIMIONAL PIiRPOSES ONLY N(TF VAI,11) WI'1-11OUTSICNA'17URF, AND RP.A(, OF OF.SIGN FNC-INF.F,R CITY OF SANFORD UTILITY STANDARD DETAILS °A' 1999 J'°P"M. CRUMPTON PE DET003 ALBERTSONS EXPRESS PROJECT No. sir-��r���rssraAN�r�s�ess� 98064 SHEET C-7, �■t );,0- - �­ -ii *154 1 I 01 <::�, CNJ CD C31 3: Lr) cX) CY) -4 ID C:� (a Oil SECTION 01010 - SUfAMARY OF THE WORK Coristntc�t*n of q pavoi-ef piariting o(ea to -toro Alberts4ins Express 009 ani Conlenlen" storF Associote,11 impt,3vistri inc'ude storm drainage, unde-giounill utflites. Iondscope irrigation to Serte the proposed de,.,eloprnont Coritrortee shaft r4iltisr to the S0145 �nveslltnlron report as orepared try BechtnI Engineering Ar Testing, fric. for existirg sod conditions and supplemowt as necessary to ­i,ovide complete bid. Contracto, Use of Preifrfl"S� Usti of the Site: Conline operqUons of tl* Rite to We areas permitted. Portiors of We site be�.ond areas of. which work is 'itridi.-cifed ifire to b" distu,bed. Do not encurnbcr the existir.1 parking int with motprias or equipment- Confine stockfiling of materials oric locaton Of stil"0<110 sh,itdw to the tire -is indii;cited. outernotl,yp . type _htcfes drid 0j.,.r ifechanizItid " motorized �.crnstn clion �quipment. when parVed r*vl unal ended Po not ieye Vehkl-S Or eqUill'onent unattended Y.ith the motor rurning or 40110n liel, In p4octe. The contractor ithroll csordinote the const-liction of paying and storm dro.nage with all other cqnst-jel or, antel she be fr9%parisible few location or and protection of existing ulderground utilities diring coristru:�tkon, AN uncergrou-id oil[ ties trust be instal ad prior to prepartion of si�(ffi for Dovemen- SEC11ON 01400 - QUALITY CONTROL SERVICES L)ewc.crIpt#o­f: c,mtrov %ii Include and tests ierformed by independent cligeilenciefli 3nd gictilsoning authorities, ae wel as by the ,ontrortor. fispectlom on-i testing servires tons intenittiod to dettervillne compl-coce nf the wcrk with requirements specified Specific goal ty c9rilroll rqqfufirel,n�ents ore sple-Ifled It, individual specification section!% Contfocia, RoV,xii,-billioetc E�rfrpt where Indicated as being the Owner's responsibility, quality cwt,01 9"vie" Ill.# the conlripictors resip"sibilVir, including Zhose -;pecified to be performed by an indeptiondent ogiencli and n6t by Phe C,silit-0--tar. The Contractor shrill employ and Pay or- indepor,do.,1 qqcy, t"ting lcibo�atfxr,, or other qualified firm to perform outility control servire-, The Owne- Will fingn4ri fflict pilt for sericilis of cn independent rige-ocy to perforn, file irlfspec;ions and tests that fire Itrie6fli-id as Own or's Ir -tstifin 9.1i Of 109 Retest Resipmsdrility,. ft4Pire result$ Of infliections or tests to not indicate compliance with cartf,act do,curnfint, re:qrsts ore the Contrictor*s reispoisibility. ReMonsiligity fol Atiiri Servicos Ti,e Corn'roctor.sholl wft Indeirlindent ogenries ierfornifinq insoerticris or bests. provide cri.tiory servic-s s or.? reasonable, Aijxll<iry services initclif Provide oc-less to the Assist ".ing soripillis. Opliver rripletrio test laboratory Coordinntion the (1ontract'r and indep-,ideril ost crency slicill coordinate the, sequence of thstif activities Avold reMO,/n9-CnriJ relil'Xing ft-.ik te accorrnodate inspections and tests. The coatrocto, is relpffinsit,fft far sthed,ilinq tinnes fcr lnsF.qction-.R and tests. Ounlifiroti-n-ir fco Serviitir Agencies Eingage instection, and test service ngencie! whih are prequolifled as romplOrg wit', -Recommilicided R-quirements for Inclependeet otioratory the American Courifil of Independent -obora:ciries. 1;ubmIttols! suonift a mlifled written triorl Of each n-viiection, 1--!st or similar service, if, dul.IlCtate to the Enqir�.ef. Report Dc to: Iftliten inspection or test reports shnil include: Norrifir o I testing argenev or teit latooretoli� Daillis nd lo<,Wk)ns Of SOMPlIttlo, tests or spect airs Nantes of present, Coff,plete nspection or test dqto Test rewlli, I Rerommendolions. Repair ani Pirotection: Upoir ronirlietion of Inspection or teting rf!clair domageJ rk and restore substrate% and rorigh.�,t rotrWy ffth requirements for "Cutting olld Pat-hing . , The confr3ctor ificill "nitible for retaining a registered surveyor to preptim as -built drawings f all Approved cls-butit drOWifiqS MLst be provided if) 'he to recetng final OPPtovol. envineer wicilt SECTION 02110 - SITE CLEARING PART 1 — GENERAL t (XSCP4PTION �Pr WORI( Extent of silLu clearing is shcwn on, dr(liprings. Site Clear ng work ;ncludles, tut is not "ited tc Prolection Of exlqt" trees Renratecill of trees and ofh,�r YiegMation. tripalell'st, ippinq. Clearing ni)d grubbing, Rerroving 3brive-gradr R.rroyinq flelow-cifode, Improvirrients JOR CONC411CINS fraflIc. --ori Rile clearing 4peroti4ns to ,yil,ure minimum interference with foods, streets, vwcrj",'� and o" adjocerit cf-cuorpd used facilities. Do not close or cli-struct streets, vvoll�s of other cwcjpi,,� ar userl focili,je withoult permi-r0trin frcrn outhoritie-c having )Urisilicticir, Prolectio, ot"Esisting improb9mentai Orcode protections ne,;essary to prevent larnoge to enivisting impirovements indiciated.to em,ain in place. I" , ties nnrl on Owner's property. Fioiect irnpfover)Pnt5r,)n adoirl riloer Ritisioriff dcmtlg,,c Wripre.-omen to their original conditii,ri. as; acceptable to portes hu6ng Prtlectio,r oflExist" Trees nd I Vitkeyficil' Protect existinq trees and other veqetotion iricicated Ir.) i%lenrain in plore. ojoinnt unnitecesscuy cuting, br-oking or skinning crl root4. skinning and brultsing of bc;0, smothering at trilre% by stockpiling 0fistruction mati&riols C,r excavated mal,grials withW4 irip fine, "cest; fo6t or -hi,-ulor tral9c. or parking of vnhicles within drip hie. prov,de tenipare-ir qua,ds to pfritect liteeg and egetertion to be left stooling Wal-wir frosts ancl. Other v9efa.on lc� rri,minii- within limits of contract "Orif as required 10 maintain Inew health d,bring couese of constructi-xin, operations. pro,,lide, pr,ite4tioi for toot-, ever 1-1/7" dicimett,ir rill during construction operotions Coo,, cut laces w4h on emul�,hecl asphalt. or Other acceptoble coating, formulated for LISP Of, jamaged piort. itisstes. lempor.-Pily ccvw ex3osed roots with wet burlap to prevent facts from drinq out, cover ii th eatth on ,Roon as possible. Rep,3,r or -sp.ince trees and egetolion indca(ed to remain wittich are dornaged by constructwil operations in .1 marine, acceptable to Landscape Architect. Employ licensed cub<wist tc dmcgilis fr� trees and sirubs. peploce frttes:which r(trinot iti rep L ored ond rest)red tin full -growth stetu!. 09 deternlitle by o,bai ; I Soloalhip imorovrfrt�nts, Clifetuil ' y remove items ndicoted to be salvaged, and store on Owner's premis" where, PART 2 — PRO1)UC+S Nor apPlicalt" 1!)*wn& Of this Reckon. PART 3 — EXECUTION SIYF CLEPRNIC: Gist,," Off. Remove, treirst, shitlis. or�iisri and other v('90-011011, mWoveryients. or c4istructions intwiering with ristaill6flon -I fir-w parocyle , such items elsewhere. .in site or promillors as specificlahl, indi,nted littervii inoides dVing out stumps rind roots. Pr-->tect ev"Itinq Itees to be ptiteseritfi of I- thjn 4"_ Tsis defined fir,wom clay loom surface soil found n a depth of n . .; Sollislaclory topstall is reasonably free of Riubstoo, clay urrips, sioneg. ond Other object over a" w ;thr,t)t weeds. roots, and -ither cbjecticnable motprial ,,tjrip topt,,ld to whatever depths, encountred in manner to prevent intermingling with undisirlymg subsoil or othrr f*Jitic(ictinable materiel Reffrive hei6yy Qfowths of grow frori areas befose stripping. top+�ll In qtrfoge Fttill in froos shown. of wilere directed. Construct storage piles tirefirly cra,in lirface water Covet 9tcwoq,R piles, if required, to prevent wind-blown crust nitipersiff of unsuits3bts N itlyr.a3s,tur.