Laserfiche WebLink
0 <br />CL <br />Q <br />2 <br />C1C <br />Q <br />LE6EN:D <br />EXISTING GRAPE <br />26 PROPOSED GRADE <br />STORM DRAIN PIPE <br />296 DIRECTION AND PERCENT OF GRADE <br />PT SPOT ELEVATION <br />24.65 <br />PT SPOT ELEVATION POINT <br />(E) EXISTING GRADE AT LOCATION <br />TOG TOP OF CURB <br />BG BOTTOM OF CURB <br />GL CENTERLINE <br />EXCESS SPOIL AREA, <br />INCREASE BERM <br />t AREA EP EDGE of PAVEMENT <br />t <br />INV INVERT <br />1i D I DROP INLET <br />EP <br />20.76 <br />q <br />TOG <br />21.42 <br />(E) 24.88 <br />EDGE OF BERM <br />4t <br />-- EXTEND DRA I NAGE PIPE <br />THROUGH BERM AS <br />NECESSARY <br />i /-PT <br />�OEM ftft <br />21.00 _ <br />\ TOG <br />21.66 CL- <br />- - - - �_(E) 20.0 <br />1 4+p p ------- <br />C <br />GL <br />(E) 21.16 <br />(E) 20,Cf i <br />_ EP <br />1 <br />..,,OEM __ _ GL L IVC. <br />� (E} 21.34 22.06 <br />t •. <br />20 0 20 40 60 <br />it; Feet <br />S�.eeF, ti't <br />ft.0-ir,w <br />EDGE OF BERM <br />Ka� <br />EXCESS SPOIL AREA, <br />INCREASE BERM <br />AREA <br />BLEND EPGE5 OF <br />BERM INTO EXIST 1 NG <br />GRADES, TVP. <br />HP HIGH POINT <br />EP <br />21.2'1 <br />E) 2o.6q <br />START CURB GUTS AT STA 12+06 <br />PLACE 1' GAP I N CURB EVERY 20 r FROM <br />♦ \ (E) 21.3 HERE To STA. o+qa <br />\ TO \ <br />CGRA::)ING N07F.5 <br />BASIS OF GRADING:. CRAP I NG PLANS ARE 5A5ED ON <br />70F06RAPH I C SURVEY PREPARED BY K5N ENG 1 NEE I N6. <br />TEMPORARY CONTROL POINTS WERE ESTABLISHED AS FOLLOWS: <br />N 2,1534,315.84, E 6,344,6Q6.62, ELEV. 23.47 <br />N 2,150,422.cicl E 6,344,405.33, ELEV. Iq.35 <br />ALL 0OORDINA7E5 ARE BA5ED ON NORTH AMERICAN DATUM OF <br />1X55 (NAD 53) CONVERTED 70 CALIFORNIA COORP I NATE 5Y57EM <br />ZONE B. <br />BACKFILL: EXCAVATED MATERIAL NOT SUITABLE FOR <br />BACKF I LL I N6 SHALL BE REMOVED AND LEGALLY D 1 SPOSED OF <br />OFF-SITE. <br />CONTOURS: CONTOURS AND SPOT ELEVA710N5 SHOWN ON THE <br />DRAW NG5 ARE FOR TOP OF PAVEMENT, OR OTHER F I N15HEP <br />SURFACE (AS APPROPRIATE). ALL TRA I L5 5HALL BE GRADED <br />ACCORDING TO THE CONTOURS SHOWN ON THE DRAW I NGS AND <br />ACCORDING TO THE SPECIFICATIONS. <br />CONFORM TO EXISTING GRADES: THE CONTRACTOR SHALL <br />CONFORM TO EXISTING 6RADE5 AND CONDITIONS WHEREEVER <br />POSSIBLE. ANY ADJACENT OR OFFSITE AREAS DISTURBED BY <br />THE CONTRACTOR'S OFERA71ON5 MUST BE RESTORED BY THE <br />CONTRACTOR TO THE PRED 15TURBANCE GOND 1 TI ON T4 THE <br />SATISFACTION OF THE G 1 TY'5 PROJECT MANAGER. <br />POSITIVE DRA I NAGE : THE CONTRACTOR SHALL BE RESPONSIBLE <br />FOR PROV I P I NG POSITIVE PRA I NAGE IN ALL PLANTING AREAS <br />AND AT I ND I V I DUAL PLANT 1 NG SITES. PROVIDE POSITIVE <br />DRAINAGE THROUGHOUT ALL PAVING AREAS. FLOOD PAVED <br />AREAS UPON