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1.2-6921 Rev
1 r4 GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE M TH THE REQUIREMENTS AND SPECI FICA TIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWNG CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THE PLANS; ST -1, ST -3, ST-4, ST -9, ST -10, ST-11, ST -12, ST -13, ST -14, ST -15, ST -16, ST -19, T -1, D -11, D- 12, D- 13, D- 14, D- 16, D- 17, D- 18, SWW- I, SW- 3,S'- 4,SW- 5,SW- -6,S1- 9 AND SW -12. 3. PAVING FOR RESIDENT, LOCAL AND COLLECTOR STREETS SHALL BE TYPE "B" ASPHALT CONCRETE OVER (CAB) AND /OR (CM6) AGGREGATE BASE. 4, MANHOLE AND COVER SHALL BE SET 114" BELOW PAVEMENT GRADE, 5. INSTALL TYPE "B" CURB AND GUTTER UNLESS OTHERWSE NOTED. 6, UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER %CONTRACTOR_ THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, 8. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. (661 - 326 -3049) 9. YARNING /REGULA TORY SIGNS SIGN PANELS SHALL BE MOUNTED ON POSTS IAA TH HA 1KINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALL PER STD, T -19 SHALL BE LOCATED W THIN SIDEWALK 6" FROM BACK, 10, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE FORK PERFORMED WIC THIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT, 11, SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LA TERAL 12, INSTALL ADDITIONAL 13 112 PULL BOX FOR STREET LIGHTS AT PG&E SERVICE POINT. ALL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. LEGAL DESCRIPTION: BEING A DIVISION OF LOT 18 OF TRACT 3825, RECORDED MAY 31, 1977 IN BOOK 27 OF MAPS AT PAGE 57 IN THE OFFICE OF THE KERN COUNTY RECORDER, TOGETHER W1 TH ALL OF LOT 31 IN SECTION 23, TOWNSHIP 29 SOUTH, RANGE 26 EAST, M. D. M,, IN THE UNINCORP ORA TED AREA, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE THE "SALES MAP OF LANDS OF J.B. HAGGIN," FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 17, 1890. EXCEP TING THEREFROM: THAT PORTION OF SAID LOT 31 AS DEEDED TO THE STATE OF CALIFORNIA, FOR HIGHWAY PURPOSES, DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT; THENCE (1) ALONG THE SOUTH LINE OF SAID LOT, NORTH 89`57'12" WWEST, 371.86 FEET; THENCE (2) AT RIGHT ANGLES, NORTH 00'02'48" EAST, 2.00 FEET; THENCE (3) FROM A TANGENT WHICH BEARS SOUTH 89'5 7'12" EAST, EASTERLY ALONG A CURVE CONCAVE NORTHERLY WW1 TH A RADIUS OF 7,480 FEET, THROUGH A CENTRAL ANGLE OF 02`50'59'; AN ARC LENGTH OF 372.03 FEET TO THE LAST LINE OF SAID LOT; THENCE (4) ALONG SAID EAST LINE, SOUTH 00` 06'40" WEST, 11.25 FEET TO THE POINT OF BEGINNING. SUMMARY OF IMPROVEMENTS: ITEM Q A TI TY SEWER 8 SEWER MAIN (PVC) 2, 612 L. F. 4 SEWER LA TERALS (PVC) L. F, TYPE 'A SEWER MANHOLE iQ -4 EA, 24 RCP 18 RCP TYPE 'A' A TCH BASIN TYPE A STORM DRAIN MANHOLE BASIN OUTLET STRUCTURE CDS UNIT PER DETAILS ON SHEET 9 11735 L. F. 396 L. F. 3 -4 EA 114- EA. 1 EA. 1 EA. TRACT NO. 6921 Alk I I I 1 1 T—I APN 464 - 032 -21 �; 3 I 1 I v1 j I {" °` ► j 4 <r5•v { . i { { r I { siit - -- ----------- 24 S0 _ – -� 4f� _ (�$''S0�- _ tS'5fl or OL 5 ul Sim MW ...��ti vg's K a" EjI A cos r" - SHE 5 6 { ' .. w•id: ism' ' £'.SXtA`:tC�YAtwc ...�..�' �S.l�.�il:' .<..ia\iEC�'b.e2:i ::v'2wtisX�GlB k. � �YG ,._ `�i.J.sG2 :�t1ka�" c �;� \ � � � r 17 ti 13 14 19 12 11 10 \ I / x I i Id !9 2�0 21 22 23 24 I k / TRACT 2 ....;.e-_ r j 1 s (( , 1 T , 1 1 ` EDENDAi.E COURT &3ii¢"al�;� 1 wzllaa i",s'"3 a ftwok uc$ :,a'`w�.::.:,.- a : :malv:':�: amue$'.`, i�L'enl� %.... SWET 2 ; M ' 27 1 T2716 ! 1 TRAC 1 , 1 1 I , 1 1 1 , � 1 —_r ROMD&E 140MY KEY MAP SCALE : t' =200 8 "S -- PROPOSED SEAR (18"S) -- - -- - EXISTING SEWER ._ _.,.. - 24 "SD ...._.... _ - PROPOSED 24" RCP STORM DRAIN ._.. _ 18 "SD - .