-ioif enle as waste mater:6, herein SpAcIfied, aoiring cod Grobb-nill- Mrar 131j*. of treqls. shrub l-A other vege�ation, except for thos,e orl cate ,d to be Illift stanino I- -is protruding thiough groind surface. '0ff10,trqy oomo.,# sturips. lools, old nthe� deb [file only Iran m8thodill law tfibbin; Inside drip line of trees indicated to n-e left standing. i rill caused by1rieor-rit; and girt.fibing operritons with sat.sfactory joll material. .Jniqss further elcoveli at oafhwcr� is iidicate-d. S�xteen (16) h0ies if rompeicted with homey compoictlorl -equiprin" and eight (8) inches If compacted with light hona operolod R@;Inoyal :)f Irriffilinvisri.eits. Remove existing obove-gif-7dis and beic-grade impfinvenients to V9-,v,#I c6ristruction, sod otter wrok as indicated. the best the locrt;ons of 00 silisting jifflifitues, ishown on this pla hove beet, cleternrined from Inforrinatipri OWIlatile and airs giv011 for thy convenience of the Contractor The engineer ass,imes ty few the,; occuroc the contro,�tor no rewconsibillil y prior to the start of any derrv,llition activilv, shcfl notify the utility ComPoliel for Onsi"t locations ct existing utilities.' Chapter 153.851 of the flarldia Sta-utelil that an ,jxcervator notily oil gas litilities 0 mirimurn of twe (7) twortlino days irtor to Print to cmy renlovial of any underground tank and other component, contractor must complo4ely arfain this sylittillenS to n oppro*d soniltotiort lot disPOS-11 to on approved loctillon it All evistirc; %~rs. piping and J111111tiles shown ore not :o be interpreted arill the exact locaticn. or 'eed with as thit, Orly obs, OrJ,!s tholl Iffay their site. Vwrify e0sting conditi ns and proe. caction around iny on.tkipotti.,cl Give rolheill, 0 (111 iltility compor-i". rew),iring clostitiction and remilivelif of ail sillf-tice lin't and cop -A lines beflife proceeding with the wc4l,. Fle,;trlcall. telept,one, ;;ab4e, ranjor 9135 fifes reedinq to be rismoviedl or relocritle-1 qhnII lie roc.rdjnatq.,1 with the offeclec utaity company. Conibacto must .3top opterfailan and noti4l the awner 'or proper direction if any onyironment-31 of hocith rolittP.-I c,)nIamhof*,14 encountered during dernolition/ewcovation process. pifirw to ony cle,jr#n,) ri ittimillikon orcurr ng, all erosicti control devicerz orol to he installed, Atuincitontrtirent or rrmn,ol Mf Cella— uncle"relirrid pipe r cor.luitsi may be shown on civil or electirrre? drowirgs, and is i)cluded undei work of tfi-st sectinns� Pernovol of abandoned undergrcund pi�ing or conduit intittrferin with ..�onqtrtctioo is included undet this section. DISPOSA1. OlF WASTE VATERIALS Burning .)n Ovyiif-r'q Propertv, Burning is not permill-i On Owner'; property urtess vilid permit if. obtolied from Owner ond appropriate regulctory agency. Ripi-noval from Proriie-rty Perncve waste min-thrinis anti unsultablit and excess topsoff from Olivier's ;ropertv and Jispose of off site tin leficial monr,er. SECTION 02200 - EARRIWORK F'4RT I — "'FNERAI DUSCRIP'.1,0N OF WORI,: E�teni of ecuritivork is indirited ol drawings. Prior to bidding w-rk flip Contractor shall cbtaln ard revi-,w a cripy of the projects geote�hnicctl reporillf,$). lhe co,)trortcr shall suppleent the recrort(s) with .3dirliticlooll solls investlqati,�n fi required to st.pply a compete bid- (Y)ALITY 01ISSUFANCE: Codes old Standards- Peticirm e.itcavation work in c,�-rnpliarlee with appi cable 'equirenients of goveminq outt,oritiqs having jurisdction. Testing cind fn�pecficin Servce: it e Cortractor shall "age nd Troy for Wvices of n Soils Engineer to perf6,m sot ts�siing, qnd Inspectiori seive,e for quality cori testing during lecf,lhwor� operntions. The Contrnct:w sha I com,finote with, cod schedule the services of. the Soils Engineer to 'ocilita ie testing required by It­.e Owner thrittilighou. constructints. SUBMITIALS, Test Re:orts-fycavatino: Submit following reports directly to Engineer from the t",ting services. Willi copy tc, Contractof: Te-,t reports on borrow material, Fi,-,d den-tity test repe-irts. One i*irtinlUrn rroisture--maxi-num clensity rtirvp tor "ch typs of go" en,:ountered. JOB CONDITION;: Si,e Vnfe-rnotjc.m,! Data on indicnts-d subsurface cond1lon tire not intened as reve-mrtoti5ris or warforities of cccurocy or c-,ntinuizy between soil beo-ng It is eypressly understooc that Owner wil not te responsibl.! for inter pfellation- or ccncfusirns drown the-Ir is from by Controctor. D,Ao are made avoilible fcr convenience of Contractor, Additional test borings and cithel, explor�:Ifory operatinis rinny be made be Contractor of no cost to Owner. Emsting Utilities Lac-�ote e...istinq underground utiliti" in areas of wrI6 If utilities are to Temain In plorit-, provide adecfuol�? means of support ind pf:�Iectior during earthwork opierat�ons. St,ould uncharl-i, or incorrv-rtly piping Or Other ritHfies be e-ricniintered durifig excavation. corsull, 41fility in,vnet wniniedietely to- directior�s Cooperate With Owner OnC utility ccrnponr?s In �e4ping respe-.tIve -,4r,iliceq and fricilities In operation, Repnir damaged utilities to sctisfactson of utility oilinei. Do not iiterrurt exiiii utlitie, iervtriq utilities serving facilitietI fircupled and used by Owner or others, during hall . e�cept wt�en permitted in writing b-, Enigir.e.er and them only lter croceptatle tlemporor,,I utility services hav,ir been proviced. Use of Explosives- Ihe If" of I-; no-, permitted iriles3 valid piermit is obtaned f am arproprilite regulartory agency. rrotecticn of F­fsoris and P,operty. Rctricado open excavirtions occurring as Carl a' this work ard po!' with warnin liqhl�� operolp wornin.j light-, as rF-­immsndPd by cluthoritiest having jurlsoiction Protect structures, utilities, sidewalks, lict,ements. ai,cl other facilities frorn doin.age caused ')y settlerneit. lqtwW ro,ivleme. I. underminirg. wa�hout cnd after hozardit created by ea thwor* operations Priur-form excov-1ron twthin ci-ip-hre- of 11) qe trees to remair, by hcnd. and prot?ct the root system fr-5m damage or dryq%,t to 'twe greatest extent possitie m.3intoir, moist condition for root system ard cover eypc,".,l toots wi h bUrlop. r 7int root cuts of I diorn,)ter of d lorq,�_r with emulsified riephalt --ree point, PART 2 — PRODUCTS SOIL MATERIAL'; Deficit I ior s: Satisfactory sol materials are defined cis- those complying With A!�TM D2-187 soil cfas�viticclticn groups (.1w, Gp, cm, SM, SW Onci 5p� Unsatisfactory noll materials are defined as thcse corvpl�nfgf with STM D2487 sail closeffirotion groups ';C. Sc, ML. 1,11-1, CL. CH, OL, Oil and PT. Subbase Vatter,ol: Natllrall� of Or:if1C1o1If graded mixture of nalur,31 or crushed gravel, cruied stone, cruslied sing. natural or cr.inbed Rand. Orainage Fill: Woshei, evenly gror.led mitture of crus-ited stine. or crushed or unryushed gravel. with 100% postiing a 1-1/2" sieve and more thrift 5% passing a No. 4 sieve, Backfilf ind Fill Mterials: Fit Rails utilize-ri to raise Liilding and priverrient areas to desired grode should lr.�nsist of clean, granular inclierills with !Ps lion 10% passing r�) 200 U. stondorro sieve. PART 3 — EXECUTION EXCAVATION: E,cavation is �nclossfied. cod includes tc. sulig,-ide felevatienn indicated. logardless of chanm;ter c�f materols (rid Inlosutictions encunter-cl. Earth Fxcovoticn Includes e.tcavlion of pavements Ord othf-f otistructiors visiti'le on ground surface; undercifOLind struclires, utilities and tither items indicatec' to be cleniclished and removed. together with earth crid oWer ma-,eriols (IncountfurF-cl that i-e not classified as rock t)r unckithorized e.covaticin. Additional Excavation: Mie,ti ex,cf,ration has reached requirt1d Sub grade F4evathns. rotify Ergineet who )0l maile on inspection of conilons If unsuit3ble beraring -noterit:JIS (ire encountered at required -iub ig,iiclp el-vations, carry excavations d"per rind replace eficavated material ns directed by frigin"r. Rf.-movtol of unquilablir, mot--lol and its r--131ocernent as directed *11 be poid or; basis of cortract cc.ndii,nris relatie to ChOnVs in wc,fk. Stability of Sincip -.0clet; of exconot.ions to comply witl local codes and ordinon(es hcve juyisdictioi. Shore ani brocie twitter- sloping is not pca,sjt,le baccyus- of of -ace restrictions or stability of too Prital e.covattid Maintain sides and slapes -f eirrinvoliong in safe conciltion ntil ccnnfplel�,n of t,ackfiHng. Staring ind Btc-cirfq: Proville mo:erials for sK3ring and br:rinq, uch 0-i sheel PilinT uPT19-Its. st,ingers and rross-Urcrees in good ter0crable condition. Establm+ requirement-, for f,ench sho,inc and b,ocing to cornply Alth local Codes and, outhcrilies hoving Prisdict nn, lffl,iintain shorifill and brocinq In tiricavatitins reclardles-; of Illine period lsx.�avotionrs will be open. Carry down shoring and Ili 09 excOvi3tiOn 2"O'grel;ses Dii,watering: P,event surfnre it-r and substirfocP of gtound wok,sr from flowing Into excavatic,ns ard from flooflingw�loject sit;? and surrounding area. fr. the everit Ve wattvir Is e-icountered chiring tie constructiri. cle-trotering shor be cc�ndljcted. Tle contractor i-3 sole�y revonsible for the detign. installation, cip.,tration. and subsectient roamoval of dewteritlig r;y9tem% and their safety (,,)if Confa,mlLy Witt, local :odes and regulotiols If dtEwatirring arclapryient needed. exceeds aly of the fol,owing: 1.) 6' Pump VolWe� 2" IOQ,O:) GpC, total 24 hour If day) delvotering. and: 3) 1.000000 GrD )UmP coPOr-itY- the cor'trnctcw shall be tecp-jired to rern,it th! dewriering syster, with the S,PWMD The engineer ond.1or cifiLner sb3li be oc-tifled nirriedintely i! any -)f the above 'hiesholds clie excp-ed#d Eftablisl, and rrointait temporriry drainacle dilcies and other diversickn4t Outside exca,,ition Im;ts to convey rain writer and w-flef removed from excavations to collecting 3r run--laff areasi Do not use trpn-h excovatiors (is -ernporairy drtintage ditches. Material Stoloce: Sjoc i .kpil� satisic,ctofy excavrte m3leriol! wheft, direc:ed, urtil neq re f r brckfill or fill, ' Place, grnde and shape stoc4,pies For proper drai,,,Jge. Lccate crid ret --in sell motis,ials cirwroy from edc e of excaol ons. Do fint store Y.ithin drip line of troes indicote4 to remain. 