COMPLETION AND RECONSTRUCT ANY LOW SPOTS <br />A5 P I REGTED BY LANDSCAPE ARCHITECT. THE CONTRACTOR <br />SHALL SE REBPON51 BLE FOR RECEIVING APPROVAL FROM THE <br />CIT100'5 PROJECT MANAGER FOR ALL METHODS TO BE USED TO <br />CORRECT DRAINAGE PROBLEMS BEFORE IMPLEMENTATION. <br />PAVING TRANSITIONS: FOR PAVING OPERA71 ONS THE <br />CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS T4 <br />EXISTING PAVING OR 5URFAC I NG AND ADJACENT GRADES. <br />EXISTING I NFRA5TRUGTURE, I NCLUP I NG UTILITY BOXES, CLEANOUTS, <br />AND DRAIN GRATES, SHALL BE ADJUSTED ACCORDING TO <br />INDUSTRY STANDARDS TO ACCOMMODATE PAVING OPERATIONS <br />PRESCRIBED ON THE 17RAW I NG5 AND IN THE SPEC I F I CATI ON5. <br />BALANGEP CUT AND FILL: THE INTENT OF THE PLANS 15 THAT <br />THE SITE BALANCES: NO NET IMPORT OR EXPORT OF FILL. TO <br />ALLOW THE CONTRACTOR 74 BALANCE MATERIAL ON SITE A <br />PORTION OF THE SITE IS NOT RESTRICTED TO THE EXACT <br />GRADES A5 SHOAN ON THE PLANS. THIS AREA IS SHOWN ON THE <br />GRADING PLAN. CONTRACTOR 15 RESPONSIBLE TO ACHIEVE THE <br />FORMS (BERMS AND SWALES) AS SHOWN AND TO PROVIDE <br />POSITIVE PRA I NAGE THROUGHOUT. <br />\ xO <br />�� ♦ PT <br />EP <br />\) 21.52 PT PT <br />cn <br />(E) 20.68 (E) 20.45 <br />Ep <br />�\ GL TOG 21.24 PT - ��_�����------- W <br />\. () 21.57 2I.5� <br />...... E{) 24.87 EPuj <br />:20 . al,:� <br />1x00 GL TOG _ - 21.22 (E} 2! .05 - .21.11 - - - - <br />Lu <br />q4 . <br />- TOG TOG TOG Z <br />- CLQ-- --- 21.85 R U G G L 21.'T6 } 21.65 <br />21.6 ! <br />- - �o+o GL FRONT GE ROAD <br />•. (E) 21.45 <br />--- _ (E) 21.30 <br />I � C <br />REVISION/iSSHE <br />BY <br />V <br />oe <br />u <br />CL <br />wl <br />r <br />µ,j N <br />z�C) �. <br />Q�u <br />J <br />d � <br />n _ -+ <br />o <br />� <br />Z <br />_j p <br />Q <br />J G V <br />N nC <br />mr <br />C7 <br />z <br />W <br />DRAWN BY <br />Q <br />DATE <br />4/7/2010 <br />Q <br />AS SHOWN <br />JOBNAME <br />0900132 <br />SHEET <br />5 <br />of 6 <br />CLOO <br />C)W <br />M <br />r <br />'-' <br />cr140 <br />CL <br />u <br />Z <br />w z <br />-j 0 <br />� <br />0CL <br />u <br />z <br />Q <br />t~n <br />(if o <br />u <br />6 <br />a <br />N <br />cy <br />u <br />LLJ0 <br />CL <br />Z) <br />C]CLu <br />0W <br />LANDSCAPE ARCHITECT DE RECORD <br />oDSCgpF-- , <br />g R n,vs '`1rpcy�\ <br />v` `IK �1 <br />s, <br />71311�DIo <br />sn� Uarn �� <br />qTF 0fi CAL1F�� <br />�c <br />V <br />oe <br />u <br />CL <br />wl <br />r <br />µ,j N <br />z�C) �. <br />Q�u <br />J <br />d � <br />n _ -+ <br />o <br />� <br />_j p <br />J G V <br />N nC <br />mr <br />C7 <br />W <br />DRAWN BY <br />MM13 <br />DATE <br />4/7/2010 <br />SCALE <br />AS SHOWN <br />JOBNAME <br />0900132 <br />SHEET <br />5 <br />of 6 <br />