-- - - PROPOSED 18" RCP STORM DRAIN - _ (18PJSD) - - - - - EXISTING STORM DRAIN S - EXISTING SE1 R MANHOLE 1,37 - PROPOSED SEWER MANHOLE .031 - FIRE HYDRANT PER VAUGHN WATER CO. H - GATE VALVE PER VAUGHN WATER CO. .031 - TEE 1.74 - 90• ELBOW 45' ELBOW `�' � ----_- -- DIREC T7ON OF DRAINAGE m 33322 p _ 6-30-14 ll VF CA RO CIE A. 14{�1�'Tl •- X CoEs, 33W2 (&Ps 6/30/14) _.. _o 'A LEGEND (CONT). UO - EXISTING SEDER CLEANOU T - PROPOSED SEWWR CLEANOUT - BLOW OFF /AIR RELEASE - BLOCK AND PLUG I - STUB AND CAP `Tl� - EXISTING POR POLE -- -(281)- - - EXISTING CONTOUR FF - FINISH FLT ELEVATION FP - FINISH PAD ELEVA 11ON G. B - GRADE BREAK HGL -- HYDRAULIC GRADE LINE C, 0. B. - Cl TY OF BAKERSFIELD @ -- EXISTING STORM DRAIN MANHOLE S4 - PROPOSED STORM DRAIN MANHOLE VICINITY MAP NTS LEGEND (CONY) IF SITE G.V. — GATE VALVE IN V. - PIPE INVERT RIM -- TOP OF MANHOLE ELEVATION (ADJUST ALL MANHOLE RIMS TO AC PA WNG) PVC - POL YWN YL CHLORIDE SSMH - SANITARY SEWER MANHOLE SDMH - STORM DRAIN MANHOLE # - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY H. P - HIGH POIN T CL - CENTER LINE 2 +00,00E DIRECTION OF STA T7ON LABEL 35161 - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PS 2 +00, 00E - STATION ALONG LENGTH OF PIPE SHEET INDEX. SHEET DESCRIPTION 1 COVER SHEET & NOTES 29 EDENDALE COURT SEWER PLAN & PROFILE it SABLEWOOD DRIVE SEWER PLAN & PROFILE 4 R SABLEWOOD DRIVE STORM DRAIN PLAN &PROFILE 5 R MIRA SOL DRIVE SEWER PLAN �t PROFILE (WEST END) 6 R MIRA SOL DRIVE STORM DRAIN PLAN & PROFILE (WEST END) 7 R MIRA SOL DRIVE SEWER PLAN &PROFILE (EAST END) 89 MIRA SOL DRIVE STORM DRAIN PLAN &PROFILE (EAST END) L 9 DETAILS & NOTES /,� 4.1 SMLEWOaD PRIV9 STORM DRAW PLM At PROFILE MArgIA-4, i0- R4 , i 3 .C.E• 32179 (EXFf 12/31/14) DR'�E Q APPROVED BY: DATA � PUBLIC WORKS DIRECTOR, RAUL M. ROJAS DATE R.C.E. 39880 (EXP. 12- 31 -09) SEWER PIPE ,.Q,.(CFS) DEP TH(IN.) VEL. (FPS) .0063 0.53" 0.63 .083 1.84" 1,37 .031 4.04" 1.74 .031 4.04" 1.74 .322 4.15" 1.76 .341 4.30" 1.78 .341 4.30" 1.78 .341 4.30" 1.78 00'0�10 BASIS OF BEAR)NG: BENCH .MARK tJSED: TNT aF1l�G OF N 69'23�1�" W SNOv� W THE $RUTH TOP OF C(�CM� M�tM�N'f tt��JJ LN�Pt4ULE. AT�E uWE oF 'tt� SovT►�6�f Qum OF S�Cf kaN 23, Catft-W OF 9104 ROlU MV 'tom SOi Y T 29 S., R 216 E ON RECORD DF SUf�EY, AZED IN PROPW7Y LSE OF ALDEWL"S. $106K 25 f�' [TV OF SURD �' PM�E�E 2,¢ WMS Use � � Br+S+s � *s s�ro+�► ��rat� _ �.�s' (FW C.0.13. WC&Ai* M) CONS TRU C l7 ON CON TRA C TOR AGREES THAT IN ACCORDANCE W TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION UNAUTHORIZED GRANGES & USES: THE ENGINEER PREPARING THESE PLANS CONTRACTOR WALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS , OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL W RKING HOURS, AND CONSTRUCTION CON TRAC TOR FURTHER AGREES TO DEFEND, WRITING AND MUST BE APPROVED. BY THE PREPARER OF THESE PLANS. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL ALLEGED, IN C CT1ON ' TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE BEARING OF O 19"19* WEST FOR THEE + ' THE SOUTHEAST QUARTER OF T2 , ALSO BEING THE CENTERLINE OF ALLEN ROAD 6 7) WAS USED AS THE BASIS OF BEARING SHOW )S MAP AS SHOWS L MAP NO. 4123 AS RECORD 18 Off' PARCEL MAPS A T PAGE 166 DEB'S Off` KERN COUNTY, CALIFORNIA, t REVIEWED BY I ASSISTANT PUBLIC WORKS DIRECTOR ENGINEER'S STATEMENT: Zhf DATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICA 71 IS COMPLY W'TH PTY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF 71IE ADVISORY AGENCY (R OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, QgpfESS W -ail Q � Not v � C- 051930 * Exp. 6/30/08 H MARK: DERRILL G. ill TTEN, A. R.C.E. C-051 FOUND CHISEL " " ON TOP OF CURB A °SOU MRLY END OF THE SOU TH IS T CURB OF ROAD AND ROSEDALE HIGHWAY INTERSEC71ON RVEYOR'S FIELD BOOK 1170 A T PAGE 140 ION= 365,58' ( NA VD 1988 DATUM) U. S. G. S, . w NO wvJ ENCH MARK,.SET 101? Of f.w "v0EN'f 0i L #OI,..E trr 1E CE.iM� )MM6C'fW OF �OE}��ULH S'"tCW ! KISSY Cdmlt; p�irltt1olf :� 3-59-26' DA TE m t i uj �c C5 z o Lo ..... 