134spose nf excos sciol material and waste motd.wiolq as herein spezified- Excavation for Structures: Conform to elevallor.ts and dimensions shown within o folei�clncle of pill-; or minus 0 10'. -ind fe,lenclino;, a sufficient distance fictin foot figs and foundatiors it) Penn it pl-icing rind rerrovol -)I conniete formwork, installotiol, of services. other construction, and lot ireipection. Irl excavating f-r foolings, aid fouidatiors. I&.-! COIP MOt to distu-b bottom of excov3tl,)n. Eycovate by hcnd to final crade J.isl belore Concrete reinforcement is placed. Ifirn holitoms to required lines ria rades to I leave solid base to receive othe- work Eficovati(in lot 7rencl,es� Pig trenches to the uniform width reclul-ed (or particular itgm to be installed, sufficiently Ivide tc Provide Omple wor<ing (corn Provide S" to 9" clearonce on both skies of pipe Or conduit. E),covat. trenches in depth indic-a-ed Or requiritcl. Carry de.ith of tren0es for piping to establish ic&COte..i flow lines and inve-irt ele%otions BeyR.4id building Terimeter, kf-fp bottoms of trenches sufficiently �efcw finish orade to avoid freeze-uris Glade b(.!Ioms of trenches ns indcoted. notching untler pipe bells to provide solid bearing -or ertile h(-dy of pipe o. Buckfill irench-I li concr�te wfr-�re trench ercovottirms pc,;s within 18" of cal.irnn or wall fatitincIs and wvi�ch ate carr Ad befDv bor-Jom o" such footin;% or which poss under AIIIII f0cl"s pl,ce c, ,ncfete to level of toltom. of oclarent focitinc. Do not t-ackfill trenclies tin'T telt'i 'Ind Inspections hve betri maJe and backfilling aituarlZed by Er gineet Use �crrle i-i tincl,filling avoid damage or cligploc.emen' of pi2a systerris C(Ad Wealher Protection: rfotqct exc.watior, botterns against freezing when atmospheric titimper,vuris Is lew ilion 31, degrees F (I decirs-e C). COMPAC 101il: General Control soft rnnipiction during constplictlon providing minimurn petcentaq� !)f chensilty ified for eac.ii area cifissifictiti-in in6cated "e4ow. refIcent-ge of maim,um De-isity Requirevitents: Comflact st"I to Plot less than the Ic4lowing peircent,gea of maximum clonsitv �or -;oils whic- lexhiiii a %ell-deined suaisture densty felolio.,hip (C(,hpsj,1e setiltit) detetimined ii accnrdnnce with �STIA ti i557 AASI-10 T--I 60; and not less thar, the followina percentages of relative tensity. etefinined n with ASTU D 2049. for soils vilich ill not exhibit a well-defined nroisture-densily relationstik. Prolecticn of Croded Areos� Protect newly graded areas from trcffk ord erosion. t:eep free of (coh"ionle-zs sails) trcsh and debris. Stiruct-ires. Building SJobts and 'Steps, Pavernerits: Compact top 12' of subigi-ade ond each layer of bock III or fill Inaterial at 95% may1murn density (,,)r coh!sive or Rnair arid reestablish qroO.,s In settled, eroded. and rutted oreas to spscified tolerances 98% r-Antive densit ,t for c4oliesionless riaterlIll. Rqconditioning Compacted veas: Miere completed compacted i,eas ar-i, disturbed ty Lawn nor Unpaved Areas. Compact for 6" of subgrode tind istict. foyer of bcckfHl er fin ,e Weather, %cii-ify oLsfoce, ilishape, and comficirt to subsequent construct on op-tration-s or odver- material at 85% rnivinnum dens ty for cohesive soils and 90% rela.five density for required densilly prior to further co>nstruution cohes�onless soils. Spilling: Where settling Is measurable or observable at excovatec areas during general project WqIkW0ys: COMP00 top Irl" Of 5UbgroA.e onc each toyer f bart,jill Or fill mclerial .it 90% wotranty pericic, remove surface (pavement, lawn or other finish). add bockfill rinateriol, compact, curd repl3re surface Ireatmtt. Festore applecrance, quality. and condition of curfaco or fIrvsh to mox1r,rum den-tity fcw cohesive riciteriall or 9'5% reltive dtitrisity for cotiesionless material. match adjacent work, and islinillitatoit erdence of restclirntion to greatest i.tent possible. or layer of soil material must be oi. ur Voistilre Coltrol,. subgr::Ijp on -it e col-Aitioned before DISPOqA_ OF EXCESS AND 'NASIE MATEPIALS: compaction. uniformly i1pply water to surface of s,Abgrod.?, or P)yttr of sail niaterio. to p event free aliew ippearlig on surfac-so during or subseq; ant to comp3ctlon operatioris Refri frorn Owner':; PO:ip�rty Remove waste rnatnrlials, nrludirrig unti-ceptchle ex,�avated Remove and replcjr�, or ticortly nrici nit dry. soil mot-riol thof 1� Ino twet to ptirrmit comp,irtion to rinoterial. Irrinh and debris. end di,iiitoilir 31 it all Own!r'g proerty, apecilied density SECTION 02513 PAVEMENT Soil mciferia that has be­rl rericived _,ecuuse it is too wet to )ermit compaction ir,ay I- stocipiled PART I — GENERA.L or sp-eod .aid allowed tc dry. Assist dryin� by discing, �clrrownq or pulver'2" L0011 moisture content is reducec to satfart0ofir /olue. DIESCRIPrION 0- WICIPIC BACKFILL AND FILL� Extent of asphalt concrete paying work is shown on .1frawings. General: Place acceptable soi, material in layers �a required subgrari elevations. for eo,,,h CITe,3 Preporec aggregate subbase is qpicified in earthmirk sections. clossificatior, listed below. In exc3vations. use satis'oetory excovttii or borrow matf-rict. Snw-cutting of edige� of existing -)ovement is sriecifiltd in site clearisig !;ection, Under gras-sEd areas. use stisfoetory excavcted of borrow, material. SUBMI T TALS Uncle" walits and pinvierinerts, use subbeise material. or sotisfactcry ewcivnted or bo-row Material Certifivotes7 Prot/re cop es of moteri,ils ceFtificciten signed by onaterial producer and material, Or combiration -if both. f.ointractor, certifying that e-ri,h material item .-orri with. or e>ceeds, specified requirements. Under steps, us; 5Xtiose material. OUALITY ASSURANCE- Under piping and conduit, lisp subhoie materld wiere stibbose is indirofed under piping Cades and Sto)dards Copiply wi'oi Florida Department of fronspi.vtotion's specifications, or cordult: -;hope o fit bottom 90 degrees of cylinder, latest elf lion. and with loccl gove, ning regulations If more ntringent their herei I specified. Backfill "co.tations as promptiv as wcrk per -nits, tut not until completion a' the foliowir,.;: SITE CONDITIONS: Acceptance Of contiltrurti(il below finis grode including. whpre c.pplicrible, darp- Weather Limitations: Apply prime and t.--ick cocits when arn-,ifent temperature i:i abo,,-, 150 ceg.F proofircl, waterproofing. and perimeter insuto'ion. (10 deq.C), rand when lemp,t,rature ties �ot been below 35 Ieg,F (I deg.r) for 12 hours Irruinedla:iRly prior to Vipliclation Do not apply when base is wet at, contoins on excess of Inspection. tr-sting. appro,mi, an recording 1,wations of underground ti.ililll-s. moisture. Removal of -oncrete forri-worIl Construct asphalt cclic'ete strrfac-! cou"� whist citmospheri: temperature is above 4!) deg,F (4 dog Q. and when base is afy Base coirse rray he placed when air tetirporciture Is above de(IF Removal of -rhoring and tracing. and bocl,fill'nq of voids with satisfactory materials- Cut (--I deqC) and rising. off ternportarry sheet plifinc driven belo-A batt0fla Of ';trUCtLres and remove if% riatine- Ao pre�,mnt settisment of the struc-.ure or utilit,ns. or ea-e in Place if rle,juhred. Grade C,>ntrol: Estchlish and mri�nloin iequire,i lines and eevaticins Removial of trash and debris. PART 2— PRODUCTS Permanent or terr-rorary inrizortal bracing is in place on horize,intally supported wells. MATERIA_ S: Ground Surfoce Preparation, Femovie verget-3tion. 4ebris. unsotisfact"y soil moler-31s, obstructions, and deleterious materials from groun� surface pri-w to of fills� Plow strip, C,enefol- URe locally vailable tria:erials and gradations whirti ext-lbit a ejolisfor.tory rectird of or break-up. slopee surfaces sleepe; than I ver-liroll to e horizo-rittall so that fill miteriel will b--nd previous instoll3tions. with existinq surf -ice. Bose Course Aggregate! Sound, ngular crushed -3foie. crtshed 4ravpl, or crushed ond, When e�istirq qrotnd surface has a density less kt-van thit specified under 'Comptcflon" for stone or slog screenligs particular area ricssilication. blecilk-up grouid sur'orce. pulverize, moisture -condition to ciptimurn moisture content, and ctmilipact to reluired depth an rercentcge of maximum density. Sti,face Course Aggregate: Crusted stcrie. crushed %gravel, crushed sing and -,harp--eci natural cind. PI ac e-nent and Co-ripacticin: Place bickfill 3nd fill materials in layers not more Itan 16" In lcw)-.qe depth for rraterial compacted by hea�y con,pactio-I equipnient, and not more thar, 8" in loose Minerl Filter: Rock -3r s1O9 dust. hydr-rinlic cement. or other inert material ccftiiplyiin� wlth depth for rrateriol comp-icted by han:1-opeitited tamptsm. ANSHTO M 17 (AS7M D 242) Elefo,a.