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Home My WebLink About6.3-4791 N W n > V 0 -24" STORM DRAIN (RQJ7RQP]I! l� 1 STORMDRAIN A w '� �. � w•1 j i 4Ct.5 6 OUTLET STRUCTURE� 1 �� J r r= W X J IY' .X QNYR K A .e X tf.`, .: ,. .n € t AOW Cajm6 12, TA" each A* x 4m XE,`"r/;f [ &rf z'� ♦�.*yyF rr [ f "a1 m_?' '1 :. 9'. Yt. mom ? ,.d s. .t: ,»e F k d t, d'fP X' s 6f ww* Av r X.`. r t.'X. ' "ram ,, r h +. + r< X r h< , .r.,+ f ,/;r, r e r ;> atr s v R 040r, w Xft t � � a? x X "; .X f. "v 1. f / # .I / d = :r f f > 0** n` t r t+ y. fi* *Am ! /, a A P. +" w.," a, ra`r r,r t .71 Wm F r ' to, wpim r,t by M 11Y1 i111j}}M WIlIE f1�li MI[((Im11 �IMIIM i,`t # t u* G IrV.RI fFiMnfi. rM,lll IY�. i.M _ ( r. _,. a/+1 XX1Yk� iW MW4., rwr{. rwrr� ". 'r xr,( e . " amx fi'x n.r,f�� x.f',R:t t' � �) �FW�' wox,a A-tn UNK 7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 8. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE ITEM ' N W n > V 0 -24" STORM DRAIN (RQJ7RQP]I! l� 1 STORMDRAIN A w '� �. � w•1 j i 4Ct.5 6 OUTLET STRUCTURE� 1 �� J r W w � ww !w * , • w r ri � i' is ♦ � a � ! ! • t M � i '�, � , ww,w � *� i CJ a � � ! w • �• i . •fir w�+ r w � w �w � V Q .Z W 1' t NMI, 02 (/)_ W UNK 7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 8. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE ITEM ' N W n > V 0 -24" STORM DRAIN (RQJ7RQP]I! STORMDRAIN A 4Ct.5 6 OUTLET STRUCTURE� 1 �� J I i I / o o f t 1 SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE ® \® THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDER- GROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY ,® HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800--227-2600. 10. CONTRACTOR SHALL MATCH EXISTING A.C. PAVEMENT THICKNESS WITH r 4 COMPACTED NATIVE TO 95% RELATIVE DENSITY. 11. CURB & GUTTER AND SIDEWALK REPLACEMENT MUST BE PER C.O.B. STANDARD. VICINITY MAP • below. Cal I before you dig, THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER DIRECTION N TO OF KNOWLEDGEAND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND ALL ♦ REQUIREMENTS OF THE ADVISORY ♦ r ♦ r REVIEW BOARD. r aERRORS, OMISSIONS, OR VIOLATIONS OF THOSEORDINANCES, a i s RD i ESIGN CRITERIA II ii DURING CONSTRUCTION SHALL BE CORRECTED AND CORRECTIONS REFLECTED ON i"" i. PLANS SUBMITTED i ; ff 4-7-17APPROVED ■ ROGER iMcINTOSH R.C.E. APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 % DATE ILI APPROVED BY: THEODORE D. WRIGHT ASSISTANT PUBLIC WORKS DIRECTOR DATE R.C.E. N0. 33710 EXP. 06-30-18 BAKERSFIELD SNF PROPCO, LLC 1630 DES PERES ROAD, SUITE 310 CONTACT: LOUIS, ! A DAVID P 238-3800 ENGINEER . t f *t< Atiti#UIAILti 2001 WHEELAN COURT BAKERSFIELD, CA 93309 • 834-4814 BENCH MARK: ;' OF ' AT THE INTERSCTION OF BASILICATA DRIVE r ,. ELEVATION = 421.59' .. MONT. ELEV. ,. FOR TRACT 6013 PHASE 3). DATUM PROVIDED BY CITY OF BAKERSFIELD S co C ®rb `- /y � � •®gyp, ® ". � e sb S O % % N 411 iw �} ° 00 . o A doo ®o w4 �oP Ili, SCALE.- 1 "=60' C}ENOTES SHEET NUMBER 5151 KNUDS RI BAKERSFIELD, CA COUNTY OF KERN, STATE'OF CALIFORNIA FOR GRADING PERMIT NO. 16��A4rrW1000045 PLANNED DEVELOPMENT REVIEW.. NO. 15�0438 6.3-479 m } N W n > V 0 m } GQ 4Ct.5 6 r W CJ V Q .Z W o t (/)_ W > X LiJ m O 1�- C.i W a_ V) a V) 5 W n W <N `� N a TOP VIEW &22L±E_W &B TROUGH DETAIL SCALE: 1" - 5" — ------------ LINE TABLE TAGGED LS 5332 N50*48$39"E N37*4936"E 430 S481 4'55"E FD. CONC. MONUMENT 0 HAGEMAN & BERGAMO H A G E M A N R 0 Almmmpw (COUNTY ROAD NO, 3264) STA. 10+00-00 Cl. TO 15+87.73 C.L SCALE: 1 $$ = 30 1 HORIZONTAL "E 142. -94 * =0_4�515r. N36'28#45 "�Ilmmm .54 (344S 7y tA3091 5.55 4", 27 4a000000000W, sig 66.6S 10 ADDITION,"' RIGHT—OF—WAY END S/WDEDICATI6 A TO CITY OF I 'CONSYRUC11*1 i EX. MATCH EX. BAK /W N.1411`46'45*E . ...... . .. 