0 c M M CID t� V I z k z E 13 ui w 10 z W C-D z to 0 CJ E=4 � 00 0 .. 0 PO trl 03 L0 �..... to 0..4 � . tD J < 0 Z 0 -- I :2 : '* C) Q. < � N 0 ctf w w W CK � •r- > � w 0 0 Emm4 W ._.. 00 y 0 < �'- M :z V) 0*4 0 cr) C� Q.. O:z - � W � W C1) L --_ 0 U) CJ DESIGNER: JEM CHECKED BY: DGW DATE: 1/28/08 DRAFTER JEM SCALE; ill = 30i CHIP, NO: 1 440100_SSSD -1 JOB N0.. 1440100 SHEET OF 9 LEGEND s D os 0 SKY w ,a — PROPOSED SEWER — EXISTING SEWER — PROPOSED RCP STORM DRAIN — EXISTING STORM DRAIN — EXISTING SEWER MANHOLE — PROPOSED SEWER MANHOLE — EXISTING STORM DRAIN MANHOLE — PROPOSED STORM DRAIN MANHOLE — FIRE HYDRANT PER VAUGHN WATER CO. — GATE VALVE PER VA UGHN WATER CO. — TEE — 90* ELBOW — 45 ° ELBOW — DIRECTION OF DRAINAGE SABLEWOOD DRIVE SEE SHEET 3R & 4R LEGEND (CONT) O — EXISTING SEWER CLEANOUT 0 — PROPOSED SEWER CLEANOUT M —BLOW OFF /AIR RELEASE � —BLOCK AND PLUG J —STUB AND CAP `0b — EXISTING POWER POLE -- (2s1)— — EXISTING CONTOUR FF — FINISH FLOOR ELEVATION FP — FINISH PAD ELEVATION G.B —GRADE BREAK HGL — HYDRAULIC GRADE LINE C.O.B. — CITY OF BAKERSFIELD OO — EXISTING STORM DRAIN MANHOLE 0 — PROPOSED STORM DRAIN MANHOLE LEGEND (CONT) G — GATE VALVE IN V. — PIPE IN VER T RIM — TOP OF MANHOLE ELEVATION (ADJUST ALL MANHOLE RIMS TO AC PAVING) PVC — POLYVINYL CHLORIDE SSMH — SANITARY SEWER MANHOLE SDMH — STORM DRAIN MANHOLE ± — APPROXIMATE LENGTHS, CON TRA C TOR SHALL VERIFY H. P — HIGH POINT CL — CEN TER LINE 2 +00.ODE — DIRECTION OF S TA TION LABEL 35'L. — DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. — DISTANCE RIGHT OF CENTERLINE OF ROAD PS 2 +00.00E STATION ALONG LENGTH OF PIPE CONSTRUCTION NOTES O INSTALL TYPE "A" STORM DRAIN /SEWER MANHOLE PER C.O.B. STD. NQ. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. N0. SW -6 2Q CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. D. N0. D -14 (NOTE: DEPRESS ALL FLOWLINES 0.171, AS SHOWN ON PLANS) Q3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. N0. SW-1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. N0. SW -7 O4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NQ. D -11 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. N0. D -12 O INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG N0. 1 ON SHEET 9 O7 CAP 6" SEWER LINE 4' BEHIND ROW 8� CAP STORM DRAIN FOR FUTURE USE [EDELNDALE COURT Plan and Profile Scale: 1" = 30' Horz. 1 " = Y Vert. i t 1 I I I I I I i I )I I i i I ( I 1 I I i i M S L -_ ,f - �; 71, .356 ----------- ---------- -------------- --- ------ - .� 1 JG fTGR 1.Jfv 3 n 9+93.00iE - 240 S tORN A _ _._. _ _ 240 WV. 349.97N 350 10 +00 11+00 12 +00 13 +00 14 +00 .ED ENDALE COURT SEWER PROFILE 15 +00 16 +00 GRAPHIC SCALE 30 0 30 ( IN FEET ) HORIZONTAL 1 inch= 30 ft. VERTICAL i inch = 3 ft. LEGEND. CL MBREMATIONS CENTERLINE RCS' REINFORCED CONCRETE PIPE RGJ RUBBER GAWTED JOINT IN V INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN. JB JUNCTION 13OX SMH SEVIER MANHOLE SCO SEINER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST DaMG ELEV ELEVATION R/W RIGHT OF WAY ,M. 363' 22 T.0 TOP OF MANHOLE/ W OF CLEANOUT ELEVATION CONSTRUCT SEVER PER -CITY STANDARDS CONSTRUCT SEINER MANHOLE TYPE me PER C.O.B. STD. SW-4. CONSTRUCT SEVIER CLEANOUT O PER C.O.B. STD. SW -6. ---- - - o L- - - CONSTRUCT STOW DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. CONSTRUCT CATCH BASIN TYPE me PER C.O.B. STD. D -14. ROGER A R.C.E. 33322 (EXP. 6/30/14) /'q., Z,4(.l 3 DA IL VARIAN P. SHAW DATE R.C.E. 32178 (EXP. 12/31/14) 1 0 M M < d' 0 Z i w 0 �W oLJ,� N c:: W y rn� W M N M •,� C4 dc _a m a 2 w Ir Y � W � U �c m M M M Lj rn ..