- compacticir, rnoisten or aerate each foyer ns nec-�ssclry to provide ciptirrurr m . cislure ADhalt Cement: AASHTO M 126 (ASTU D for qr-adpd maleticl and content. rampact each layer a required pti-cent,uge of rnnxkTtjm dry dens4ty or -elative, dry AASHtO M 20 (ASTM 0 94f) for petietration-groded malleriii. densi-y lor each area classification. Prime C,)ot- �-ut-bcck tkre; AASHTO M 82 (ASTM P 2027) MC-70 or MC -- Place bacl,fill and fill materials evenly adjacent to structures, piping or corickult to �equir�d 25o elevot ions. Take care tc. prevent weciging iction cif backfill against s:ructur!s or dvjplo--�meni of pipin; or ccridult hy carrying material uniformly fr�und struicitee, pipi-ig or --oncluir to Tack Coat: Fthulsificd ospt,.:)I(: AA91110 M 14( (ASItA D 977) or M 2U8 (O 1�97); SS--l. approximately some elevation lit each lift. 11', CSS-1 Or CSS-11i. dilulled with one part water to one part emulsified asphalt - GRAD NG7 On- site Lane Harking PoinC Chlorinciteirl rubbor-alicycl type. AASFFO'M 248 (I'S TT-1-111)), Type III Cenerol: Uniformly qrod,� area; Withn limits of grading inder this sprtion, Includlig adjacent transition of eas- Smooth finished sui-face A-ithin specifieJ tolerances, compact with unifcrm levels Wheel Stops: Precast of 3,500 psi oir-entraired concrete, approximatefly I)" high, 9" wide. and or sicipes between finints where islevntions are indl:oted, or between such P'Ants and existing 6'O" lonq. with chon-lered corners and drainage slots on underside. grades. A] concrete to- curbs, pods. Inlet oproni. sideNvolks, etc. shrill be 3.000 psi *i In a rroylmum Graditig Oulsie Birilding Lines: Gradtio o,e<it adjacent to building lines to diain away from Oimp of 3' to 4'. struc-ures cod to prevent ponding. AIP414AIT-AGGPEGATE WXTURE: Finish sur(cries fr-e from irregtlar surface changes, and ris follows- life cispholl liveoring surface sholf consis of T% e S-I asphaltic c-iincrele rnixti.re rn�?ting curr-rii ,p Lawn .�-r Unroved Areas: Finih areas to rereivp lopsoil to within not movie than 0.10' Fl7ricla (-Apartment a' Tron-portaf;on specifications, Tie wecring stirface shelf te compacted and ploced at a density r-o less than 91% cf the 1,31iorrActry dersity for the .3pproved job mk formula, above or below required -tubgrade elieviitions. Works- Shope surfzce of areas under wall,,; to line. grocle and cros,;--ritectlore. with firiish PART 3 - EXECUTION surface not nicire than 0.10' abve or below requirt�d subgrade elevatioli. ',IJRFACE PREPAPATICN- Pavements: 9iopk- surfa..e of reas under (lovernfrit to title. giode crid crons-section. with finish surface not -nore tion 112* above or below required subcirade elevation. Rnniove loose -noteriol frnrn compacted subbase surtoce im-nedilAy ba-lorp or -plying prime Coal. Gradlig Sur'ore of FRI under Flijild;ng Slabs: G(Ficle smoith oni even. free of vo_;(-;, Proof rof pr,-Vwpd vibbose -surface to check for unstable arpris end areas requirino cidditioicil comparted )s specified. and tc required elevation Ptovde firint grodes within a tolerance of 1/2" coirnpaction. when teste with <3 to' Ct4.falghtedge. Notify contractor of I injortis factor y onditions Do t begin pajirO'worl, until deficirtit subicise Compaction After qr�dnq, compact subgrride, "ou, faces to the depth, onitil indicated percentage of OTPOS hove been corrected'ond are ready to receive civing. . .. moffiriurn of relative density for each area -lossifi-Intion Prime Coot: Appil y C It r a t A of O., 0 to 0 50 044. per sq. yd.. a ver ,I compact" lutictrodrs. 'klply PAVEIAEN*T SUBBASE COURSL material to petietrote and !ecirt, but not flood, surfac,R Cure and dry Iasi long as necessary to at oin A penetfaton and evaporation of volatile. General: Sut)bane cnur�o consists of plocin siJbIbose m3tericd. in layers of specified thir-Itness. Tock Cn,3t: Apply to ronfort ut �cjfces of provIousty -.onstructe asphalt or pia,tind cemen- over u,bgro.je surifice tc support a Fovement base. cour-te. cori and ti.i.iffarcel; abuttrig or projiRcting irto asphall c.lri�rl,,teo pavement. Distribute Of rate if See t,sphaltc Con--ete Paying section for p-jving 4ifiecifirations 0,05 to 0 15 gal per sq yd of sorlince Grade Control: During construction, mointon lines and grades includiig crown ono cross -slope Allow to dry until of prop er condition to receive poing. of subbase course E-,,ercise carp ii appiving bi-umincls materials to avoid rpeormg of adjoining concrete surfcces. Shnulders: Place shoulcers dcng ed(;es of sub,"ire course to prevent lateral movement. Remove and clean dirmage surfaces. Construct shoulders of occeptoAe so!, materials, rioeed In t7uch quantity to comp,ict to thickro3,", of each subbase rourse layer. Corripoct and raft 3t least a 12" widh of shoulder simullianeousiv PI-ACJNG, M)X- wit h -,ornpo,:tinq and tolling of each toyer a' subbase roljrqe, Cstnercfl Placi laspholt concrete riflwture, on p,leperren. sorfci�e, sproad nd strike -off Spre ad Piacir g, Place subhose course matelicil on prepofed suh,grode in layers of .)oiform thirkiess. rrylure at minimum ternperature of 22� deg.F (107 deq.C). Place lnac,,�essiblr; and small (treas ti, conforming to Indicated zross-sectior and -,hickneas. 11,13intain ptinnim m6sture content! for hand. Place each ccurse tT- rectured 9,rde, cross-s,2�ction. and compacted thici,ness, Hot mix compocting subbionfe moterid diring r4acerri operation;. o%pholtic concrete blinder find Sluf�oCe rUTse kv new pavement oreps re.:Lfiring more than onte and one-holl inches (1-112"), asphalt thic,kniess s6olf be ristallod in two (2) lifts, Asplint in e,isting Mien a Compacted subbae coirse ill: shown to b- 6- thick or less. place raierial in a single. layer. pavement overlay orlsos shall be a mininnum of one inch (I") thick and thicknEss rhall be Inctecisited When shown to be more than 43" thic. pla�,el material in equal layers excief-! no single 1�-yer rTore as requited to match adirl".ing roverne-lit grod#m. than 6" or less Ilan 3" in thi(kness when -.ompcxJed. Paver Pfco7inq: Plare in Mips not I"s than 10' vnd�_ unle-is cthounwise accept�-ble it, Engineer. Building Slab Droincige Course: After first strip has been paced d r6led. place su-,catedirg strips one extend r6ling to overtop previous strips. Complete bise course for a section beforp.plor.Ing surface coirse, 1� applicable General: Drainage course consists a' placeirient crf drainage flit molfrital. it, layers of indicated thickness, over subgrode surface to support concr-ite bulding slobs oints: Make joints iletweers old -3nd new povFnients or bf,tween successive doys' work, to or ous bod between adjoining wort. Construct joints to ho%,e some, lexhire, density continu Plocir g: Place drolnogit- fill rrilr0erial *n pre -.ore subgrale in layers f uniform thickness, ci,:sure d tunic-othrip5n cis othero sections of asphalt oncre,:e course Clean c,ntact surfaces and apply conforming to indicated cross-secticif and hickness. Maintain optirinjon moisture contem for tcck coot. compacting material during placement operctions. ROLLING, When a compacted drainage ccurse is shown to " f5' thicl,i or letis place rnaterin in a single layer. When shown to be more than 155" thick. plare mat,lorial in equal layers excep! no ftngle layer rrofe Begin rollin.) wher rifixture will bear rater *eight withou displacement. Ition 6" or less tton 3" in thickness when -onifiro1ed complic'. mixture with hot- hand fampors or vit�irolinq plate compo:tors ii areas inacce"itiff to BUILDING SLAB SL13GRADF COURSE: rcilers. (The building area plus c minimurn narqin of 5' beyond the perifyielle- foundation !I rips, 1;hould be Bi"kown Roll;ng: Accomplish breakdo-m or -itiol tolling Immed6tely [illfowin-1. rolling a( joints and oul-iichq edge. Chlee:k st,rface, offer 3real,down rating, and repnit displaced areas by clenfrod of all surface veqetotio�, roots, topsoil. dfhrfs or other ckelel,liws ateriels looseninq and filing, If required, with hr-I mats-iol . I Siripping, excovati,Ni, fililig, lld compaction, withir buillding ore -is shot be pteformid in - Ss-cond Rolling: Follow bienlidown rollific as S,.On as possible, whl.@ orlit,lie Is hot Continue ia�cordnnce with he gerilechnical enginepir's rerommenditlon. second ailing jntil rr,iyture has been th5rougtly compacted Prior to beginning the compaction firnicess. moisture contents within -.he foundatioi sails should be so lict tt%ey appiorich :he cp:.murn romp"tion rianditi,xi. This inq-/ requi-e the use Fi-fish Rolling- Perfo In finish rollira whie robtuie, is still worm eriough for removal of roller C,.fltlo .tied (31 a dowatering s;fstern. It additional water Is eecuired -ro increase rnoistu,4 COntit.