12+00- —EXIST. SUMP ROADWAY \,EXIST. 14* DRAIN LINE EXIST. CONCRETE DRAINAGE TROUGH SEE DETAIL 9113", EXIST. SUMP THIS SHEET LLJ z EXIST. CONCRETE SPLASH PADQ `�� DOWEL ROD—SEE cn DETAIL "AA* BELOW ±409' SAWCUT AND REMOVE EX. CONCRETE SPLASH PAD, EXTEND EX. SUMP BOTTOM CONCRETE DRAINAGE TROUGH AND RECONSTRUCT SPLASH PAD AT NEW SUMP BOTTOM. CONTRACT SHALL VERIFY EX. SIZE & CONFIGURATION OF REBAR IN EX. TROUGH & CONSTRUCT NEW TROUGH IN—KIND. 408.00 NEW SUMP BOTTOM ±8:1 SLOPE it NEW CONCRETE SPLASH PAD 0,00/ SEC71ON "A" SCALE: NONE AQHFLIYE INSIALLADOIN NQIE5 1. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH HILTI, INC. MANUFACTURESS WRITTEN RECOMMENDATIONS. 2. CLEAN HOLES WITH WIRE BOTTLE BRUSH AND DRY NEW EXTENSION CONCRETE JOINT COMPRESSED AIR. OF CONCRETE DRAINAGE TROUGH 3. CONTRACTOR SHALL AVOID CUTTING OR DRILLING THROUGH ry CONCRETE THE REINFORCEMENT IN THE CONCRETE FOUNDATION. _�( __CONCRETE TROUGH INSTALL #4 DOWEL 0 12" O.C. 18* IN LENGTH, WITH HILTI HIT—RE 500—SD ADHESIVE (SEE ADHESIVE INSTALLATION NOTES, THIS SHEET) rA'A"`� DETAIL "AA to SCALE: NONE Know what's below. Call before you dig. M&I • will a M* ml, atom MIT01 Em ..... ..... 407.10 N41 4ST-6 ... . . . ....... .... HAGEMAN MON. W/B.C. IN L.H. TAGGED LS 5332 (A FRIAJ.) #NSfTE PROJECT BOUNDARY ii W----- -- PROPOS DRIVEE STA. 15+25.22, C.L. 33.97LT.= STA. 15+88.30 DRAIN 1'46'45-E 95.48' B.C. STA. 15+87.73, C.L. DRAIN 0 0.12% FUTURE FAC] ITY ]JAPROVEM'ElT EXIST. UTILITY TRENCH LO U') I 23'48n MON. W/B.C. IN L.H. TAGGED LS 5332 430 LEGEND AND ABBREVIATIONS, (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE 428 BW BACK OF SIDEWALK O/X OVER—EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK 426 CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT L.S. LANDSCAPING AREA M.H. MANHOLE FC FINISH CONCRETE INV. INVERT 424 SD STORM DRAIN R/W RIGHT—OF—WAY M.H. MANHOLE @ (E) SURVEY MONUMENT AS DESCRIBED d. 0 PROPOSED STORM DRAIN MH 422 • El SEE EASEMENT LEGEND ITEM OF WORK — SEE SCHEDULE 420PIPE SIZE z 8"S— UTILITY S=SEWER W=DOMESTIC WATER D=DRAIN FW=FIRE WATER 418 G=GAS EASEMENT LEGEND: El CITY OF BAKERSFIELD STREET 416 RIGHT—OF—WAY PER DOC. NO. V) 0214142709 0. R. CONSTRUCTION ROT 414 51 FURNISHED AND INSTALL STORM DRAIN MANHOLE TYPE "B* PER C.O.B. STANDARD DETAILS SW -4 AND SW -5. > INSTALL DISCHARGE STRUCTURE PER C.O.B. STANDARD 412 DETAIL D-10. CONTRACTOR TO SAWCUT AND REMOVED EXISTING CURB & GUTTER, Wm SIDEWALK AND A.C. PAVEMENT AS REQUIRED AND REPLACED SAME OR AS INSTRUCTED BY CITY ENGINEER. 410 CONTRACTOR TO PROTECT IN PLACE EXISTING LANDSCAPING AND TREES ALONG THE EXISTING SUMP. ADJUST TOP OF STORM DRAIN MANHOLE TO FINISHED GRADE. 408 CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STANDARD DETAIL ST -4. �5p INSTALL TRAFFIC RATED LID AND ADJUST TO FINISHED GRADE. 406 g INSTALL ADA ENTRANCE SIGN—SEE GRADING PLAN FOR DFETAILS. �g MONUMENT SIGN—SEE ARCHITECTURAL PLAN FOR DETAILS. 404 ADA TRUNCATED DOME—SEE CALTRANS STANDARD A88A. 61 ADDITIONAL RIGHT—OF—WAY DEDICATION TO C.O.B. BY SEPARATE INSTRUMENT. 402 NEW STREET LIGHT—SEE GRADING PLAN FOR DETAILS. Uj NEW SIDEWALK—SEE GRADING PLAN FOR DETAILS. Ann 16+00 6.3-479 cim=m >_ � =E d. • z uj 2 V) Uj > Wm Uj 0- cn un d. •