� W O (�- Z W �c m M M 0 W H F"' g) a W W I 2 � Ca CC W r 45 0 ul 9 0) 2 O U t C) © U z > w C, z CL-L� Q� F- (n M l F-0 Q w W a- CL VC �Pr) W F- Q cm Ln �- v- cc a a. v- 04 a� m C; J � Z Lu D Q J UJ > ix � 1 L.L. r Z .j C0 INNEW v N � 4c `t F— D 0 J C6 0 W H F"' g) a W W I 2 � Ca CC r 45 0 ul 9 0) O t LEGEND s D 0 xy N 1"' PROPOSED SEINER EXISTING SEDER PROPOSED RCP STORM DRAIN EXISTING STORM DRAIN EXISTING SEWER MANHOLE PROPOSED SEWER MANHOLE EXISTING STORM DRAIN MANHOLE PROPOSED STORM DRAIN MANHOLE FIRE HYDRANT PER VA UGHN WATER CO. GATE VALVE PER VAUGHN WATER CO. TEE 90° ELBOW 45* ELBOW DIRECTION OF DRAINAGE LEGEND (CONT) LEGEND (CONT) D - EXISTING SEWER CLEANOUT G. V. -GATE VALVE W M I IN V, -PIPE INVERT o� rL z X 0- �, /038 - PROPOSED SEWER CLEANOUT RIM -TOP OF MANHOLE ELEVATION V) (ADJUST ALL MANHOLE RIMS TO AC PAVING) 63 -BLOW OFFfAlR RELEASE J LV U PVC - POLYVINYL CHLORIDE � -BLOCK AND PLUG SSA9H - SANITARY SEWER MANHOLE o � -STUB AND CAP SDMH -STORM DRAIN MANHOLE cTh - EXISTING POWER POLE f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY - (281) --- - EXISTING CONTOUR H.P -HIGH POINT FF - FINISH FLOOR ELEVATION CL - CENTER LINE FP - FINISH PAD ELEVATION 2 +00.00E - DIRECTION OF STATION LABEL G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD HGL - HYDRAULIC GRADE LINE 351R. - DISTANCE RIGHT OF CENTERLINE OF READ C.O.B. -CITY OF BAKERSFtELQ PS 2t00.00E - STATION ALONG LENGTH OF PIPE Q - EXISTING STORM DRAIN MANHOLE 0 - PROPOSED STORM DRAIN MANHOLE Q CONSTRUCTION NOTES. O INSTALL TYPE "A" STORM DRAIN /SEWER MANHOLE PER C.O.B. STD. N0. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. N0. SW -6 �2 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. N0. D -14 (NOTE: DEPRESS ALL FLOYYLtNES 0.17', AS SHOWN ON PLANS) 3� INSTALL SEINER LATERAL MARKER PER C.O.B. STD. N0. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. N0. SW -7 �4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. N0. Q -11 5O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. N0. D -12 6� INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG N0. 1 ON SHEET 9 �7 CAP fi" SEWER LINE 4' BEHIND ROW CAP STORM DRAIN FOR FUTURE USE REVISIONS APPROVED: DATE7 R.C.E. 33322 (EXP. 6/30/14) M ARIAN P. S AW DATE R.C.E. 32178 (EXP. 12/31/14) FAI GRAPHIC SCALE { IN Fagr ) �aa�zo�rrar. i ineb = ao rw VERTICAL 1 inch = 3 ft. 0 FUTURE RI GHT OF m -j FUTURE RIGHT OF _, Cl WA �� Y WAY Zvi �- ��.-�• - r�.• r.. a�.•• I• �i• 1• ���► a.. �• ���+ ��- �` ��- �Il�����. a..s �- ��r_ �r+-S �11�- �•- �r�r��- r:• �r. ���bYr����1� •..��.r�.���Y���r•�r�•�Irr�aa wr �r��- i�r�����r�. ���. 0► ��.- �r� .�.AraaP1�����l�a�r���a����a.r �rr•sr.M���ge��r•rgs�s -� - r r � v +mss- rrl�••rrsr- �a�-•r ��ira�aa��-a��rr -tea � -a �ara�r�ra � o �s/�J �• �--. ��, aa��.. �aa�aa� .x�-- ^�r-r.•�- r�i.-- �- -�rrra a-�r. -a �-a��r- �_ }.. •�' - >� "� 14+2 2.2�. _ f -x �..._ _�_._,_ w u. �..�� -�. . �_� ___� ��.__Y w } 401 ,.. 2.27. c0t8'f80� 5„ �` ]�► -�- _ �' 359.3Q �'- j Iii L SDUH w 9 +9z 7 2.2 21 +35• ARACT GARY =35� 2.27. 1 _ 4 _ - w,_ _.r.._ - -- 2 +fin _ ` _ ' 10 +00 0 it . -. - �� �°� TRACT 1� ?.lad i • 13 +00 _ 14 +(� ^ . _ ._ _ . __ , _, _M. _ . , �__ _ � _ _ m __ � , ,_ ...� _ �_ _ . � __ - ,__ _._ _.. , �_ ._ �. _. r� __ _ _ x_ _ _ w � .� �.w .� _ .----------- .� _ � � � BOUNDARY NM 3fi0.1 S•�.�a��i rA�r�� a i t �- _- ,,:� - -.. <. ..,- .._,.,._......_ - _.._ - _. _.._......-..__ ,........,..,.._...._,....._._. 1,:.Z.� -....- ...- ,..�......,_.... .> ..e ,-._.»_.....•--•. .,�.__...._,,.,,.._,....,..,,,� x ,»,. .,- +-•,_ ,t,`�� _ 2 -�.,, ,.., „.,.r...- „....,...._,,„. 1 in wrrrY� _3 -� y_ �`- .�._, °' `�j = _....».,._ ». >- ...._,.+,...,_..Y .,..- ...kv...... w. - r�i.��irv'a.f•I�w.- ,�W�'��^ "�s•..w.�.+s,...._...„..4.,,,,_ ,. ^. 15+62 57? SEE PROFILE ac, s ! ____._f•�_ . .'