-Ilts, the water morks. Continue roll ng unlit rolle, mort,to ore eliminated and course be$ Ottolned maximum shoul.j be applied in fuch a nr,2nner that it will not couseI erosion or disturbance -f the qurfo,:e soil A iniinirnum of ter, (10) iveitlopplififel p-is"s shouild be made by the ibrolory roller. Afte- P.)tching: Remove cjid rep ace poving ore," riixed with foreign matle-rids and defect -e Ofe3s. ' Colin 41 C-it-out such nreas )nd fill With isish, hot asphalt concrets. p ct by call Ing to allirrum corripcetion, the foundation soils shOLId have a minirrun'. densi.y of C-57 Modilied Droctoo surfac density and !4noolhr,ess (ASTki D 1557) fo- a depth of at least 2' helow f-citing! and qocx slabs. 'a finish he in th n (I'. Pr otection: A -ter finl rolling, rio not permit �,ehiriflor traffi, on povitim-ni until it has conle and Structural fill required to raise the bf.4ding areas grace, should placer, burdened. rinattirlum) level lilts and comp-icird :a 95% of th.? soils Modifi-3d Pro�Jor Density 'ASTM D 15571. Fill should rr�t be plat"d ova,, any natfirol In-plw.e sols until the natural deposits hav,? Elect barricades to r,otect v�uonq Oci tfjf(IC -filtil Q11)(turc ho� (ool#6.d enough t;ot to ber,�rre been compccted as specified ct:�ove- Propi s­jrces Of stru�turllf fill shculd b approved by the marked. Soils Engineer prior to their piccerient within the xonosaid budding areas. Sands which hove less. TRAFFIC AND LANE WAPKINC."�� their 10% titles passing o No 200 Sill,ve will genenilly be acceptable Frovidet the �ncilstulre content is controlled to ensure thot the rinctlerials con be compacted to Pio requi,ed delsity Cleaning: Sweep anc clenn SUrfoce to i4lirruncite loose materal ard dust. Soils placed adjacent to foritincls or walls should t-e core -fully camptic ed with a licht rubber -tired StripiriT U-;e chlorinated-tubb"r brisit- traffi� lone-rinaTkinq point, f(w.ory-mitied, c:uick- rollern Or vibratory plate compactors to avO'd darriage fir. the lootings, or wO119. fhis incteriat drying, rod nrfi-bl-eding unless stripin,' is specifically spe,' tied. shout.J be placed In I"el lifts not exceeding 8" lcose thickness and Compacted to a miniium densi y of SIM Modified 71roctor Iho vibratory roller should nct be utilized to compact soils adjacent tc, any por:ons c file stiuckure. (-.)W- Nhite unless otherwise spe.-cified on civil drov,ings. FIELD OUALITY COIJTROL IN) not pply traffic ind larie moritinct p4n! tirtil layrilit Grid placernent has been v,-rified With Outility Control lesing During Construction: Allow testirg serAce to hisple, and .3pprove Enginepir subgrades end fill layers befnr* further eon!,t­jctkrn wor� is pe-formed. Apply print with mecianirol equirerient 1r) produce uriforrin stv3i<*t s Ar):?Iv if) 2 coots at Perform fieli &-nsity tests in cccrifdcncp with AS1IVI D 1558 (sand crne method) -r ASTM D manufacturer's recommended rates. 2167 (rubber balloon method). as applicable. W4EEL STOPS: Focithig Subgrade- For each s-,ata ct soil on which footings *41 he conduct t least one "I.Cure wneel stops lo asphalt concrete surinc-t with not lerm Ifficon two 3/4 diameter 90%,arlized test �o veri:y requ,ifecl dosign bearing capactles. Subsequent .lRrIfIcoiion nrd oppro,�Ol 0 each foot" subgradis may be basec on a visual compfirison .if earlt stilig,nde with reirited tested strata, steel dowels embeddfd in precast oncr-tfs at 1/3 p-Ants. Size I-migth )f dowel to renetrote at when cfrcep�oblle to Architect/Frigineet least 6" into asphalt Concrete Drill pla-ernevil holes oyarsi7p anc Ambed dowtils In flat hitnimincilis grotilt Colurten and Continuous strip FzoLing: One (1) in-plme density testfrg pet cialtsri,ri fooling and per 100 lineal feet of continuous strip footing. FIELD (XIAI.ITY CONTFZOI_ Pavec, Area-: arid Building Slab Suborcclfr� 1,44e (it least one field deisity i�st of nub,groe far L--anerail! Test iri-plcre os;phaft c.)nrrete rotirses for comr:iance with requirements fnr thiciness every 2,000 sq. ft. of building slab c.­ 5,000 sq. f� of paved area or of po.ed or -to, but In he 'Glia and surface sniocithriLss Repair or rennoe Ord replace unaccept--ble ptivifig rs directed by less *Inall 3 tests. In each compticttcl fill 1-:ypr, rialter cne firld density test for r%,"y 2,060 s I . III. f Atchitec overloving b.idding slob cr 5.003 mq 't of played rea. t,rit in ro case. less !hcrn 3 tests. Thickness: In -place cornrccted will not be occertoble it excesclIng following alloo-ablo FounJotion Wall Bicl,fill: Take at eost 'g "d density tests at Io7ckions and o4avoti-7ns as variation hom requirf�d thickness: directed. Ocse Covrse. 1/2% plut, or minus, If in opinion of Engineer based on 0-sting se"ce rpporls cifirl ubgroee or fills whi­h Su,fnr.p Cour".- I/f, plus or rintius. have been ilaced ore b-low srecified density, pirn�,de ri,dilioncl compaction and tastinig of no I additional expense T-'%t finished of each :)spholl ­inrtete course fir snicothriess. usinc 10' s:raighI-tdgl% o::plied parcille with. and at fight rinqle- to ceiitierline of p-3ved a -ea Surfcces wIII not 3e acceptable if e­.eedinc the follati trAer3rices for smoothness. Bose Course Surfn--e: 1 /4". Wearinq Course Su-foce7 3 /16". Crow led Sirrfraces- Test witi Crowned template rentered onri at right angle to crown Maximum allowabl�e Yorict,ce form ternplalle, 1/4". Chec, surfoce areas (it iftlervols as difected by Soils Erpgineer, Core boringi sholl be prit,forrnelf for eacts 20.003 sq ft of prived area :a vpri-*y required tticl,,nAsites of hose rind pavemen-. sections If In the %4nion Engineer, tiosed on testing se vice opcirls Lind Inspection. bot!e or pavement sechins which have bets� placed ore behow specified de-sity of thickness. provide additic-nol compaction and t,!sting (it no additicnal ex)iensp SECTION 02666 - POTABLE WATER SYSTEMS PART 1 - GENERAL DESCRIPTION OF VIORK� Eytefit of portable water sysitern eyteirlor to buildiligs aric exclujing Fre Supply Symtlosm Improvements is indicate-1 on rawini;s and schecirles, an by requirenents of thils section. Refer to Ecrthwork section for excavation .and biar+fill Frquirerl for p(tobie 3ysiterils; not worl, of this section, OUAkITY AcSURANCE: Mortutoclurer's 1-Niallficat ons: Firms reulcily eng3ged in montifactur-3y of r-olln-blits water systems nionkerials and products, of ty id sizes orclitried, whose -.)rorJ,ir;:s hmst beeta' in ,pes ct satisfactory use It siml4ir service for not less thar, 5 years Installer's Cualifications- Firm with C least 3 years of !uccesffuf in0alloticr -piefience Of) projects with potoble li ri wcrk similar to that required for project. Code and Standards CIty of Sanford Code Compliance- Comply with City of Sonford Requirements One stoncfotd% (of all -onstru�fion. Plunicting C-Aft 0�mpflonce: Comply with aLplicaNxi portions of Natlencill Stondaid Plumbing Code pertaining I,, selection Grid instchaticii of Fic-loble water sVstem materials arid ptocucts. All water improvements shaill be constructed In a(corderce will City of Scirford's standairds o,id specifiraticti)s Any onflicts beteen these srerificolictris cnd the city of Son!Ord specifications. then the city's specifications sholl orevoil. SUBMI I TALC: Proctict Data: Sibmit mantifcituret's technical product oto and Imitallation instruclitins for potal)le water system moterial-t and producis, Shop Drowligs: 'Mitrilit shop drawin,js fair potabitit water system motterials to Engineer for opproval pror to ordering soid"'materlois PAco-d Drawings: At project -1019eOLt. sub-loit record dtlinvings to th.� engillie-er of installed potaiile vvc�er . system pi>ing crid piciucts. Approved Ritit,citid drnwings must be provided prior to riEceivinq final opproyntl and paymelint. Main'snonce Dato- Subilit m(fritencince clota ao,C parts lists for potable writer system -noteflls s - in q and )roduct . Include this data, product data. s,iop diriwings, and record ow s in mrrintpnoorL PART2 - PRODUCTS PIPES AND PIPE FITTINCI;: Cene-ol: Frovide piping mcife,als ond.faclory-fobriciated piping prod -jets o' sizes, types. pregnure fatinist, find capn6ties'ns indir-ated. Where not icidicated, provAe pr�per silection as cl-�termioed by Installer to co--,nply w:ih ins-.ollcilitai requremen s. Pro�icle !;izes and types mr,fiching piping and equipment 2orintitctions; providp fittin-1-3 of matewicis whih match pipe matericliq used in patnhle water systitnis. Whore more tion one type Of materials or products are Irclicaled. selection IF lnstaler*-t option. 14 Piping:- Pi ->vide ripes of one A the followiig mcilericils, of weght/cliss indicated ProN4de pilpe fittings and accessories of scrie mclerial and weight/class as pipes. with joining method as indicated jPJI PV(; pipe %hrill b,ror the NSF logo ter potcf.