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HomeMy WebLinkAbout2769-5N SCALE: 1 "=20' 0 10 20 40 60 GRAPHIC SCALE I IW Z) z W EXTEND DRY SEWER 100'NOR FORTH PROPOSED STREETRE EXTENSION F.H. X671 \I f .- • '{��( F _ _ __ _ _ _ __ _ 6LINES-�- �...... - ..._.._... �.........._ ..._...._._ - _.. � � ,_.... __,. _... - _.._ ..._. _._.. _ � .� - ..... ---- - _._.-...... - ...... , 6LINE5_..-........ � - .-.._......... - _... _..._ _._. - _..., ..._... _........_ _ _ � � � -GUY:.._N_� MAILBOXESka TO BE ,--EX. DIRT ROAD- - \ \ \ N BERM 40 fn '`PROPOSED DIRT ROAD 7 J EXISTING N LY TO JOIN EXISTING DIRT ROAD TO HOUSE R/W STREET "A" N89'S1 57" E / / 325.0_L I � � .cn V. FUTURE 8" CURB EX. DIRT / / - �n ✓ j 25.78 FUTURE T.C. AND 18 GUTTER W ��-rte_ o // ? '''�- . I 25.11 FUTURE F.L. i AT S=0.0050 ROAD �-- % W z yr �- �'"' 24.60 FUTURE T.C. / �3�6 j '` I / vW� Z O1Ri R W v 23.93 FUTURE F.L. l �, } 1. 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EXISTING PACIFIC BELL TELEPHONE P.A. 46 �6, o N 1Nv" 57 II !! I ARERHEAD TO BE REPLACED WITHS y 0-0 o 0 6' 6' UNDERGROUND FACILITIES 43 21.501NV. � � � �%j.L, cv °' !) I AT THE COST OF THE CITY 4 SD P.O.C.IV-T-4"SD 0 0 ! 17.551NV. 4"S S.C.O. "S 6"S I I NEW FIRE STATION 514 s P.O.C. 45 4 N I 6,259 SO. FT. I II\ ! cn 1423.50F.F. 1422.67 PAD i 11 (' -� i z I 49 I ! II , ! ¢ P.A. ! o r II I!o ¢ ! zcc 42 c3 I 4 ! C)_ z r P.A. l ory Lu F v y P.A. r R 01'.CiSED S'}R IM RVEt ENT II I W J 59 R 9 I 41 2' P OSE 0'; EX. STR T I k 1 o O cNi N I STIR. DE 1 ATION S I i P. W C) - GM 47 18.820.1 INV. I I! I l I G 18.851NV. \ , ! ! G , m �~ 1CTV 3 -- --- ---- 1 SLC --L I'f�'#53 30E 3c M 00 00 / �Z 23.00TOG P.A.u D 19.1 INV. Z ( i k! LI / I 20.501NV. 19.1 INV. P.A. 3 \ LJ FN it / 3"W 42 jF 3" b �44 `Lp10� 40 SLIDING I � I i !! I( j � I ��. �9j� � GATE aj 41 � � I t I! iI � 1 II BLDG. J ,�o ?�'!✓� _ �r'o •� � 0 4' 8 ( !! 1 21.80F.F. tiL' d ' O f 10"SD ��`� , " g' �� ��� 60 60 10 SD cps° yGp�C� %LL'tp o ! 1 II !) G.R.H. CHECKED M.S.L. DATE AUG. 1999 SCALE 1 "=20' JOB N0. 98177 - _ 41416�� P.A. 40 2..8"SD P.A. 80W EMERGENCY P.M. 2 IRR. P.A. 6"F +� 6"W 279. 0' GENERATOR T E F.D.C. L- ! (I r -to I j " > v 50 22j00' /f 0.0(' \\ \\ 50 W L) 3wz ABOVE GRADE \ c14 cn / \ FUEL STORAGE TANK \ / \ BASELINE CO I ( If }} 1 r I I J 4 }z W I iRo I �§< I �j-�to W om f N �W . I � ZOJ z 05Z ! O QV _N �-_p IW YQ .W U tr aiR a o� I I k AVENUE NOTE: REFER TO OFFSITE PUBLIC IMPROVEMENT PLANS FOR NEW PUBLIC STREET AND UTILITY IMPROVEMENTS TO BE CONSTRUCTED AS PART OF THIS NEW FIRE STATION PROJECT. CONSTRUCTION NOTES 40 INSTALL 4" DIAMETER SDR 35 P.V.G. STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH FOR PIPE PER DETAIL "C" SHOWN ON SHEET C1. 