�' 361.33 HEFT 4.1 R •�- — __m A� ..__ . _ n_T »m_ .�» . ..� . _ _ cv 10 WATER MANN 15+ 51 1 © _ � » ,_r _ �:. ~ ,: _ , -� w » _.� ,_ �_ . 2 ._ m« t r . ti t Rt �. 18 +70.? 8+ — 359.SS � 4 5 A _ _ SSW E2N -- �� »_ — .—,... 10 WATER 2 5 ==wimp 0I PS �_� v. w _ $+ 1 �, 10 DRAIN _ — _ _ _a�.,- _ 35 .._w.a...«mm_ d rt^ "_.'.� _'•_ ' _ wr..�«....._. +_,.. -e.__ _ ._- ,_w__r- ......_ / ,,w.__..._...- .+.m..._ . >..»s.+.,u�"� d'”' h f-..:w.� --� t ....«.._._. yy .mot` Q - __ ,. ^'-^^ �..- +Yw,.. - +- ....,...... _, _ _ _ 1. 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SA WOO DRIVE SANITARY SEWER PROFILE 368 366 366 364 364 362 .362 360 360 ,358 358 356 356 354 354 352 352 ,350 350 348 348 346 FUTURE R%W ' e. •r ' EASTING GROUND PROFILE ALONG I 1 OF STORK DRAIN PIPE Act N I FINISH GROUND PROFILE HGl STORM DRAIN PIPE CA f t` , s s �.,. ». 3• �5y 5 I S f } a i r .� fr* e _..M.- ...,.._.. _..._..._.. _.__..._�._.__._,_..w_ e 24.94 OF I$" RCP --- ---------- PIPELI 8 10 +00 STORM DRAIN PROFILE 'A' CD 0 M M < �t 0 Z 00 U w 0 Z La.. < J W W 00 w �-- w (0 c) a: 0 i / ii/ N w W Q ca o � 0 r � o �- z m � v Q 1-` i' m m � W Y LLI o 4� bi Q N 04 1 PO cl W M I > U o� rL z X 0- �, /038 t lij F- m cm Q 0 ul Fouls c V) 65 J LV U � � tl� F- o � U 0 lal W a � 4c z Q O Y LU) z �F-� 0- oF- CL. I F-Q CIOci W W CL Cl- uj w fwn� W H LO 0 �a �C a. 0 � co t� �t • .� Z J D Q H 70 UJ > J � c*A t � N � V cm 0 ul Fouls c ui 65 J LV U � � tl� o � U 0 lal J a � 4c I r'- n r A I rti _ . 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(ADJUST ALL MANHOLE RIMS TO AC PAVING) � - BLOW OFF /AIR RELEASE - ___ _ _ s ( -11 SEE SHEET 5 & PVC - POLYVINYL CHLORIDE t -BLOCK AND PLUG .__..._._._._..__.__..._- _.- ___... 1111 _ .._._._.__.__._.__..- _- _______. _._.___ N Z� 1111 -__. .___ -_. -,- ____ - __ • __,_.__.._.... .-- ___.__ t._ _ -.___ SSMH - SANITARY SEWER MANHOLE _ ._ _.__ -_ _ ___ -STUB AND CAP SDMN -STORM DRAIN MANHOLE `0_3 - EXISTING POWER POLE f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY --- (28i)--- - EXISTING CONTOUR H.P -HIGH POINT FF - FINISH FLOOR ELEVATION CL - CENTER LINE FP - FINISH PAD ELEVATION 2 +00.00E - DIREC110N OF STATION LABEL GOB -GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD HGL - HYDRAULIC GRADE LINE 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD C.O.B. -CITY OF BAKERSF1EtD PS 2100.00E - STATION ALONG LENGTH OF PIPE QO - EXISTING STORM DRAIN MANHOLE I j i F - (a - PROPOSED STORM DRAIN MANHOLE - CONSTRUCTION NOTES 0 ST tNALt TYPE "A" STORM QRAtN /SEWER MANHOLE PER C.O.B. D. N0. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. N0. SW -6 2 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NQ. D -14 (NOTE: REPRESS ALL FLOWZINES 0.17; AS SHOWN ON PLANS) O3INSTALL SEWER LATERAL MARKER PER C.O.B. STD. N0. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. N0. 5W -7 (j) CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. N0. D-11 O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. N0. D -12 6� INSTALL STORM DRAIN WATER TREATMENT t1NIT, CDS MODEL PMSU40_30, PER CDS DWG N0. 1 ON SHEET 9 0 CAP 6" SEWER LINE 4' BEHIND ROW SO CAP STORM DRAIN FOR FUTURE USE FUTURE RIGHT OF FUTURE RIGHT OF n � o WAIF WAY 2) 2 � C RW �OO��tl l....,%_."� _ l.I�i���i! �+�r� -� _OO, ��r +� �1�Awrl i�. �-l. ��l it l���lr�l..r.�,.l��ir�Y�il��Y -1 �-liir�!l-11rlA i5 +09f f 221 -D m a � co \.L/ RIA#=J%.30 Ms -L, 51 -%"-% - a i 9+97.7 �2 �`�,, m Z M _. _ ., _ �...� .� _ *n TRACT 8liit}ARY SION5)APAPROVtD. 0 �__ %-.I- V_11� lb--24&-� ROGER A".`cINTOSH DATE j ce X/ R.C.E. 33322 (EXP. 6/30/14) MARIAN P. SHAW R.C.E. 32178 (EXP. 12/31/14) GRAPHIC SCALE 0 w , 30 ( m FXZT ) 13OiiIZQNTAL i inch = 30 fk pmG;pmQ VERTICAL 1 inch = 3 ft. 