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HomeMy WebLinkAbout2279-3CONSTRUCTION NOTES OCONST. ON-SITE CONC. SIDEWALK AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN SHEETS LCA, LC.2 AND DETAIL 4 ON SHELT LCDA. OCONST. SAND VOLLEYBALL COURT CURB, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 1 SHEET LCD.1. 30 CONST. PICNIC SLAB TABLE, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 2 SHEET LCD.1. 40 CONST. BAR-B-QUE GRILL, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 2A SHEET LCD.1. OCONST. CONCRETE MOW STRIP, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 5 SHEET LCD.1. 0 0 OINSTALL DRINKING FOUNTAIN AS SHOWN ON LANDSCAPE ARCHITECTS PLANS. $0 CONST. FITNESS STATION, AS SHOWN ON LANDSCAPE ARCHITECTS PLANS. 10 INSTALL 6" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. 11 INSTALL 8" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. 12 INSTALL 10" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. 13 INSTALL 12" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. 14 15 CONST. 12" DRAIN BOX PER DETAIL ON SHEET 1. t17CONSTRUCT CO/YST. 24' 0.4A//Y BOX PER QE A/L ON S.yEET / - CLEANOUT PER CITY OF FONTANA STD. 125 & 125A, PVC SDR35.MODIFY COVER TO READ' STORM DRAIN+) 18 PROTECT IN PLACE 19 CONNECT TO CATCH BASIN PER DETAIL 1, SHEET LCDA. 59 INSTALL CHAIN SARKIER-W1111 POSTS PER DETAILS HEREON. CRAIN SRALL SE`/4" GALVANIZED. lop ATTACH A 15" i V PCAIE WITH ZHREE 3"DIA-1ELLaW REFLECI RS ID IRE CHAIN, EACR SIDE. CUSS TYPE K MAKKEC PER CALIKARS SID.) 22 INSTALL 1 1/2" PVC PIPE, SCHEDULE 40, WATER LINE _ 4 0 0 30 EXISTING HANDICAPPED RAMP (PROTECT IN PLACE) SAWCUT \ MATCH EXIST. A.C. 1" THICK 1/2- ROCK AR 4000 SAWCUT EXIST. F THICKNE 'T 1" MIN. I 1 1 /2" THICK 3/4" ROCK AR 4000 6" BASE 1" THICKER THAN EXIST. A.C. PAVING SECTION, BUT NOT LESS THAN 3 1/2- THICK. PAVEMENT REPLACEMENT N.T.S. 5, ', I, 0I, s�B" Z -1,9'0F /YOTE' G4055--SZa,0.0 /4N0//l/G-.J.?,FA -ODES' NOT .,Ct2z 0:21-1��IiY/rB/RECTION Z % N/A z�a,?00liE0 BOF 179115? /UST BE ON 7171E LEVEL S IR-64LE• AT 7X/E TOR OF THE' 1??A/lP I H�l/YOICXR& j7dV , eA/MP OET,4/L NT..S: / le;` 0 0 0 7-1 V RD Po sr / �oo o / 00 00/ w 00 %.00 /N/tip n rn PX Ln DO 1 :Li: -Or / CHAIN BARRIER DETAIL � � w LA NOT -to SCALE n v CD LI' o >t� f: / OOx W 0 • 'n / L4 L. m00 v w U101LA U1/ Ln 1-4 W L -i LA L4 OD Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS - BEFORE YOU DIG 71 OD cc 101/ 6. two -i/V/$# CDAff of Covvey LoS 4A/GELFS C0A/C RErE (2000 PSl MhV C DAI/. SrRE.v67'A') <:L r ' cr �W i 0 Ln ! i Ln fi !o j j / ; i !• O P ! ; /Z i cri- -- y 9 CHAIN BARRIER PO ST DETAIL �,'f / /`it it Nor To Sc4LE f ; :� / ; ; - i / Cn ;/ / Ln / LLn '; �/ N 00 I N x ; / / t % 0 oxo WLn it / n \ O :1 /Ij t6 01 / °`', Ln ho oCn CJS I� Ln 1 N , -- 00 / (7 it 00 H/Gf" /F?ON U, co c" ! __ s, 48.5 4 5 ° �%J//V. OfTA/N<I�s.E' INS t� r , � i •, , •; o o AIIAI, Ln 4h. Ln G ' ! PROP05E0 _ it ; f itUl \ 4 10 ii a ii a — • �� •s r c. .