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HomeMy WebLinkAbout6.3-479 Record DrawingPQII�IA99t R.C.E. NO. 61069 IND 18" STORM DRAIN RGJ-RCP 80*ff oo Vwfed to Ialafbe TAA G CLASS r SEMM cwpwtkv h romp sere h m bock of W& &ZLOT ! f' OR SLURRY ar but rhe outer to' of ole 1.0 w+dQr a wider melt aeaR and h d@As, w'dhh .,..__.. both sidley boffi sMw Bo esk14 wcepted t o*q 1.0' wkter ALL BEARINGS kpvmmtK DOM sAdes both sides Bm*ff ~ed M Z9 rabfina h d i camfac&" orf ff aeras CONTACT: DAVID WEISS Doth $kies both sides PHONE: (314) 238-3800 a zone OWc& Ato 3, ti OF SHEETS 9W rewor wnwxkm SURVEY AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND Ai1F Sw Ab 2 ' moteriat vift ft 9wSee McINTOSH & ASSOCIATES W THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED 2001 WHEELAN COURT rams to cwkrm to sods 1, 2 COVER SHEET � �oL 4, I 4AAKMv fAA/IROM" UGRWW frosts dor 8ecroirg AArtOM t6r f�JanbteIM OAV* a pot R 1�1 MOTE L sods Air Now q Back* mobro W" ble pjoe rare shaft be kce of aMllkmw mate* orad shoe/ bm a Said EatWwt of not Am 210 and sad cwk m to Nae NoWV rmtq pffm e pamil J/4' too & 4 Z -W Ata J0 20- ftV M WN nwow sw be pdacrd h sot d9 a r 1 d one W (1.0' kow) !alas; aimro4a+a ,r am Oak stale of die As aAgnr of W "& Ex* *v &W be MwoW# emp- ardad by meabamAaa+ tlbal,9► nwtarat ht'aedh be ag+a�►+yy�cafor s(�aC�rod ry ap�iagix p►;a to rOroaM%* F ft fo RY40 Am APO and ffl1hV5 Ad be harlot h aoQordoM NO Of ammi ASN Cott 0-2�'1r. a* aaw r and I arntaealON4 mwrarids Oft Nae An coma or be eaasai mw A40* fth on 00 comet ware► Aooa%hq ad Jrftisl aldol not be used Ax bacarfAl comhvedion kr A Aw* pjrr Aha haft and kwr iq and be hand pAoeed to ft **v Abe of Abe p j v and pvpv* cwpa-W For snow maix aria t rotor to m4hfomfeAw �� d hh ie p{oe cobs ,hal be hand #wed and can{vachd h 0& sot to oamgvarbsd to ap tow Prior fo pratanaEv AIM a" • tApti ranksan ft abeet's Ti�ic *pwft See TadAs '$"lkkr *Shut ZoneMmim #919 7.0 - Ott 20' p��.y.�p 85 4W AK1�Rf,�'1 23' per *a of AN am sbd be 13y abort t of Av bd ar Nu outsiair *mWw I ..piv or eamdia7 A TM64 of ba" mdari 6 Ad be it acawobw asst fbe k& Awad it Section 6-101 of Aho Stare 5tarxw Span ang (of ARM 01557, *#W 1* kr trwrah *W # sena► wo it Im ow t.o; baww aid► ?soar *fly a cawfAxt tests wI be flow and ah01 be flfe and Araot'krt L If Aha terra shat be defaprriW by Nie Wy Esgbow.. at taste "be h ar:cardbaae so go fere Isted In Sodic, 0 -JX of ak sra'fs RodW �t (ar ASW M557,1ktbod 'C7 d Casa Aqw atOpc*& saotanirr 00 mat Ow congpaW^ AW 0~ ad groa6haR i8wiW00* &tm Na next kw As prooed 7. Fir paremamt P *ft pun Paved ffm ase hthstdad & ig ST -12 in Nos ds* marW TABLE "A Tho faoawin shca7uApfy for trench widthx R.C.E. NO. 61069 IND 18" STORM DRAIN RGJ-RCP N 1 rWAiEST TAA G CLASS r SEMM DIAIEM90V �r7 OR SLURRY 1.0' or fess 1.0 w+dQr a wider EA both sidley boffi sMw L0' up to Z0' 1.0' wkter ALL BEARINGS SHOWN HEREON ARE BASED ON DOM sAdes both sides 2.a' or mors 15' wider 1 avatar CONTACT: DAVID WEISS Doth $kies both sides J &dg mob nal Om Nte Pjve cone xW be Ow rw Ewarre sr -t v of aMAede iw me" and An" n" or stones a n"I STANDARD �e� to mcm ow r0''km) kjers amt each TRENCH BACKFILL aama s MWVVWI copmw 61v mee>ia" AND COMPACTION ...,. ZUL-Tc , i rg* �7�60,0l`T;we-- r v4: li=t1: .1i=11= �f-lig Ij♦♦♦1'� I:Llhilai.li il.