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W u, H J ,Q Ci H LL (n --I r- W 0 (nC) � a- (A (n - W - W. pn PO I" Q M L in v- 00 Q Z a 0 0 qrm Cm `} to CD ar In < 0 :4 z In W H Im :g 2 2 4< a& UJ 4 > 2 Im 0 Cm CC f` rA � • 0 .j � t "i 4" C* " xt CC .� W 1-- z 0 JM 0 I"" r. m H ca W F W c Z �C W co cc uu 51 12 I w (% LIJ 6 94 p7 r Id a co W a: < m o , 2 .c 0 � e , I 0 __j f 'f.,1" ` , s D ►4 q - PROPOSED SEWER - EXISTING SEWER - PROPOSED RCP STORM DRAIN - EXISTING STORM DRAIN - EXISTING SEWER MANHOLE - PROPOSED SEWER MANHOLE - EXISTING STORM DRAIN MANHOLE - PROPOSED STORK DRAIN MANHOLE - EIRE H Y`DRA N T PER VA U GHN WA TER CO. - GATE VALVE PER VAUGHN WATER CO. - TEE - 90° ELBOW - 45° ELBOW - DIRECTION OF DRAINAGE 364 362 360 358 356 354 352 ,350 348 ,346 LEGEND (CONT) LEGEND (CONT), CONSTRUCTION WAY NOTES O - EXISTING SEWER CLE,4N0t1T G•V. -GATE VALVE 1� INSTALL TYPE "A" STORM DRAIN /SEWER MANHOLE PER C.Q.B. STD. N0. SW -2 smw 00 � 22 t IN V, -PIPE INVERT INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. N0. SW -6 - PROPOSED SEWER CLEANOUT RIM -TOP OF MANHOLE ELEVATION 2O CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. N0. D -14 IM -BLOW OFF /AIR RELEASE (ADJUST ALL MANHOLE RIMS TO AC PAVING) � 5«.,. v •,,c. �.. 1 4+00 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) � -BLOCK AND PLUG PVC - POLYVINYL CHLORIDE SSMH - SANITARY SEWER MANHOLE O3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. N0. SW -1 a � Yi! - STUB AND CAP SDMH -STORM DRAIN MANHOLE K.�rn� � 1 INSTALL SEWER PIPE CONNECTION PER C.Q.B. STD. N0. SW -7 `Zb - EXISTING POWER POLE f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY O4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. N0. D -il - (2a1)- - EXISTING CONTOUR H.P -HIGH POINT 5O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. N0. D -12 FF - FINISH FLOOR ELEVATION CL - CENTER LINE R L� J FP . - FINISH PAD ELEVATION 2 +00.00E - DIRECTION OF STATION LABEL O INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, G.B -GRADE BREAK 35L. - DISTANCE LEFT OF CENTERLINE OF ROAD PER CDS DWG N0. 1 ON SHEET 9 HGL - HYDRAULIC GRADE LINE 351R. - DISTANCE RIGHT OF CENTERLINE OF ROAD O7 CAP 6" SEWER LINE 4' BEHIND ROW Q.O.B. -CITY OF BAKERSFtELD PS 2 +00.00E - STATION ALONG LENGTH OF PIPE 8� CAP STORM DRAIN FOR FUTURE USE O - EXISTING STORM DRAIN MANHOLE PROFILE 'A - PROPOSED STORM DRAIN MANHOLE rs. O�i• �.� A FUTURE RIGHT OF j10 EDENDALE COURT SEE SHEET 2 Plon and Profile Scale: I" = 30'Horz. 1 " = 3' Vert. ;x 344 _ _ _ -_- - - _ _ ._- ____ _ _ _ _ - - -_ _ __ _ _ _ _ _ u l .1 13+00 14 +00 15 +00 16 +00 SA WOOD DRIVE STORM DRAIN PROFILE 17 +00 364 362 360 358 356 354 352 350 348 346 344 0 364 362 ,360 356 354 352 350 348 ,34.6 344 VARI�i..�7r�r RON � M RIAN P. SHAW F.C.E. 32178 (EXP. 12/31/14) 1 EASTING GROUND k .__FtCEI► "M�_. OF STORM-Ai Ptp� Ha-1 _�8' SEVER 1.38' CLEARANCE 0.18 l OF PIPES 2e RCP . ..... _T.._ EXTENDING 57.00' l l �^ �y 7159` OF 18" RCP PIPE (UNE#7) 0 100 STORM DRAIN PROFILE 'C' 364 ,362 360 358 356 354 352 350 348 346 344 DATE NORM �a �w� t 'f rm WAY ;5>c 6, / smw 00 � 22 t 1t= .4 W t5tt . SR 2 2� fir= 35.30 • �-- � 5«.,. v •,,c. �.. 1 4+00 � -..... ... ..1` �w%� �+.�i � .�.e. .�.. .w.. .� �r...r -..�.. rtiwr. «aw .w. �.� .,..�.. �...�.w mM> u.rc. awc --r. �: +art. ss.. .... �+., _ a '+ a � Yi! � •,y ' K.�rn� � 1 .E PROFILE ' U r - - -- _ -' w N SHEET 4.1 R. cr O 10" WA TER MAIN 15+57.22N t t5+6Z R L� J _ -��- -- GRAPHIC SCALE 0 30 0 15 30 LJ PROFILE 'A IN FEET rs. O�i• �.� A �, j- ON SHEET 3 ,, 4 F`�~ HORIZONTAL L 1 inch 30 ft. VERTICAL 1 inch - 3 it. j10 EDENDALE COURT SEE SHEET 2 Plon and Profile Scale: I" = 30'Horz. 1 " = 3' Vert. ;x 344 _ _ _ -_- - - _ _ ._- ____ _ _ _ _ - - -_ _ __ _ _ _ _ _ u l .1 13+00 14 +00 15 +00 16 +00 SA WOOD DRIVE STORM DRAIN PROFILE 17 +00 364 362 360 358 356 354 352 350 348 346 344 0 364 362 ,360 356 354 352 350 348 ,34.6 344 VARI�i..