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6.2-627
IEGEND JS APN ASSESSORS PARCEL NUMBER BFV BACK FLOW VALVE CWS CALIFORNIA WATER SERVICE DEMO DEMOLISH DI DRAIN INLET EC ELECTRIC CABINET EPB ELECTRIC PULL BOX EXIST. EXISTING FL FLOW LINE FS FINISH SURFACE NG NATURAL GROUND R%W RIGHT OF WAY SM. SIMILAR TC TOP OF CURB TOE TOE OF SLOPE TOP TOP OF STRUCTURE TOS TOP OF SLOPE CENTER UNE CONCRETE PAVEMENT U FIRE HYDRANT t� H FOUND MONUMENT 1``• GATE HOSE BIBB Site IRRIGATION CONTROL VALVE PROPERTY LINE SEWER MANHOLE SEWER CLEAN OUT �"- SIGN TREE WATER VALVE WM WATER METER GAS UNE PAINTED G(P) E(P) ELECTRIC LINE PAINTED OH E OVERHEAD ELECTRIC SS(P) SANITARY SEWER LINE PAINTED SS(R) SANITARY SEWER LINE PER RECORD SD(P) SANITARY SEWER LINE PAINTED SD(R) SANITARY SEWER UNE PER RECORD —X x x -- - CHAIN LINK FENCE PROPERTY LINE INTERN LOT LINES -- -- RIGHT-OF-WAY ®— -�- — — — --- — EASEMENT LINE ---- - -- -- SETBACK UNE S1EVV[EFZ 1;3LAN A ' 1 1 1 ozO EVE t'iT'KEE JI BAKERSFIELD CA. Basis Bearings THE STATE PLANE COORDINATE CALIFORNIA Bench Mark THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM1", ELEVATION = 362.94 FEET (N AVD 88). Vicinity tTl af, ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERBAKERSFIELD ORDINANCES,>i.•DCRITERIA INCLUDE ALL IMPROVEMENTREQUIREMENTS OF •' OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONSD ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 1. � � - • Ir', w r t*1--3 n�w� jw t4b I tu -11-1 APPROVE BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTORT R.C.E. NO. 61069 10 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR /0 45007 REVIEWED B: TRAFFIC ENGINEER DATE ENGINEERING DEPARTMENT REVISIONS: FA4C0r�.woo14 AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com JS BELLE TERRACE 0-4 JtJ 0-3 r WILSON RD, V (7q - 7q-Ina• cn H U t� H WHITE IN Site 99 PACHECO RD Vicinity tTl af, ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERBAKERSFIELD ORDINANCES,>i.•DCRITERIA INCLUDE ALL IMPROVEMENTREQUIREMENTS OF •' OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONSD ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 1. � � - • Ir', w r t*1--3 n�w� jw t4b I tu -11-1 APPROVE BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTORT R.C.E. NO. 61069 10 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR /0 45007 REVIEWED B: TRAFFIC ENGINEER DATE ENGINEERING DEPARTMENT REVISIONS: FA4C0r�.woo14 AECOM Water 5001 E. 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I � � , 11 .1 1�11'F I :�`_, " - 1, ; - EXISTING CHAIN LINK FENCE TOP OF It RETAINING CURB MATCH EXISTING FINISH GRADE I I EXISTING GRAVELYARD URFACE K I � - "ff',f * ,'.;." `>,.;,�� I . ... - .�f� �..:.,��,,�i.�-.:;..-�,.,..,f",,.,* , _ A V " ., il I 11. I ...;, , . ,1 , ; r:0 —,�,,`�` --,� ,M'l ',�-`.,:? '?' � " .,. , , I VAPOR BARRIER EXISTING WATER MAIN -,— T'...., 6 $$ SDR 35 PVC DRAIN - . j,_�,,-�,','.._�..__,___. �, -, -�._ , .,.___.___._. _____,_._._.__ - V . .. ... _..,�,- � ........nn: _____,_____,_ \�LY, S=(--)0.010 INV OUT .1,6" DRAIN INV EL=364.23 EL DROP =363.73 A __ 81'PVC DRAIN PROFILE SCALE: HORIZ. 1" = 10'-0" 6" DRAIN INV VERT. 1 0$ = 5'-0" EL =358.35— APPROXIMATE FINISH GRADE AT PROPOSED DRIVEWAY /-EXISTING CONCRETE CURB, GUTTER AND SIDEWALK I It- , I., STA 1+54.33 CONSTRUCT NEW 48 DROP MANHOLE IN EXISTING 10 -INCH SEWER PER COB STD 11 DETAIL SW -2 WITH DROP INLET PER COB STD DETAIL SW -3 TOP EL=369.4± \-EXISTING AC PAVEMENT (PACHECO ROAD) NQTE: 1. MAINTAIN 1'-0" CLEARANCE BETWEEN EXISTING WATER LINE AND NEW " PVC DRAIN LINE. 2. VERIFY LOCATION AND ELEVATION OF EXISTING SEWER PRIOR TO CONSTRUCTION EXISTING 10" SEWER INV EL =357.98 - - - "��'1_1_1 I---- .... I -1_-__-_--_-_.1_-_--__,.__. -elh* - TO P. L. _I.. -.---.-,---" SAWCUT AND REMOVE EXISTING PAVEMENT, PATCH PAVE PER COB STD. ST -1 1 CONSTRUCT NEW 44,T" DROP MANHOLE IN EXISTING SEWER PER COB STD DETAIL SW -2 WITH DROP INLET PER COB � ---..-,..-, STD --..-,-,.-,-. DETAIL _ SW -3 RW -11"..",..",""..,--..11-1.�ll,",-"""-I ------- _ - I� , � I � , I I � I I i � : : I GRAPHIC SCALE 10 0 5 10 1 FEET I �;70�ESS/r) ? -A � /G,� /I � , 1_� (I C/) � -0 -) / (-�' tl, No. �', 0 71 F� cy-1 * I 1T c , \ OF C -A NOTE: ALL WORK WITHIN THE COB RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH ADOPTED HE PROVISIONS OF COB STREET AND/OR ENCROACHMENT PERMITS. I I --------,----,--- -] � FLUIDIZING WATER DISCHARGE � I r I I I i I i 11 ; 0 . I TOTAL VOLUME I ; i i � -,---------- I I : ONE TO TWO li i i I I I o t� � DAYS PER i 1 30,000 Gol i I : I � YEAR � 11 I ENGINEERING I I , . I i I REVISIONS: I I — DAM RM. � DXTRHffl=N[:j mw I PUT SEW El SYS= ScHmm 0 STAMON TIC 171 I PLAT SHEET NO.: SCALE: 1 99 = 109-099 i DRAWN BY: VENE DESIGNED BY: � CHECKED BY: DATE: - -_ - - - APPROVED BY: DATE: � ,am Idulk m " , AECOM Water 1 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com 1-3 0-4 0-i E� •• DISTRICT: BAKERSFIEL) PROJECT ID.: I I I � DRAWING NO.: SHT 2 OF 2 00 40 I & In 11 I I & as a � I b I I I 6 40 DISTRICT: BAKERSFIEL) PROJECT ID.: I I I � DRAWING NO.: SHT 2 OF 2