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I <br />SEE SHEET 15 <br />O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />1O <br />N89'31'57"E <br />1008.05 <br />0 <br />15'14'34" <br />400' <br />106.41' <br />53.52' <br />30 <br />36'35'19" <br />425' <br />271.40 <br />140.51 <br />GREYSTONE COURT <br />13' CONSTRUCTION NOTES <br />O1 STA 14+18.58 <br />! CONSTRUCT TYPE 1 CATCH BASIN <br />17 GRATE=37.13 ; FL=31.00 <br />' 1 18 & CONNECT TO DMH W/50 LF X 12" DRAIN <br />22 21 2 3 ® S=0.020 ; FL ® DMH=30.00 <br />' F ^ 2 _ ._. _. O STA 15+07.02 <br />CONSTUCT TYPE 1 CATCH BASIN <br />' <\3j GRATE=37.13 ; FL=31.27 <br />1 2 1 + 2 & CONNECT TO DMH W/52 LF X 12" DRAIN <br />p' If W 17+00 / 0 S=0.020 ; FL 0 DMH=30.23 <br />6k "" SD '. <br />t� STA 14+61.58 <br />+ CONSTRUCT TYPE 1 CATCH BASIN <br />04 <br />ir GRATE=37.00 ; FL=31.00 <br />W 0 0 W 12+00 O o 13+00 14+00 p +00 O &CONNECT TO DMH W/10 LF X 12" DRAIN <br />w J0 y n <br />® S=0.100 FL ® DMH=30.00 <br />Lo <br />Vol <br />i 3 <br />1 i 40 , <br />I ; GRATE ELEVATION SHOWN IS GUTTER <br />FLOWLINE AND DOES NOT INCLUDE <br />36 37 38 39 1" DEPRESSION. <br />' STA: 14+61.58 6'R <br />CONSTRUCT DMH #10 STA: 18+63.73 6'R <br />FL=28.73 30" THRU) CONSTRUCT DMH 10.5 NOTES: <br />FL=30.23 �12" NW & NE) FL=28.41 <br />BLACK OAK DRIVE 1. WHERE WATER UNE CROSSES <br />STA 14+61.58 DRAINLINE, WATER LINE SHALL <br />BE OF CLASS 200 PIPE OR <br />GREYSTONE COURTA ('�u OAK DRIVE EQUIVALENT. <br />BLACK STA 1+00.00 <br />2. STORM DRAIN PIPE SHALL BE <br />CLASS III RCP REINFORCED <br />CONCRETE PIPE OR AS NOTED. <br />3. CIPCP - CAST -IN-PLACE <br />CONCRETE PIPE. <br />PROPOSED <br />CL GRADEMco <br />n M <br />i I <br />i <br />PROPOSED] p N <br />FLOWLINE M06 <br />I � i <br />I ! <br />J- EXISTING CL40 <br />.� - <br />PROPOSED CL 81 LF X PVC WATER -0.25% <br />ii <br />} <br />C4 042% <br />. <br />I <br />r. <br />W <br />w Z LAJ <br />J PROPOSED FL 20 LF 20 LF 30" MIN Z <br />w = CLASS 200 PVC "J <br />w <br />CLASS 200 PVC <br />Q V <br />U <br />300 LF X PVC WATER � <br />i <br />I <br />I30 <br />t <br />t PLACE 362 LF X 30" CIPCP +SD ®5=0.008 PLACE 402 LF X 30" CIPCP SD ® S=0.0008 <br />30 <br />PLACE 50 LF X 12" RCP SD ®S=0 w PLACE 52 LF X 12" RCP SD S=0.020 <br />30" SD Z ! u� <br />FL=29.02 r�� ���� �0 <br />PLACE 36 LF X 30" CIPCP SD S=0.0008 <br />"mow �z co <br />X30 °jo�b1�I <br />Ni F �" ' po <br />1n.. o (o v <br />.tUl9� worry cox <br />-w M Fm0 •-H00 <br />j Q0�] F�-ZO 04 V) 1 FON <br />_ 20 <br />Z--__ _ _ _.-. ___. . _....._._.__. _..-. _.. -. ___ ___._. --_ _ __- _ _.. __-__ _ ._- ____-.___-.. _._._.. .-___ _.... _ _.. _.. _ _. _ _.. .__.-. _.. <br />i <br />J J i I <br />I i <br />i <br />c� I I <br />i <br />�2 ODm 0 i I i � co p I_ O c0 <br />N 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB �pFESS/0 IMPROVEMENT PLANS FOR DATE: <br />CELLA BARB <br />DRAWN BY: RAE/RDF/RHK ASSOCIATES �R� BLACK OAK ESTATES SCALE: 13 <br />z z HORIZONTAL: 1"=40 OF <br />DESIGN BY; SRS NO. C 047099 VERTICAL: 1"=4' <br />ENGINEERING • PVNNW . LANDSCAPE ARCHITECTURE . WATER RESOURCES . SURVEYING C( EXP. 12/31/99 BLACK OAK DRIVE STA 11+00 TO 19+00 <br />*sT �P 28 <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 CADFILE: B2.DWG <br />q?F���1 cm\_ COUNTY OF SAN JOA(�UIN CALIFORNIA JOB N0: 530084.01 <br />3o PHONE (916) 565-7446 FAX (916) 565-7452 1°� <br />PRINTED: THUR 10/28/1999 14:21:07 <br />