�7r�r RON � M RIAN P. SHAW F.C.E. 32178 (EXP. 12/31/14) 1 EASTING GROUND k .__FtCEI► "M�_. OF STORM-Ai Ptp� Ha-1 _�8' SEVER 1.38' CLEARANCE 0.18 l OF PIPES 2e RCP . ..... _T.._ EXTENDING 57.00' l l �^ �y 7159` OF 18" RCP PIPE (UNE#7) 0 100 STORM DRAIN PROFILE 'C' 364 ,362 360 358 356 354 352 350 348 346 344 DATE NORM i r �QQ m rm ;5>c 6, / i r �QQ m rm V) W U z 0 o� �Cn Cn U W W (nC WW �fl: PO CO LEGEND LEGEND (CONY) LEGEND {CONTj CONSTRUCTION NOTES, 0 G. -GATE VALVE INSTALL TYPE "A" STORM DRAIN /SEWER MANHOLE PER C.O.B. STD. NO. SW-2 R E ION A P P R 0 V s — PROPOSED SEWER OO - EXIS77NG SEWER CLEANOUT INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. S`W-6 IN V. -PIPE IN VER T - EXISTING SEWER 0 - PROPOSED SEWER CLEANOUT RIM TOP OF MANHOLE ELEVATION CONSTRUCT TYPE "A STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 o (ADJUST ALL MANHOLE RIMS TO AC PAVING) C-D — PROPOSED RCP STORM DRAIN (NOTE: DEPRESS ALL FLO WLINES 0. 171 AS SHOKN ON PLANS) 1AIR RELEASE Ca BLOW OFF/ r, - EXISTING STORM DRAIN L 1 DATE INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW-1 R O*TE R 'A. OcINTOSH - EXISTING SEWER MANHOLE BLOCK AND PLUG SSMH - SANITARY SEWER MANHOLE INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW-7 R.C.E. 33322 (EXP. 6/30/14) STUB AND CAP JV4 SDMH - STORM DRAIN MANHOLE - PROPOSED SEWER MANHOLE cZL EXISTING POWER POLE APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY O4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 ry - EXISTING STORM DRAIN MANHOLE -(281)- EXIS7►NG CONTOUR H. P -NIGH POINT 5O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 GRAPHIC SCALE C/) 0 - PROPOSED STORM DRAIN MANHOLE FF FINISH FLOOR ELEVATION CL - CEN TER LINE INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, 30 0 M - FIRE HYDRANT PER VAUGHN WATER CO. FP FINISH PAD ELEVA77ON 2+00.00E — DIRECTION OF STAVON LABEL PER COS DWG NO. 1 ON SHEET 9 IN FEET DATE y G.B GRADE BREAK 351. — DISTANCE LEFT OF CENTERLINE OF ROAD HORIZONTAL I inch 30 f t. MlAaIAN P. SHAW - GATE VALVE PER VAUGHN WATER CO. HGL - HYDRAULIC GRADE LINE 35"R. - DISTANCE RIGHT OF CENTERLINE OF ROAD CAP 6" SEWER LINE 4' BEHIND ROW VERTICAL I inch 3 ft. R(.C.E. 32178 (EXP. 12/31/14) -TEE C.0.6. CITY OF BAKERsnELD PS 2+00-00E - STATION ALONG LENGTH OF PIPE 8 CAP STORM DRAIN FOR FUTURE USE QQ EXISTING STORM DRAIN MANHOLE IS - 90" ELBOW - 45* ELBOW PROPOSED STORM DRAIN MANHOLE cri DIRECTION OF DRAINAGE 366 364 362 360 'wol 356 354 352 350 348 -------- 4-1- v I PROnLE `8 4 LA, sm saw SHEET 6R (F 14+01. 9+97• 45 221. 79C 18+80.M, 51. PS 14+00. Q I Z+U L LLJ -T6. R A" me po cl 14 SDW io w 157? 1 72.f 51 10" WATER 13+23.4�E I 16+45.93E . 7Z t, 1 2 1 ft i I I & PS 9+ ? if RLV=356.89 MAINI RAV=359.791 18+ 70L mm 5w ATER MAJN RN 4359. map A w 16 -m AV -w LLJ T-7 91t 01 112 Na 17+04.W 'Z .0e RW=361.05 s. p< 03 M .01 WNW 2 + 16 4'1 F imam loe PS 7, v SABLEWO OD DRIVE SEE SHEET 3 & 4 MIRA SOL DRIVE Pion and Profile Scale: 1" = 30' Horz. 1 " = 3' Vert. 1 L'17 10+00 11 +uu MIRA SOLDRIVE SEWER PROFILE 362 360 358 356 354 352 350 LEGEND LEGEND (CONTI CONSTRUCTION NOTES PROPOSED SEWER EXISTING SEWER PROPOSED RCP STORM DRAIN CN EXISTING STORM DRAIN EXISTING SEWER CLEANOUT EXISTING SEWER MANHOLE 1 PROPOSED SEWER MANHOLE 366 EXISTING STORM DRAIN MANHOLE 0 — PROPOSED STORM DRAIN MANHOLE — FIRE HYDRANT PER VAUGHN WATER CO. — GATE VALVE PER VAUGHN WATER CO. IN V. PIPE IN VER T — TEE I-T — 90" ELBOW "I — 45" ELBOW t r - -- -- — DIRECTION OF DRAINAGE Ljj A WA-wo-m w Mom LEGEND -(CON T) LEGEND (CONTI CONSTRUCTION NOTES _W CN EXISTING SEWER CLEANOUT G. V GA TE VALVE 1 INSTALL TYPE "A" STORM DRAIN /SEWER MANHOLE PER C.O.B. STD. NO. SW-2 366 i -'I IN V. PIPE IN VER T INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW —6 t r - -- -- Ljj PROPOSED SEWER CLEANOUT RIM TOP OF MANHOLE ELEVATION A" 4U —14 C C UC B, C. 0. B. S TD. NO. D V) 71 BLOW OFF /AIR RELEASE �ADJUS T ALL MANHOLE RIMS TO A C PA ONG) %., (NOTE: DEPRESS ALL FLOWLINES 0. 