�lal 1� ll.�r�hir RALPH IN CONCRETE SURF i «��•�r •fir •fir •�i ��#� � r •merit a � r� 1 .,......�.�....`. t! t i=11=11=A-t1=1E=-�II� -a1=11=1t=i1=11.=1L= rf •••.••r,rr +me gor40a 1=11=I1"'II-l1,=11' 11== =11-I1=11i1=11 =1 t ► ; e� . I i 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 CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEE 4-7-17 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 18" STORM DRAIN RGJ-RCP LF I THE CITY RIGH -OF -WAY, THE CITY CONSTRUCTION INSPECTION 1. �r7 APPROVED BY: THEODORE D. WRIGHT ASSISTANT PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 33710 EXP. 06-30-18 EA DEVELOPER/OWNER; BASIS OF BEARINGS: BAKERSFIELD SNF PROPCO, LLC ALL BEARINGS SHOWN HEREON ARE BASED ON 1630 DES PERES ROAD, SUITE 310 THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ST. LOUIS, MO 63131 NAD 83 DATUM, ZONE 5, 2004.0 EPOCH, UTILITZING CONTACT: DAVID WEISS CORS STATION BVPP AND WGPP. PHONE: (314) 238-3800 WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS 3, INDEX OF SHEETS ENGINEER: SURVEY AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND SHEET TITLE McINTOSH & ASSOCIATES W THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED 2001 WHEELAN COURT 1, COVER SHEET BAKERSFIELD, CA 93309 4, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE (661) 834-4814 2, HAGEMAN ROAD / BENCH MARK: TOP OF CONCRETE MONUMENT AT THE INTERSCTION OF BASILICATA DRIVE AND EMILIA DRIVE. ELEVATION = 421.59' (PER C.L. MONT. ELEV. MAP FOR TRACT 6013 PHASE 3). DATUM PROVIDED BY CITY OF BAKERSFIELD GENERAL PLAN IMPROVEMENT NOTES: 12. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN 18" STORM DRAIN RGJ-RCP LF 28 THE CITY RIGH -OF -WAY, THE CITY CONSTRUCTION INSPECTION 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND STORM DRAIN MANHOLES DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. THE SECTION 2 SPWCIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CALIFORNIA, EA MAY BE NOTIFIED AT (661) 326-3049. SAWCUT DEPARTMENT OF TRANSPORTATION STANDARDS. 450 RIP RAP CY 4 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 2. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED ON THESE PLANS) SHALL BE INSTALLED TO PLAN APPROVED BY THE ENGINEER. WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS 3, NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE SURVEY AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR UTILITIES OR FACILITIES NOT SHOWN OR FROM INFORMATION DERIVED FROM W THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PUBLIC UTILITIES. PRIOR TO ISSUANCE OF THE PERMIT. 4, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 14. NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR THE WORK IN THE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT PERMIT HAS BEEN OBTAINED. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 15. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY LIABLITY, REAL OR 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 0 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, PERMIT HAS BEEN OBTAINED. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ OR ENGINEER. U SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED 5. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 17. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT 6. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE LIST OF MATERIALS CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 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 FOR ONSITE: UNIT TOTAL 18" STORM DRAIN RGJ-RCP LF 28 24" STORM DRAIN RGJ-RCP EA 234 STORM DRAIN MANHOLES EA 2 OUTLET STRUCTURE EA 1 SAWCUT LF 450 RIP RAP CY 4 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 -0* UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL ' \ �$ U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600. 1040* 10. CONTRACTOR SHALL MATCH EXISTING A.C. PAVEMENT THICKNESS WITH /� • i �•% COMPACTED NATIVE TO 95% RELATIVE DENSITY. 11. CURB & GUTTER AND SIDEWALK REPLACEMENT MUST BE PER C.O.B. STANDARD. '' '�` /'• i i qC77-7, 7 VICINITY MAP NO SCALE Know what's below. 0111 before you dig. KEY MAP SCALE: 1"=60' O DENOTES SHEET NUMBER r S 0,�� S'�/je IP s o - \o Tq�`G �NIN LH % y S3 j ITt: CO C Nt; B MO �S 5332 f , 4 � / \j �� (u / 1 ��t S -- '/j FDCLC NC. MON. I W/ B.. IN L.H. TAG. S I nos�lvftvyo% SING TRANSITIONAL CARE OF BAKERSFIELD BAKERSFIELD SNF PROPCO7 LLC OFFSITE STORM DRAIN AND DRAINAGE BASIN PLAN 5151 KNUDSEN DRIVE BAKERSFIELD, CA COUNTY OF KERN, STATE'OF CALIFORNIA FOR GRADING PERMIT N0. 16-40000045 PLANNED DEVELOPMENT REVIEW NO. 15-0438 WDID NO. 5F15C378026 mW U W 0 U rno ZW oU- U' W >Q wm �o cx W a - N 2 O fN S W N Q � N mi I i II I� 6" 4' I-- 6" #4 DOWELS 0 12" C/C (SEE DETAIL "AA" BELOW) SAWCUT & TIE TO EX. TROUGH; 41 MATCH EX. REBAR 8" MIN. SIZE RIPRAP LO 6 TOP VIEW BB SIDE VIEW B TROUGH DETAIL SCALE: 1" _ 5' LINE TABLE LINE BEARING LENGTH L1 N12*50'11 "W 21.33' L2 N50'4839"E 53.46' L3 N37'49'36"E 56.88' L4 S48'1 4'55"E 28.64' FD. CONC. MONUMENT ® HAGEMAN & BERGAMO HAGEMAN ROAD (COUNTY ROAD NO. 3 STA. 10+00-00 C.L. TO 15+87.73 C.L. SCALE: 1" = 30' HORIZONTAL 1 " = 3' VERTI UAL r r ^ I z m rn Z _ I ONSITE PROJECT BOUNDARY 424.64' \ +417. g N I . pp I I j ASR \ �C 410.46 EX. ' CON C. SPLASH PAD �R �2:1 SLOPE 21 SLOP 09 t � X . 1 q F�, z2 7z a WE AAA DRAIN 13 2, f +" ... `2' . to 24. �` / 14, � E 95 4 � 410.6 7 _�'� - �p�_00 + 409.7 ry I CALIFORNIA WATER 3 339 O'� e6, 8" MIN SIZE RIPRAP]SERVICE I ��X. o l-- �,-ONC. I - CO. 3- 4 4 6 p� EXIST SUMP BOTTOM 409.00 EX. C NC. I C'0 95 0 of civ c + 4os.ss op o �t�IATERLL 517 z ' �i� _ i ' .� O� 409 57 NEW SUMP BOTTOM 408.00 DRAIN GE ±ROUGH I 3.52 L3 N42'1415"E 89.87' m I GRANT DEED RECORDED I x.59 _---- = PLACE D50 = 81N RIP RAP NEW AND EXISTING -- < ' SEPT. 28, 2004 PER DOC. 2:1 PE-:' "` NC. 0204234617, O.R. 2:1 SLOPE OUTL �(�$ �( 410.61 I I ti I p� p N '�" 1 - -, i V1 424.91 � \ 2:1 SLOP NEW B0 0.73 ----- __________ _ o 'OUTLETS TRUCTURE NO. 1 - ___ - STA. 13+50.82, C.L. 106.68LT.-- '\ l / w136g2 '45"E 142.94'54 • 94••4'3' 7 3 ,.'"'.•�'�'�6_. _- -_-_ --_ _ ___--:=_>`"'--_---���e.�''� p•1 N30�9�19 E -------- ----- ----------------- °-_ 25-45 r------- - _ ZURE 17.46 for INV. ELEV. k m : O' U' 0- J 0;!S ZW Q m N' Zi O' w: N' i I STA. 13+54.06, DRAIN- - - N - - 4, \l °' EXIST. �Ump 4 `- . �� 4 END S/W ver GRANT DEED IECORDE 4 N ��, CONs�RUCTIbN: JULY 18 2003 PER DO P, �� i; (E) ELEC VAULT MATCH EX. I NO_2039t0�OR- ' (E) E`' ' . SUMP BOTTOM ±409.00' - -- E CURB & GUTTER 00 x -NEW SUMP BOTTOM 408.00' �1 =� () 12 EX. CURB & GUTTER __-- _ W w w - - -- - VOLUME REQ'D.: 5.77 AC. FT. EXISTING A.C. PAVEMENT _ _ _ _ _ - - - _ - - - _ - EX 12"w I o - - - VOLUME PROVIDED: 5.78 AC. FT. STORM DRAIN M.H. NO. 1 - - --VrS41' W- -_ ----- -- - T66. -06r 421.0TA. 13+65.22, C.L.C33.85LT.