�ECT/O/Y G — G _ 45.22 . /N aoit /I/. T. s 60 �' Ln o i 0.1 w Ln 41 C- Z N 4 �• �N K�3r W / 4h41 41 o N MATCH LI 01) oLn � A U' ss Q. Ln �n 4n CA1 ; A I i 4 `C LEGEND ', * INCLUDED IN SPECIFICATIONS b ` P' _ i ` NAP NOTA PARTCD - - -- w o LPv� �,�', U' I`s� O `, '; FS FINISHED SURFACE Ln \� n _ o ' 6 0 ! FG FINISHED GRADE t \. o N m / �� D it F L FLOW LINE \ R/W RIGHT-OF-WAY ' st9 TC - TOP OF CURB ` �Aj o INV INVERT tr, o - O ti -<. O _U :�: i -o r v, cn m -% G.B. GRADE BREAK o HP HIGH POINT 4 n a o ?? TG TOP OF GRATE I co Z ( TW TOP OF WALL \ SD STORM DRAIN LINE ?g r p'1 p tP N G, Ln Yp P • ` ` eco`' ch rn ! S SANITARY SEWER LINE I a \_y Ul 3r6—it o I W WATER LINE oo 8� �2 EXISTING ELEVATIONS FROM 5-12-93 SURVEY 00 e \ N �Vi I . 11 539.84 EXISTING ELEVATIONS -93 SURVEY9FROM 5-12o NoV°f CONSTRUCTION ELEV./- 41A o Lr� ;i I JJ TRACT /LOT NUMBER60 ' Ln to 3 o CD Pco tiQ� SAN -4 SEVAINE n PARK /`-- / Oi Q 7y APPALOOSA NE SEE SH T n _ SHEET 3 DRIVE �p EEL q?,Q :ESSSHEET 2 GEOTECHNICAL ENGINEER: BENCH MARK GEOLABS - WESTLAKE VILLAGE FWE 43 - R.R. SPIKE IN E.P. BY 742 HAMPSHIRE ROAD, SUITE C PP#1536663E S'LY. SIDE OF WESTLAKE VILLAGE, CA. 91361 BASELINE 220'- +/- E'LY. OF (818) 889-2562 W.O. 7526L4 OF CHERRY AVENUE. ELEVATION = 1313.04 �CURTy M SUMMIT AVENUE No.26229 � �oFESSio ExP• 3/31/94 � RT GRAPHIC GRAPHIC SCALE Af *� c 20 0 ,o so ,o eo gJFOfIV I \FO�C� W No. 26229 - - - - - - CA INDEX MAP.— - -- �• 3,/31/98 * CIV11. �� ( IN FEET) N. T. S. 9rFOF CAL1F��� 1 inch = 20 . ft CITY OF FONTANA, CALIFORNIA o REVISED CONST. NOTE 140. 17 C 3. _ho PUBLIC WORKS DEPARTMENT - 3 _ 460,04T�19A1Y,- OET<t/C_ NOTE s3 __i = 6- 09 ,ii4/SEVOLIEYBALtCUURra,1ClDE51'0.7J ��man, Inc. DRAB BY PRECISE GRADING &UTILITY PLAN SCALE: �� ftoo—AL' s/PYO OFA'-- --__ _ ��� DESIGNED BY FOR HORIZ.: 1"=20' 0C. ADD CHAIN BARRIER DETAILS f�Z9/9b ��J :•c 96 Civil Engineering Planning • Surveying Public Works LJLCI RECORD DRAWING //Z9/9& -,per 13821 Newport Ave., Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 CHECKED BY SAN S EVA I N E PARK DATE: UREPkRLED UNDER THE SUPERVISION OF: JCH _ 8/.13/93 coo - JOB NO. l - n DR.- N0. ISHT. NO. �'- ENGR S. CITY �� 4410 APPROVED N REVISIONS APPROVAL DATE APPROVAL DATE N C. HOGAN R.C.E. 26229 DATE: r CITY ENGINEER R.C.E. 25126 2�7-J 3 OF 3 �� 00 DRAWING N0. SHEET — OF — J.N. 4410 AR.D f O.sT 4 NOTES — �— 4"SCl/.40 GdcV,vv/QED /. SEF PLAA/S fo,Q A/vMs6R of STEfL P/06 AU LED W/rIl C oA/CQE'ri- / 9 AMA'/CARES To BE U SED. � 2- THE EXACT L o c.4 rIsM Of 9,4zve4DES MNY 9f CNF/n/raED 8Y IWE /A/SPEL:TOK, 3 ?HE STEEL PIPE ABOVE GRDu V Sfl,9L [ � f!N/SN GQaDE �� Cn rn SHALL QE FWAI-fED 4 hfwlmUM of: J. TWo COATS Of RFD LEAD oR � 77 _ ,% / ' pop ' ZING CII/ZOMAtF PRIMCk p 6. two -i/V/$# CDAff of Covvey LoS 4A/GELFS C0A/C RErE (2000 PSl MhV C DAI/. SrRE.v67'A') <:L r ' cr �W i 0 Ln ! i Ln fi !o j j / ; i !