�Ie water usit,, P81yethylene (PE) Pipe* AWWA C901 for sl7es 1/'i" thrcugh 3' minimum r*essurfe 200 psi at 73-4*. Copper tute outsde diameter aet ASTM D 2737, iianulcictured frorn virgin resin rneelinc ASTW D 1248 It sholl hive a siundo (I dimensin ratio -)f 9 (SDR9) nod a plastic Viper instlItlie rating of PC 340f,. nitings: Copper olloy cr nytcn bcurb�d insert type with 2 strial)-type stintags store[ riarrips o%vm pipe at each insert. PART 3 - EXECUTION INSPI-IC I )ON Gene at, F�,cjnnir,(. areas and onditions under whritch potable water mterials ad pr9du,,ts are to be instr0ed. Do nc-I proceed witq work until jnsatisffortor.� r�cfnrlltions have be?en corricted 0i manner act eptolal fin fristalle,r' Instolation of Idt-itificnion: Gents-ol, Curing hock-ftling/t­ip-sailinci tit undrerq,ound poinblis walfr mails and services, ;nrtalll contiruous undercircund-CUS roingineic markets loroted directiv averr buried lines.-rit 12' below flinisl*ed grcale. INS,IJ,ILLATMN Of PIPF AND FIFIE FITTINGS PolAthylerip pipe- Instrill in accordance wi: k In martufacturTr's iriMollolinn instrurtionii Lfirunt restraining Is red-ired at fill tends, valves. fire hedronti and water main tw.minoitions Depth of Cover- Provlcl-� minimum c:)ver o,ier piping of 12" below average local irot depth or 36' below iinisher: grad-. whichever is grea.er, and a miximuni of 4'unless otherwise 9pecificrilly ctpftrc�ved b i the "righeet Wale Main Connection: Top writer rittin w th size and n lo�atton as Indicated. in accof donce with requirements of wazer Cily, of Sonford. Provice curb valve and cirb box as indicalei Cc,riffoctor shall f,,Aiow the requiremleits of file tisnporcuy jumper c.orinection wher connecting to e)fsting woter moins for potable and/ a- fire protectlon services, Wate- Servi-le, Ternination: Terminalls, poto�le water piping 5-T fr" hoil:lurici (currialion in location arid lnve,t (39 it dicateI. Provide tmporcry pip,- phig, for Filf ing eutensior into building A 11 p pe 19 to be old in o dry 'rerich, The, :ontroctor shall pro%vide do,writering as required to maintain dry trenr-o thre-ulghaut construction. Ping oil lines under constructic-ri at the errcl of the working day to F-,evpnt grounc water o"I p­tenllol cir-ritominants rnrn entering Iiies rind lines Undew front-ticlion All muck clid unsAtoble motefitilts er,countered in trench botlo-P, shOf be removed and (ppla:ed wiih corpocipc g(Orif-for niaterial-tis a nisnimuri of 95% maxinium dry rl�tisity "r AASi'TO T- 180. proctor and Jensity test results shall be sub-nitted to th(- engierefor. All trench bickfill under future payed areas �3boff be pla.-ed In 12" layers find compacten by troactatilcol means to a m1nimum of 95% d-ansity per APSHIC) T-1813 so a ' s to pr"ent liture setti-merit Compaction i unpcved areas shall be a mirimum 6f 907' Mouinium city density as p-4r AASHTO T -180. Pipe 'Clearalices: Vointai-i 10' -rinimum horizontal separcticin b-ttween woter mains and staritav, hazolds (iler, sonilary setwer, f,"ce rrains, s-orm sewer rind/of reuse water rains). Whore thir,re Is less thar, 18" erticol sepor:ffbon between water and sewer rnains, both water and sewer oins shall tie eitr�er criA or ductile iron plaill or ericos#-d it, rnncrelo IOLF each side of the crossinic (totaling 2t-LF mininium encosittment) AMSTINIG AND CLEANING Desirfectior of Pir,table vater System Flush pipe rtem with clecrin potole water until no ditty watef apper.irs at point if outl*t. Fill system with woter-chlorine solution crotailning at east 'O ppm of chl)rine. Mlve cff syslenif and let stand for 24 hours mininvi. Perform tincter-lologiccl lestirici anf proice Engi-eef with lic(eptable rest.119 for Iw,3 (1.) conlecuti" days at oil sompl- points identified on the Florida Department of Emironmentril Protectlf)n Put'lir Oriniing Water Facility consiruci-on per -nit Upon ocr.eptance by he Engineer. flush s�-tem with -:Jenn'potnNf- water until no chlorine remains in wcter coning f am sysllfem� Reveal prow-edurre if contamination is preseot� in bacteriological exami lotion No connect on to the ei,istlng potahlis water 3vRt^rn will be mode unill clea Once trien recei,red SECTION 02720 - STORM SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF VIORK: Extent of stnum sewage systeris wr,rk is indicait-I on d-owings and nchie.,fi.les. ond b� requi,ements of this section. "Earthilrolk' for lelcovotion and bocillill requitrd Fr,r storin se,roge, Sy Tis; 0 0 th S ter q t f I sectiin. '130frin Water Sysiterics" for interior bvildinc s), ters inelidina I-ni-i7ontol brion-lie- and ::ontrections to roof and deck drains; r,ot wo'k of tiis qec,lon QUALITY ASSURANCE: Manufacturer's Qualifications- Firms regulcillf, enqili 4i mfannfactuv�.- (.if %'arm S�!*,jqe systern's product-- of tyr)es, rii:terlals, and sizes equire, who�.se prc,]-scts have tmen in 5liti-f-iclory use in similar serAce to, not less than 3 years Inglolet'i Cualificutims: Firm with ct Least 3 years of successful Instolfatl.)n experience on pro�cts with storil spwjq4E� itc.rit sinnilar to that iequirerl for project Codes find Stanrids- Plumbing Cide Ccinpliarce: Comply *fit) doplicable potitons of Nali-nol St-3n,lord Piumtring Code plertolninci in selection clod instailoticif of strimin systerr'n materials nd pr.?duo,.t-. fn�vir)nmenial Cor)pfionce: CCmoly vitith applicable portions of local I-riiron-nientf Arlency requintions pertchninq to storm sewo,le svvisms. SUBMITTALS: Proliturt Data, Sijbinit manufacturer's tier�nlcal produ,7! data .7nd in,3tolloti,�n instructions for storni sevvege system materials and Prndu0s Shop Drow,ngs: Submit shop dronvirils for %torm sewacle sytite-nis, showing piping materials, size. localkins, and inves's Irtlude details of un-Jerground structure -I. confections., and -rionfiri1eq. Show inter(3ce and spollal telf lion" between piping &A pro(irnater strucluries. Reco-d Draving& At Tit ojtect :Ioseok I. subanit record i awinw �f in! tallprill st,irm !,Iewrige pipto I and )rodlucts, In ,icctdance with retuirements of DIvis;rn-I titclinfenori tubmil fl-ita rid Tiflis little for storm sewn(ge sysl­n mteril-It aid prrAucts InCklill! IIII-1 Irl-KIL11 I Sttfp dInwill9r. urd rckcc4d n innlrilw)crn�p n-onual, In nrrorchnrla With ­rTul-vilmlitinlit r,f 0i"On- I PART 2 - PRODUCTS V,PE 1, 4NP PIPF FI I I NGS Genpi al: rro%ide pires of rine of the fvillnwkiirl rf weight/rInts indirotei, Provice pipe fittings an atcessofles of sortie mateff0l and ovelciltif/class ris plires, wi:h jolting niothrid as ir dicated. Reinforced (nrlcrele Tillie- AI;IM If, 76, f'f,;sg li tinlo-itit Otharlith- 'ridirrited CIlres I o,wiffable 60' 144". 'Jons 11 Ifirrvijh V rviiiinhiq 1,)* IW, Fit logs: Reinforced r(inviolot. %rimt- Joints complying with 11,4 - 44 3 rAl(-H BASINS: rilinotall- Provide prersl corripte �alrh 3asinst our indicated, with ost Into qroles PART 3 - EXECUTION RISTALLATION OF PIrF AND PtPF FITTINrl; Gisnei of: Inst-011 p1pilict In with jo,iiernling cuilhoritilli hiing )jrIsdfcJon, ec-epi where more -itingen! telluftements tire ridi-atod Irspert piping befnre In-itIllrition n dpt�rl plirnp,ll def-, 1,I fAnik detective rnoto,riols will, while po,nt pf"Ipliv tt�Onl sillp 1.3y iiiiiief beq,ninlrof nt low Fini-I ,f system In gia,leit ri-,rl ificinnittiptil indicated, will, unbrilken continuity if itive.it Plate 1>4 erlcl� air gr�nv- ,nds n� Iiiiiinq in 4,1 tipsifearn IrstnIl gaskets in ac- will, ter onimpndrif ion i for se nt lubricants, c�n­ntl., and other in,InVoliori rotirreto Pirwo* Insil Af In wth nf Acrill, Irstrillat,on Mci mal- Clerining Pipinq rie-,r Itf-fleir Of piping Of dill ind olh-r itiveirli.ious; rlatelia as WOO p Oqr "sett h riinfolt or rnq fit lit -lit tuir ptilt Past P, rh �gint an it I-, cc,li-trilit0e. It, larqr, I, I p1rilincl, find hinorns niny ke ii-n!l? for -fewifirl Pl.-3ce rh­r in r.f im,C,npleird -ondnif t end �f Iy or Whenever tyotl� F, Fl,ish lir,eq nuilliloi. if r-�Iuited, to ifirilrovo debris. J.irfril( Adoplors: lilloile ininic b^l,r4P*n oriftotent litipes of 14,4 with stand-rd occuplert; and Ultinefs for that (-,I,ginq Abarrrl,i,nerl Mine opor, finig of brinfititif-11 onde-crounA uIlliti" whi-In tire irdirate-I to temain n rAre. Pr,)vid s, ffic'ertly sliong I to Willsicilui hydrc-strit'r, or e3irth pre,ssure whicl, may rstoffer -tirls Of fibrutdruneei utilittits have ,�opti closed. It teltior Insper. Jan7 -noperf pk,tnq in rio-tofinint, whip4hor fine ell!%pilicermot or other domgit has -crurved. mort. Irisineciloiss Offer liti nionfinfos. of ifintificil- locations, hove been intitniled ard orip oxironlely 2 or 1%ottifilf is in oti,f rit.1nit at cKimpletion of )roject. If frispertion thlIcales poof citiquTimif, dipbo-lill, rlsll",rid lilpe. Infiltration r olht dofets, ccriort diefrwrls. nird r,-Ansp-rl CAVil BASINc- rcitrh -notilis tr, s)2­4 land stifiltilis In1lealli �.el fintrives nnd gral". In 4e,nfinns PA(KFILLfNG7 frenefini! ron-kict rO oi,err riot trenche, closely follwing lving, rItinfing, an.' berldinq of pit-. and after Initial hispFirtinn and le -sling are re,nipeted, FFIV QUALITY rONIIII01, It0ing Fort"irm liesling, fit pil'intj it, iiii local ficivinn SECTION 02730 - SANIIARY SEWAGE SYSTEMS PART 1 - GENERAL I'l-crPIPTINi "IF W(44 r.t."t of snoiltiry stwage iyst-m% woll- is, on h,owinq, and and by 1 this seclion. '�oilhikirlii' I— excomflon and li,ty4lill loquiyerl for fircuillml *Pwnqe systems. r1r.4 wo-l( of thl� s'-tion Cf,irtirrolm welirl, requir­4 fOr sorlifniv 4rew-itle ir.f*rnts� not wcKik of this section. rit,), iecuintly itinqncied III mantitnt-lure c1l sunifory sewage sisl-o's of tyl,en, in qi?