= I - STA. 14+28.30, DRAIN 51 51 11 TO BE PUBLICLY I MAINTAINED �._ __ _ N41'46'45'E _ I _ _ _ _ _ _ �- _ - _ _ _ _ +_ - - _ 407.10' - - _ N4146 45 E 85.15 _ N41'46 00` 12+00-_ _ 13+00 -� 1.4_+00..... _ 15+00 FD. CENTER ITNE CONC.-� HAGEMAN ROAD MON. W/B.C. IN LH. ONSITE PROJECT CARTERG40 TAGGED LS 5332 BOUNDARY - -EXIST. SUMP ROADWAY ---------------i . ^ ---------------1 EXIST. 14' DRAIN LINE r r EXIST. CONCRETE -� i DRAINAGE TROUGH `\i' r r r SEE DETAIL "B", r'r ~'-EXIST. SUMP THIS SHEET w r` J EXIST. CONCRETE �' �� DOWEL ROD -SEE SPLASH PAD N 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. i CONTRACT SHALL VERIFY EX. SIZE & CONFIGURATION OF �srp REBAR IN EX. TROUGH & CONSTRUCT NEW TROUGH IN-KIND. 408.00' �SO� NEW SUMP BOTTOM ±8:1 SLOPE ► NEW CONCRETE �� SPLASH PAD % A SECTION "A" SCALE: NONE ADHESIVE INSTALLATION NOTES 1. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH HILI], INC. MANUFACTURES'S 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 1 1 EX. CONCRETE THE REINFORCEMENT IN THE CONCRETE FOUNDATION. -� DRAINAGE TROUGH i I INSTALL #4 DOWEL 0 12' O.C. 18' IN LENGTH, WITH HILTI HIT -RE 500 -SD ADHESIVE (SEE ADHESIVE INSTALLATION NOTES, THIS SHEET) AA DETAIL "AA" SCALE: NONE Know what's below. Cali before you dig. 430 428 426 424 422 420 418 416 414 412 410 '1: 406 404 402 400 12+00 0 I] FUTURE F'AC1.�17Y 1 -- ]JAPROVEiYJN i i i 1 1 I JOINT OF_CONNIzCTI K TO ONSITE STA. 15+25.20; C.L. 6 .601_T.= - STA. 16+16.94, DRAIN ADDITION4 RIGHT-OF-WAY DEDICATION TO CITY OF EX • BAKERSFIEP R�W Y SEPAR TE INSTRUMENT- 10 NSTRUMENT NO PAW PROPOSE / +ti 56 DRIVEWXIST. UTILITY A I N0. 5 TRENCH -----w STORM DRAIN M.H. N0. 2, STA. 15+25.22, C.L. 33.97LL= LO w 6 STA. 15+88.30 DRAIN _A STA. 15 s I i FD. CENTERLINE NC 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 0/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 oU' (E) SURVEY MONUMENT AS DESCRIBED 422 o PROPOSED STORM DRAIN MH E1 SEE EASEMENT LEGEND ® ITEM OF WORK - SEE SCH oQpoF SS1 n /-- PIPE SIZE Mcg 420 8"S- UTILITY S=SEWER W=DOMESTIC WATER o C 333 6-30 ID=DRAIN FW=FIRE WATER " ' 418 IG=GAS EASEMENT LEGEND: �TFOFGA��F� E1 CITY OF BAKERSFIELD STREET 07-0a._N 416 RIGHT-OF-WAY PER DOC. NO. 0214142709 O.R. CONSTRUCTION NOTES: P'jNR'^,eC,)RD DRAWING 414 51 FURNISHED AND INSTALL STORM DRAIN MANHOLE TYPE "B' PIER C.O.B. STANDARD DETAILS SW -4 AND SW -5. 5© INSTALL DISCHARGE STRUCTURE PER C.O.B. STANDARD 412 DETAIL D-10. Q CONTRACTOR TO SAWCUT AND REMOVED EXISTING CURB & GUTTER, 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. Q ADJUST TOP OF STORM DRAIN MANHOLE TO FINISHED GRADE. 408 56 CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STANDARD DETAIL ST -4. ® INSTALL TRAFFIC RATED LID AND ADJUST TO FINISHED GRADE. 406 ® INSTALL ADA ENTRANCE SIGN -SEE GRADING PLAN FOR DFETAILS. 59 MONUMENT SIGN -SEE ARCHITECTURAL PLAN FOR DETAILS. 404 60 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. © NEW SIDEWALK -SEE GRADING PLAN FOR DETAILS. 13+00 14+00 15+00 DRAIN ® 0.12% 400 16+00 }e,m W m 0 U o� � W Y W¢ �m 0 U W a N Z a W Lu ~ Q N N 0