• O P ! ; /Z i cri- -- y 9 CHAIN BARRIER PO ST DETAIL �,'f / /`it it Nor To Sc4LE f ; :� / ; ; - i / Cn ;/ / Ln / LLn '; �/ N 00 I N x ; / / t % 0 oxo WLn it / n \ O :1 /Ij t6 01 / °`', Ln ho oCn CJS I� Ln 1 N , -- 00 / (7 it 00 H/Gf" /F?ON U, co c" ! __ s, 48.5 4 5 ° �%J//V. OfTA/N<I�s.E' INS t� r , � i •, , •; o o AIIAI, Ln 4h. Ln G ' ! PROP05E0 _ it ; f itUl \ 4 10 ii a ii a — • �� •s r c. .�ECT/O/Y G — G _ 45.22 . /N aoit /I/. T. s 60 �' Ln o i 0.1 w Ln 41 C- Z N 4 �• �N K�3r W / 4h41 41 o N MATCH LI 01) oLn � A U' ss Q. Ln �n 4n CA1 ; A I i 4 `C LEGEND ', * INCLUDED IN SPECIFICATIONS b ` P' _ i ` NAP NOTA PARTCD - - -- w o LPv� �,�', U' I`s� O `, '; FS FINISHED SURFACE Ln \� n _ o ' 6 0 ! FG FINISHED GRADE t \. o N m / �� D it F L FLOW LINE \ R/W RIGHT-OF-WAY ' st9 TC - TOP OF CURB ` �Aj o INV INVERT tr, o - O ti -<. O _U :�: i -o r v, cn m -% G.B. GRADE BREAK o HP HIGH POINT 4 n a o ?? TG TOP OF GRATE I co Z ( TW TOP OF WALL \ SD STORM DRAIN LINE ?g r p'1 p tP N G, Ln Yp P • ` ` eco`' ch rn ! S SANITARY SEWER LINE I a \_y Ul 3r6—it o I W WATER LINE oo 8� �2 EXISTING ELEVATIONS FROM 5-12-93 SURVEY 00 e \ N �Vi I . 11 539.84 EXISTING ELEVATIONS -93 SURVEY9FROM 5-12o NoV°f CONSTRUCTION ELEV./- 41A o Lr� ;i I JJ TRACT /LOT NUMBER60 ' Ln to 3 o CD Pco tiQ� SAN -4 SEVAINE n PARK /`-- / Oi Q 7y APPALOOSA NE SEE SH T n _ SHEET 3 DRIVE �p EEL q?,Q :ESSSHEET 2 GEOTECHNICAL ENGINEER: BENCH MARK GEOLABS - WESTLAKE VILLAGE FWE 43 - R.R. SPIKE IN E.P. BY 742 HAMPSHIRE ROAD, SUITE C PP#1536663E S'LY. SIDE OF WESTLAKE VILLAGE, CA. 91361 BASELINE 220'- +/- E'LY. OF (818) 889-2562 W.O. 7526L4 OF CHERRY AVENUE. ELEVATION = 1313.04 �CURTy M SUMMIT AVENUE No.26229 � �oFESSio ExP• 3/31/94 � RT GRAPHIC GRAPHIC SCALE Af *� c 20 0 ,o so ,o eo gJFOfIV I \FO�C� W No. 26229 - - - - - - CA INDEX MAP.— - -- �• 3,/31/98 * CIV11. �� ( IN FEET) N. T. S. 9rFOF CAL1F��� 1 inch = 20 . ft CITY OF FONTANA, CALIFORNIA o REVISED CONST. NOTE 140. 17 C 3. _ho PUBLIC WORKS DEPARTMENT - 3 _ 460,04T�19A1Y,- OET<t/C_ NOTE s3 __i = 6- 09 ,ii4/SEVOLIEYBALtCUURra,1ClDE51'0.7J ��man, Inc. DRAB BY PRECISE GRADING &UTILITY PLAN SCALE: �� ftoo—AL' s/PYO OFA'-- --__ _ ��� DESIGNED BY FOR HORIZ.: 1"=20' 0C. ADD CHAIN BARRIER DETAILS f�Z9/9b ��J :•c 96 Civil Engineering Planning • Surveying Public Works LJLCI RECORD DRAWING //Z9/9& -,per 13821 Newport Ave., Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 CHECKED BY SAN S EVA I N E PARK DATE: UREPkRLED UNDER THE SUPERVISION OF: JCH _ 8/.13/93 coo - JOB NO. l - n DR.- N0. ISHT. NO. �'- ENGR S. CITY �� 4410 APPROVED N REVISIONS APPROVAL DATE APPROVAL DATE N C. HOGAN R.C.E. 26229 DATE: r CITY ENGINEER R.C.E. 25126 2�7-J 3 OF 3 �� 00 DRAWING N0. SHEET — OF — J.N. 4410