41 INSTALL 8" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH FOR PIPE PER DETAIL "C" SHOWN ON SHEET C1. 4@ INSTALL 6" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C1. 43 CONNECT STORM DRAIN PIPE TO ROOF DRAIN FROM BUILDING. 44 INSTALL STORM DRAIN CLEANOUT ASSEMBLY PER DETAIL "F" SHOWN ON SHEET C1. 45 INSTALL 4" DIAMETER P.V.C. SANITARY SEWER PIPE AND FITTINGS. CONSTRUCT TRENCH FOR PIPE PER DETAIL "C" SHOWN ON SHEET c1. 46 INSTALL SANITARY SEWER CLEANOUT ASSEMBLY PER DETAIL "G" SHOWN ON SHEET C1. 47 INSTALL 2.5" DIAMETER SDR 21 P.V.C. WATER PIPE AND FITTINGS, CONSTRUCT TRENCH FOR PIPE PER DETAIL "C" SHOWN ON SHEET C1. 48 CONNECT SITE SEWER PIPE TO PLUMBING SEWER PIPE JUST DOWNSTREAM OF THE SAND AND OIL SEPARATOR AS SHOWN ON THE ARCHITECTURAL PLUMBING PLANS. CONFIRM LOCATION AND ELEVATION PRIOR TO INSTALLING SITE SEWER PIPE. 49 INSTALL 6" DIAMETER P.V.C. WATER FIRE LINE (A.W.W.A. C-900 CLASS 150) AND DUCTILE IRON FITTINGS WITH THRUST BLOCKS PER DETAIL "H" SHOWN ON SHEET C1 TO WITHIN 5 FEET OF THE BUILDING PER LOCAL FIRE DEPARTMENT STANDARDS. CONSTRUCT TRENCH FOR PIPE PER DETAIL "C" SHOWN ON SHEET C1. MINIMUM PIPE COVER SHALL BE 30" IN NON -TRAFFIC AREAS AND 36" IN TRAFFIC AREAS PER N.F.P.A. 24 SECTION 8.1. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING/CONFIRMING THE SIZE OF THE FIRE LINE. 50 INSTALL POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER LOCAL FIRE DISTRICT STANDARDS. BELOW GROUND 6" DIA. DETECTOR CHECK AND METER TO BE INSTALLED BY THE WATER COMPANY. POINT OF CONNECTION TO BE AT THE 6" DIA. BLIND FLANGE ON THE PRIVATE SIDE of THE DETECTOR CHECK ASSEMBLY. INSTALL TAMPER FLOW SWITCH TO POST INDICATOR VALVE AND CONNECT WITH FIRE ALARM PANEL IN BUILDING PER N.F.P.A. 13 AND N.F.P.A. 24 STANDARDS AND SPECIFICATIONS AND THE REQUIREMENTS OF THE LOCAL FIRE MARSHAL. FINAL LOCATION AND ALL INSTALLATION DETAILS TO BE PREPARED AND SUBMITTED BY THE FIRE SPRINKLER SUBCONTRACTOR TO WLC ARCHITECTS INC. AFTER APPROVAL BY THE LOCAL FIRE MARSHAL. ALL WORK TO BE DONE PER N.F.P.A. 13 AND N.F.P.A. 24 STANDARDS AND SPECIFICATIONS AND THE REQUIREMENTS OF THE LOCAL FIRE MARSHAL. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING/DETERMINING THE SIZE OF THE FIRE SERVICE ASSEMBLY AND THE LOCATION OF ALL REQUIRED PIPING AND RELATED FACILITIES PRIOR TO INSTALLATION. 