-s r-epilre, 4 ... no _-woducts bepn in -t­iViqf,­l-I-o-V ri-P in %iniltit service fnr not less thritt 3 ypripst It s Film will, ni I-ont 4 y-),s of Instollatirin e-peritince on p le, Is Willi -lonflot" setwace wall, I., Ihot fliquil.'i Its pfriject- ro,t" en 11,nrilr- ('fly Of virwiloid Cod* Ceqnplionre Cornpiv with i"Ity rprlit�renipnls end stondor:­� 1;., (III 'OoFt,o(tion. plumbing f-odr, rr—wnr1lance: tivilit applroble, whoms 4 National Slonnrd phimbing find Vioduct r)(]ta4 Sittinill monufo,h,4�rsr rl,i one' Installation ­woop malopricils and pi,,ititts -.00 Prowiricn, ';tjt,.mit gl-iap dr-itwings for vitii(oty "Iforns, showing Inipinal inatorlol.), ize, on rivisirfs (-,I shurtures. conner ons. 31"i ohnntli inc- Volo, �,jbrnii li5ls I­r sorillmy sew,oge sy,dem rit-oleticis and products Irtichide irvis drio, pro,hirl rfeta. fii. drnwfngs Ind in maintencrice In .jrcot4nn�e with rpqui eivivints fit I)YsIOfJ I PART 2 - PRODUCTS 111PI-1 A140 PIrF FIIIN,� I -r Of, plf.tl If one ,I ttj,� (f *-41f/clots indi(oled. Vice. pipe filligs u,itf of ­m,­ us pipes, With joining as Poly%rirtyl ri,l,,, rl� 11"T P�ei, Pipe A"OM It Typo C,-,r' �Ilq 35: or A5�9A 0 rlc)�4 Iype Ptm� ii" Ahove fIt" cznP I -, 4­ Ii Q* 17' A, I)": 4'- A' I )". on (f F ifings PVf A101,11 I SPII3 or ASIL4 11 S404, iOlvent-olson-nif joints conriplykil; witt- A<IM 1) 2FI513 uninq solver, .-ot-int complying wilh 61M I- 2564. of eistorruiric joitits complying *ItfT A':IM r) S212 0419litiffolifir sitirlti ''If'Joyin(l *1111 fk.SIM F 477. CLE AN - LAI '- p�po lart-tiqii,ii It, qvide w,th Itirrole ant r.n4inipristink u,; Provi-flir t,ond cast - ton or cesn I o,i­ river c )*art PL I. *f1h heavy -diii y qp.curfd groti-:11ed ",.I W if) lift "a PART 3 - EXECUTION It I 5 T At L 6, 11T)t I (if PIPF AMrI FJJ1IfI('.f, --?I: IF,0 I pipiny in with nirre -.I rincterri ro.qui,temlirniq tire pipinq before a defect koior� detective tnalpriols w0iii whi-it, pint ri,ld ittityiI fly rp,move I ly pipho at 1-. point of 1--je ir, gin,fit" nod n1iqntn---t uidi.-oted, �illi +1 Olin" ,,fit nuily if i,.,Pl 1. Place bell 10,; ^I -PI% ti pipinq Irntalf gattf,-l� alont-ist 4111, Of tubric,ml, ,"not.41ts, tand r­ ;'It insloonwim ri,,,,fir ript. iri ,-, with mainto ii, bvitn's ois I ond vi -i-­)fda ire w fit 41 ?Vl Ci-nninq Pipicii-I f I#o, of pipino of 14 t and iii atiript fl.jous Inialefici as wr)ri, for d,ry 1r, Ioe iri� siolf post foril as It is clompl.led Pit pipe 1.5 It, he Iatlii it, et dry trit-rich. tho 9ficill pinAdr cliefleMprino as recluirro a maintain dry h Ilvc."IchOtil hiq all ilne� uFtfire, of file #-",,I --f file victil,in tiny to praeril qr-,lin wnt-, rl,,i r­f-�ntitd I1,110% ruirl lines -Inder cr)n�stvucticin all Intick rl frint-fiak en.otnipeein It, trench sholl be rferncv�d na rr-pinced with t-d airrimlar matriml lo m4ninuini f I 4YE maxii-rn, dry density per /kASIIIO If - IPO Ind -ionwilty lost q1valf ho milinilittod to the ongine. All frpfit�h backlif fill 'er IlLfulP pirvmd areti -hall I,P plated in 12" loyers; and _,,ompa%ted by to n rn;nimutri of (Jr,*Z d­i0y per AA,,Ilfo I- AO so a-; In prevvnif 1, I its, e -;-fticinnent Compri0ion in inriiied arf-rus hall t­ a nrithilmijin of 90% firsoximufn try erisit� 'IS per iAp r(if-It.if r ll,ftp; Ue*e Irt, .1 I-Ifilling rin nicule; gionticl strio'Jui no that finished work will cinform as 11-n0v mi 1­1, woble to Rpecili-i lot now wof� [5Ar1(FJLtItIr- (�enprial: Con+trt tyirlt fillh,cl vitetati,41s (,( opoll- "-)I ririy folinwiliq ininti 1q. and hetcring of pipe, and (ftpr initifil Insfitection and testino aim completed FFIL) (y_fALIl`Y 17011111fii I lqtjnq� PP0-,tr,i wilt, In.ral "411hwilutA Z 0 6� 0 U_ 0 LJLJ OL LAJ X CL U) Z 0 LL W 0. q0 .�p Co 46 lywitilating ENGINEER 1011, C 7C C UJ co CL 0 UJ Z fr < 0 U. 0 0 0 Cl) g Z cof 0 cn _J E 0 .0 E LU 40 Cliff r- U. M en M 0 .0 a. NOT FOR CONSTRucrilDN FOR INFORMATIONAI, PURPOSES ONLY Nor VALID WMIOUT SWNKIFURE AND SEAL OF DESI0N ENGINEER [DESIGN I DRAFT ECK RMFI DSG PROJECT NO. 98064SPI rDATE APRIL 19991 SCAU--- NONE I SHEE-r C-8 kU Abi I P ' I # TRACT A . LANDSCAPE LEGEND � F A D D f '� I +�+ t_ 8 E- t_ow QTY CODE BOTANICAUCOMMON NAME SPECIFICATIONS LEG Lirio e 'Evergreen Giant' full, 1 g, 3-4 bpp, 18"oc 280 P 9 Evergreen Giant liriope i 24 LCR Loropetalum chinense var. rubrum 'Ruby' 24-30"oa, 3g, 38"oc 4 Ruby loropetalum QS Quercus shumardii 10-12'x 4 8', 2"c dbh (41/2') ZZ I + l 1 Shumard oak O >. ,ff 3 QV Quercus virginiana 10-12'x 4-8', 2"c dbh (41/2') 5 i RFTA It, A 1 v \ Live oak U W Z I 4 l - I X1 O QV1 Quercus virginiana 16-18'x7-9', 4-4'/,"c (M dbh (41/2') Live oak � { f 15 RI Rhaphiolepis indica 12-15"x 18-18", 3g, 30"oc Dwarf Indian hawthorn 4 UA Ulmus alata 10-12'x 4-6 , 2" c ® dbh (41/2') ` t Winged elm Q' 178 VO Viburnum odoratissimum 30-36"oa, 3g, 30"oe Tn r i �Sweet viburnum N ' 1 SSE Stenotaphrum secundatum 'Palmetto' whole, solid pieces, as required, - --� -, • - -_- r- ----- Palmetto St. Augustine grass denoted w/ graphic stippling and/or 'sod' r� Pine bark medium nuggets mulch cy at 3" depth Note: Tree caliper measurements at dbh must be met to meet code O CV j ABBREVIATION LEGEND LANDSCAPE NOTE$ V _'.. b&b balled & burlapped bt boots -Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and In the landscape a A C4 notes and legend. Plans shall rule if there are any discrepancies In material quantities. All quantities to be verified. IY CO -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. LL P✓j O -LC shall coordinate his work with other contractors to assure efficient and timely completion of the work. o Q �j" 0) -LC shall be responsible for supplying all materials, labor and equipment for the performance of his portion of the work. W U � 64 �' co oo -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. < R:4 64 ti -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair/replacement. w q'a --N -Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal/addition Is not permitted within the driplines. CO i p -Round-Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be :�; ►r Q replanted. Extreme care shall be taken to prevent overspray and/or drift onto existing plant material to be saved. Mfr's V �`•' recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to Installation of plants. w Resprouting weeds and plants are the responsibility of the LC through the one year warranty period. d 1-0 -All plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, nt EQ Division of Plant Industry, State of Florida, unless otherwise noted. All rootballs and containers to be free of weeds and their roots. V Note: If applicable, dbh means diameter of trunk at breast height (4 1/2' unless otherwise noted). -Planting soil of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required only if existing soil is unsuitable for planting and/or contains lime rock or construction debris (to be removed) -Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways. -All palms, trees, shrubs and groundcovers shall be fertilized with Agriform 20-10-5 or SlerraTabs 16-8-12 planting tablets. One tablet/ 1 gal, 2 tablets/ 3 gal, 3 tablets/ 5 or 7 gal. 4 tablets/ 10 gal and one tablet/ each 1/2" of tree trunk diameter. Application shall be as per the details and mfr's recommendation. -Apply Ronstar or approved equal to all planting beds following mfr's recommendations after planting and prior to mulching. -All planting beds and trees in sod areas (which require 4 foot wide mulch rings) to receive a 3" depth of medium pine bark mulch. -LC to maintain all plant material in a plumb, upright and stable condition All trees/palrns to be guyed/staked as per details. -LC to remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. z -LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. r� -LC to provide a one-year warranty for trees/palms, three months for shrubs, groundcovers & vines and thirty days for sod. Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of the warranty period. Replacement plant material shall be warranted for ninety days (sod for thirty days) from replacement date. Q) Warranty shall apply only to material that dies due to poor quality, improper handling or installation practices. Generally, — i transplanted material shall not be warranted. Adverse weather conditions shall not apply Proper watering and maintenance are th LL� owner's responsibility during the warranty period. -Hedges to be maintained at a 4' height. O -Automatic underground irrigation system with rain sensor to provide 100% coverage of all landscape areas. Q U ADDITIONAL LANDSCAPE LEGEND 11/23/98 CODE BOTANICAL/COMMON NAME SPECIFICATIONS . Q IAEP Ilex x attenuata 'East Palatka' 10-12'x 4-5', 2"c ® dbh (41/2') East Palatka holly Y `y y r� CITY OF_SANFORD LANDSCAPE CODE NOTES �J Vehicle use area (less 5000 sf allowance): 11,250 sf Vehicle use landscape area required: 225 sf Parking space landscape area required (59 ® 10 sf ea ea): 90 sf E Total landscape area required: 315 sf �, c Landscape area trees required: 4 c Arterial/collector ROW trees required (Lake Mary Boulevard corridor): X I O a Arterial/collector ROW trees required (Live Oak Boulevard corridor): � 165, �•( Parcel property line trees required: NA € E Total trees required: 10 a G Trees supplied (includesXlarge oaks for Lake Mary Blvd. corridor): a�' 30 Shrubs required (interior): 32 c 04 m Shrubs supplied: 32 O E M W u.I 2� � i U. �-� - �Si{'.�' ' '!i K // TABLETS�AS�SPECIFIED�^ `� p�l(1 _ SACKFILL AS SPECIFIED �' . "�-•��i ®•�_ • E RISER II ` ' sTlPHlN G. PATlOAf, AfLA r!i PH '� •�w'� ��� t""Jt<n • A,chit•ct rl N.C. 11010 ............. TEL O,v `. I . n ' i• '�. •7 � — REMOVE ALL NONE I Or)EGRADE ABLE 1 y r COVERINGS r �5 0erkshire Avenue Winler Pork, FL 32709 n�Ti�=jlllir TAMPED FILL OR 51JBGRADE 2( SHRUB /GROUNDCOVER PLANTING DETAIL z �Y� � ye'87 4 0 7• 84i-444W 4 fa x 4 0 7. 899•09%& ��� • NOT TO *CALL -_ M 00 g z Mo m � 0 CA CL ENGINEER NOT FOR CONSTRUCTION FOR INFORMATIONAL PURPOSES ONLY NOT VALID WIT110UTSIGNATURE AND SEAL OF DESIGN ENGINEER DESIGN DRAFT CHECK s• RMH DSG PROJECT NO. 98064A DATE APRIL 1999 SCALE 1 „ = 30' SHEET C-9 �l 4 0 0 0 rn O 0 Ln 0 L n Q O x v c v a rn Q Lo C) m CD 0 U) cu cn 0 L ci. u cu ra C U_ w It WET DETENTION AREA "A" ZpNF ZONE ZONE 3 2 1 •+ttiT 4Qf f)PY .+lit 9,Zf p'Y vKK ,f d'M / r: I I. 14 f _I,f .ter t z 344.IRRIGATION CONTRACTOR -- 1'1.' z RESPONSIBLE FOR INSTALL — A 3 ' K1; 1' K K I3%' K i, ING 1 1/2" MAIN LINE A 1 ' 1 THROUGH EXISTING SLEEVE I AND PROVIDING CONNECTION sY4 D F 44 F _ �TO AN EXISTING 1" METER I D F 3 5LEEVC F CARWASH r , K - C Z f 34' 34' T I I4' f I' XPRESS N s/4• K ' D 34' i 111 R Nil r N T 31 Z z ,► K .- . Z D z 1 N I IF—ri LEGEND • RAINBIRD 1800 SERIES 6' POP-UP ■ RAINBIRD 1800 SERIES 12' POP-UP A RAINBIRD IWO SERIES SHRUB SPRAY ON RISER HARDIE '100 SERIES ELECTRIC VALVE 1 1/2' OR SIZE AS SHOWN ON THE PLAN -- CLASS 200 PVC MAINLINE -I 1/2' CLASS I60 PVC LATERAL LINE- SIZE AS 5HOWN UNTIL A SMALLER SIZE IS SHOWN. CONTROLLER-HARDIE TOTAL CONTROL, Ib STATION AS SHOWN ON THE PLAN, INSTALL WITH O A MINI-CLIK II RAIN SENSOR GROUND WITH A MINIMUM 8' COPPER CLAD ROD. COORDINATE RUN TIMES WITH THE SITE IRRIGATION SYSTEM CONTROLLER THIS CONTROLLER SHALL NOT RUN AT THE SAME TIME AS SITE SYSTEM. TIE INTO THE EXISTING I' METER THAT IS O TIED INTO THE SITE IRRIGATION SYSTEM. NOZZLE CHART LETTER MODEL 3SIT RADIUS PATTERN A 1800-15F 31 15, FULL B WOO-15TQ 2,8 15, THREE QTR C 1800-15TT 23 15' TWO THIRD D 1800-15H 1.9 15' HALF E IOM-150 1-2 15, ONE THIRD F ]WO-15Q 1.0 15, QUARTER G 1800-HEST .bl 4' X 15' END STRIP H LWO-I5CST 1.2 4' x 30' CENTER STRIP J 180O-I5CST-5 30 5' STRIP BUBBLER K 1800-IVF-LA ib 10, LOW FULL L 1800-II5ST VT S, XIS' 61DE STRIP M 1800-1558T 12 4' X 30' SIDE STRIP N 1800-12H 1.2 12, LOW GALLONAGE P ISOO-IOT-LA 52 10, LOW ONE THIRD R 1800-100-LA 31B 10, LOU) QUARTER S 1800-IOH-LA .19 10, FLAT HALF T 180O-8H-FLT ,fig 10, FLAT HALF U 180O-6Q-FLT 3S 10' FLAT QUARTER V ISOO-ST-FLT 52 10, FLAT THREE QTR. W IWO-5F1-B 15 5' STREAM BUBBLER X 18O0-5GST-15 50 5' STRIP BUBBLER Y 180O-5H-15 IO 5' HALF BUBBLER Z 1800-15VAN VARIES 15, ADJUSTABLE ' $ NOT INCHUoEO ,4' T LOT 29 E 92 _ 6 PAG ' PLAT BOOK 1 _ _ -to T / ml 1/2' 2,— TANK HOLD PLAT 800 '1 t /,1 n' Tf'S_SI•b.r ' r.--,�""-r„�.•s+ee"r ° 3/4' I/4' 3�4' 1'/4' 1/4' 3/4' ON 36' A s A ' A �.-� 1 A 3i ' ,.�+►r W" , 4 A 344 • Iftlit sr, RW 1 11121 \23 p r A A r T T s/4, 4 D4, GENERAL NOTE5 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUI58, 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18' OF COVER ALL LATERAL PIPING: SHALL BE BURIED TO A MINIMUM DEPTH OF 12' OF COVER 3) ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18' PVC FLEX PIPE CONNECTION. DO NOT USE FLMY PIPE. 4) ADJUST ALL NOMES TO REDUCE WATER WASTE ON HARD SURFACES / BLDG. WA1_LS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. b) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. -1) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRA -VIOLET LIGHT PROTECTED PVC CLAMPS. 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING 'ONE STEP' C WECTORS AND SEALANT WITH WIRE NUTS, S) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION, A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. II) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) ALL RISERS SHALL BE INSTALLED 12' FROM ANY WALL AND A MINIMUM OF I2' FROM ANY SIDEWALK PATIO OR ROAD. 13) THE EXACT HEIGHT OF ANY 12' PCP -UP THAT IS SHOWN IN A S�-IR15 BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. i(p) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OWNER OR AS PART OF ELEC. PLANS AS SPEC. SIDEWALK, CURB SPRINKLER NOZZLE ETC. 6' SEE CHART FINISH GRADE - BODY A$8EP'BLY FLEX PIPE USE USE 1/2' ON SPRAY HEADS 4LIS'NRNOTHH PVC STREET ELL PVC TEE SxSxS OR ELBOW LATERAL LINE LONE I 1/2' 2 3 _ 10 Sac apw 1 1/2' 24 - jJLEVARD y = ARY..-.._ LA ' G EXIST. 6' PE GA S' - 0 E RISER GAS HEAD DETAIL WALL OR STRUCTURE 12' INSTALL RISER 4' ABOVE INSTALLED PLANT MATERIAL 4' PAINT A COLOR CHOSEN BY THE L.A. ----PVC SCH. 40 RISER ULTRA -VIOLET PROTECTIVE PVC CLAMPS _MULCH PVC TEE OR ELBOW 5HRU8 RISER DETAIL 1 ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE WIDER AS PER INSTRICTIONS BY" THE LANDSCAPE ARCHITECT. VALVE BOX FINISH GRADE TITE 6' MIN. EC ORS ._— -- —EXPANSION SURCsE -- CA 5LI? 45 - VALVE b' GRAVEL X TEE TO LATERAL LINE BASE MAINLINE �� PLACE CONTROL `�" ` - WIRES UNDER MAIN 1 ELECTRIC,4L VALVE WIRE AS PER —LOCAL CODE ISINGLE THROW - Iry AMP SWITCH PVC CONDUIT TO START CF ELECTRICAL CONDUIT THE MAINLINE 120V. POWER WIRES l CONTROLLER DETAIL . m_ r O l� M Q Z 0 - l q h T� vI v �o� ti > n o q cv C`•, cv) �N A co co Qq •� � I w co CL t A� a. aco� W Q 0 V q a Z Q o� o � a Q V ♦ v 1: ° U � m B C ' a Q c04 ° � Q t, ,� C O W "' a� QIx 0 c Ix _j w 00 U = 0 LL - 3: C D N 7 00 Cl� V 0 cv ZU. c M O o? cm ♦ r---, c a. fi 0 t a ENGINEER NOT FOR CONSTRUCTION FOR INFORRIATIONAL PURPOSES ONLY NOT VALID WITHOUT SIGNATURE AND SEAL OF DESIGN ENGINEER DESIGN DRAFT CHECK LWS LWS RH PROJECT NO. 98064A DATE APRIL 1999 SCALE 1 " = 30' SHEET C-10 `r'�"'l�4, t ..' `r• • -�-''s �}.' 0 rn N 0 z_ C 0 a, u c1 V) cn w cr 0. x w i v L0 C) Ck r U) 0 it 0 i E m o1 0 L 0- r, a� L 1,) 0 1 Ir + 1ae CARWASH FUTURE AL 3 -- COMMER EXPRES Ilb A -� �01 T L - 220 L3 6 A iG 6h 113 1� 1�1 c 6 041 - 6 21 1O i Sek Li -TNk I72:6 2151�6 4,r LIGHT FIXTURE SCHEDULE o TYPE DESCRIPTION LAMP BALLAST POWER .95A A LUMINAIRE: SINGLE 2.5"" ARM MOUNTED METAL HALIDE, 1-40OW MH CLEAR CWA- lJPF 480V WITH HORIZONTAL LAMP, TYPE 3 DISTRIBUTION, HEAVY GAUGE HORIZONTAL POSITION STARTING DOWN TO 480V ALUMINUM HOUSING AND LENS FRAME. CLEAR TEMPERED 33,000 LUMENS -20 DEGREES F FLAT GLASS LENS WITH GASKETED ASSEMBLY. BRONZE POWDER COAT FINISH. QUALITY #123-25-3-MH-400-FGL-480-DB POLE: 20' ROUND TAPERED STEEL CONSTRUCTION. 4" X 6" HANDHOLE, 18" ABOVE BASE. 100 MPH WIND LOADING WITH 1.3 GUST FACTOR MINIMUM. BRONZE POWDER COAT FINISH. QUALITY #RTS-20-5.9-11-BRZP-DM10 B LUMINAIRE: SINGLE 2.5" ARM MOUNTED METAL HALIDE, 1-40OW MH CLEAR CWA-HPF 480V WITH .95A HORIZONTAL LAMP, TYPE F DISTRIBUTION, HEAVY GAUGE HORIZONTAL POSITION STARTING DOWN TO 480V ALUMINUM HOUSING AND LENS FRAME. CLEAR TEMPERED 33,000 LUMENS -20 DEGREES F FLAT GLASS LENS WITH GASKETED ASSEMBLY. BRONZE POWDER COAT FINISH. QUALITY #123-25-F-MH-400-FGL-480-DB POLE: SAME AS 'A". IwW� �d cle)cq C14 o �e V) a � qq o N N ap CNVRIN CC�m # N CQ co op 0 co 3 tj sl REAR LEFT RIGHT PHOTOM SCALE: 1" = 90'-0" FRONT PHOTOMETRICS DATA SUMMARY HORIZONTAL FOOTCANDELS AREA DESCRIPTION MIN MAX AVE AVE/MIN MAX/MIN 1 MAIN PARKING 0.40 4.23 1.93 4.79 10.52 u 1 f v r••� G 0 C • q .h ► o cd 'O Af 1 qp , O m(if a E E CA � d b w a a co a K� N ENGINE s J _ O • FOR CONSTRUC'"t o" FOR INFORMA'rIONA1, PURPOSES ONL NO'r VALID WITIIOUI' SICNA"AF4*,. AND SEAL OF DFSICN ENGINEER' ~ DESIGN DRAFT CFIECK RBJ TSN RBJ PROJECT NO. 51084 DATE 11/23/99 SCALE 1' - 50'-0" SHEET r_-ir9m =P C>w L A PE; L -6 CID E TL� W zj - CI) C < W -q? —j —j V 15.0,0 a ,-WTawjooz CD 0 �IOC= w > Om r > CL >, 0 u 0 z U.S w > aw� 2 W W Z tL 14 (D ul U, 1 LI, y co 5; -1.' a L. 1k: I- m C-11) W 0 Z z cr 0 C IUJ 1-1 Ld z LL 01 (r z IJA th ui -,�c 7WOW(r j u w , U, a- z 0 - [) Z W z OM C) LJ am Albertson's Express Permit numbers: 00m3560