51 CONNECT SITE SEWER PIPE TO BUILDING SEWER AT A POINT 5 FEET FROM THE BUILDING. CONFIRM LOCATION AND ELEVATION PRIOR TO INSTALLING SITE SEWER PIPE. 5© CONNECT SITE WATER PIPE TO BUILDING WATER AT A POINT 5 FEET FROM THE BUILDING. CONFIRM LOCATION AND ELEVATION PRIOR TO INSTALLING SITE WATER PIPE. 53 CONNECT SITE FIRE LINE PIPE TO BUILDING FIRE LINE AT A POINT 5 FEET FROM THE BUILDING. CONFIRM LOCATION AND ELEVATION PRIOR TO INSTALLING SITE FIRE LINE. 54 CONNECT SITE AUTOMATIC SPRINKLER PIPE TO BUILDING AUTOMATIC SPRINKLER PIPE AT A POINT 5 FEET FROM THE BUILDING. CONFIRM LOCATION AND ELEVATION PRIOR TO INSTALLING SITE AUTOMATIC SPRINKLER PIPE. 55 INSTALL 3" DIAMETER DUCTILE IRON AUTOMATIC SPRINKLER PIPE AND FITTINGS WITH THRUST BLOCKS PER DETAIL "H" SHOWN ON SHEET C1 TO WITHIN 5 FEET OF THE BUILDING PER LOCAL FIRE DEPARTMENT STANDARDS. CONSTRUCT TRENCH FOR PIPE PER DETAIL "C" SHOWN ON SHEET C1. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING/CONFIRMING THE SIZE OF THIS LINE. 56 INSTALL A 2" DIAMETER REDUCED PRESSURE BACKFLOW DEVICE FOR THE IRRIGATION SERVICE AND A 2" DIAMETER PRESSURE REDUCING VALVE FOR THE DOMESTIC SERVICE TO BE APPROVED BY THE WATER COMPANY. 57 CONNECT WITH NEW 6" DIAMETER OFFSITE SEWER LATERAL STUB INSTALLED WITH OFFSITE IMPROVEMENTS. POTHOLE LOCATION AND ELEVATION OF PIPE PRIOR TO INSTALLING NEW ONSITE SEWER FACILITIES FOR POSSIBLE REDESIGN. 58 INSTALL 3"x2.5" ANGLE FIRE PLUG VALVE WITH CAP AND CHAIN MODEL NO. J-344 MANUFACTURED BY JAMES JONES COMPANY OR EQUIVALENT ON A 3" DIAMETER DUCTILE IRON RISER PIPE. ALL WORK TO BE INSTALLED PER LOCAL FIRE DEPARTMENT STANDARDS. 59 INSTALL 3" DIAMETER P.V.C. WATER FIRE LINE (A.W.W.A. C-900 CLASS 150) AND DUCTILE IRON FITTINGS WITH THRUST BLOCKS PER DETAIL "H" SHOWN ON SHEET C1. CONSTRUCT TRENCH FOR PIPE PER DETAIL "C" SHOWN ON SHEET C1. MINIMUM PIPE COVER SHALL BE 30" IN NON -TRAFFIC AREAS AND 36" IN TRAFFIC AREAS PER N.F.P.A. 24 SECTION 8.1. fi0 INSTALL 10" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C1. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING, NOTE: CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, 1-800-227-2600, 48 HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING UTILITY LOCATION. ILI[ FA. Tr] nchlijt e c tom: Virginia Dare Tower 10470 foothill Bivd. Rancho Cucamon9a California 91730-3754 tel: 909 987 0909 fax: 909 980 9980 OON WO 0 U MSL ENGINEERINGINC CIVIL ENGINEERS AND LAND SU,RVEYO! SPECIALIZING IN SITE DEVELOPMENT 402 W. ARROW HWY. STE. 4 SAN DIMAS, CA. 91773 (909) 305-2395 FAX (909) 305-2397 a f DARK C- 1 AUn11RF11X (RTF vA-;R,)I FYP. nx-m _n1 n APPROVED �o QROF ESS/0 W No. 38382 m Exp. 03-31-01 p�q CIV 11. TF CF CAO 'PROVED APPROVED IA, LARRY_WOLFF y C-9784 _Q s kkkl%31/00 111►ttiva�.�.t"`�`. 11 ■-_ c PRECISE SITE UTILITY PLAN DRAWN G.R.H. CHECKED M.S.L. DATE AUG. 1999 SCALE 1 "=20' JOB N0. 98177 0 K C4W 0 CL JN98028-9828 C4utl