17'1 AS SHOWN ON PLANS) 364 ------ C14 ------- C) BLOCK AND PLUG PVC — POLYWNYL CHLORIDE SSMH — SANITARY SEWER MANHOLE D,3 INSTALL SEWER LATERAL MARKER PER C. 0. 13. STD. NO. SW— 1 kcc 0 left* ----- ------ �z STUB AND CAP SDMH — STORM DRAIN MANHOLE INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW— 7 362 EMSTING GROUND PROFILE ALONG 40 Re _X cCb EXISTING POWER POLE APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 5; V_ OF STORM DRAIN PIPE n x� N' �,, EXIS 1"ING CONTOUR H.P — HIGH POIN T INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D— 12 GRAPHIC SCALE Cn .... ....... --h �� ------- -- �n - ----- wi Cn FF — FINISH FLOOR ELEVATION CL — CEN TER LINE LLJ 7_7 FP — FINISH PAD ELEVATION 2+00. DOE — DIRECTION OF STA17ON LABEL INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, 30 360 - - ----- G.B — GRADE BREAK 351. — DISTANCE LEFT OF CENTERLINE OF ROAD PER CDS DWG NO. 1 ON SHEET 9 IN FEET) ....... HGL — HYDRAULIC GRADE LINE 35R. — DISTANCE RIGHT OF CENTERLINE OF ROAD 7 CAP 6" SEWER LINE 4s BEHIND ROW HORIZONTAL I I'nch= 30 ft. wow C.O.B. CITY OF BAKERSFIELD PS 2+ 00.00E STATION ALONG LENGTH OF PIPE VERTICAL I inch = 3 ft. CAP STORM DRAIN FOR FUTURE USE 358 LAJ M EXISTING STORM DRAIN MANHOLE n PROPOSED STORM DRAIN MANHOLE 356 HGL FINISH GROUND PROFILE -- ---- __ - --- -- cri 0 Pq 366 364 362 358 356 354 352 350 348 346 344 354 352 350 1 orb V)V-. ELQ:: ap Waft ap ........... r�wm.,m E] 11 - - -- - -- - -- 34 8 wo Jj_ A/_- MWO= SDUH PROFILE IBI Mi 97- OOL 9197. 7� 2.2� � 18.1.85. � � � � � �• t SHEET 6R 4 -'.^..--- "--° -- ...._., a... c...._....�.�,,.,..�„�,���.�... � �_ .�.. � ..� �. _ j _ �)p. ly .�..��. _ ..r. „_ ' � •.F� '" 18+80 88N, 14+01-79E, Rs Q .di 133 I _1f00___i__._,!3� RIV= PS 14+0a0w 346 raft 12+00 AL s -Flu 10 4 31� AU Ae Al� ()+" 79 56R 1 VL 100 WATER J 0' 72E PS 13+23.4%E 344 q+ RW=M&89 —359.791 16+4&93E 18+70 51R MAIN RW- AWR MAIN RIM=3599. W IN ------- L—i L_J V ik� A 17+01. 13.4 �3 .. .... 17+04.&V .0e .0e gg 3f, 36im + + T_ _564 + law or .01o, v Ole .0e t• J SABLrE OOD DRIVE SEE SHEET 3R & 4R MIRA SOL DRIVE Pion and Profile Scale: 1" = 30' Horz. I yy 3' Vert. 10+00 11+00 12+00 13+00 14+00 15 +00 16 +0u 1 1+0u MIRA SQL QRIVESTORM RAIN PROFILE ,M-IS* 366 364 362 360 358 356 354 352 350 348 346 344 10+00 STORM DRAIN PROFILE 'B' IN R`TGER A. McJNTOSH v R.C.E. 33322 (EXP. 6/30/14) `D —z¢ -13 DATE R.C.E. 32178 (EXP. 12/31/14) M QQ M Cyr, 0 M QQ M Cn V) z C) 0 M 5; C-) LLI Cn :z LLJ LAJ M n WW OL. Cl- LLJ C /) W (/I 5; 5; W w W Q: Ld F- < 01, Ln 00 - - - - - - - - - - -- . s — PROPOSED SEWER — EXISTING SEWER CLEANOUT — EXISTING SEWER - a — PROPOSED RCP STORM DRAIN �....F w... EXISTING STORM DRAIN —BLOCK AND PLUG — EXISTING SEWER MANHOLE —STUB AND CAP — PROPOSED SEWER MANHOLE 'hs — EXISTING STORM DRAIN MANHOLE 0 — PROPOSED STORM DRAIN MANHOLE FINISH FLOOR ELEVATION — FIRE HYDRANT PER VA U GHN WATER CO. ►! — GATE VALVE PER VA U GHN WATER CO. BREAK — TEE F-T — 90° ELBOW —CITY OF BAKERSFlELD — 45° ELBOW --- -- — DIRECTION OF DRAINAGE LEGEND (CONT) O — EXISTING SEWER CLEANOUT Aft — PROPOSED SEWER CLEANOUT 10 —BLOW OFF /AIR RELEASE t —BLOCK AND PLUG co w —STUB AND CAP M-3 — EXISTING POWER POLE —(2e1) — EXISTfNG CONTOUR FF — FINISH FLOOR ELEVATION FP — FINISH PAD ELEVATtON G.8 —GRADE BREAK NGL — HYDRAULIC GRADE LINE C.O.B. —CITY OF BAKERSFlELD O — EXISTING STORM DRAIN MANHOLE 0 — PROPOSED STORM DRAIN MANHOLE 368 366 364 362 360 358 356 354 352 350 WWO 346 i LEGEND (CONT) G. V. — GATE VALVE IN V — PIPE IN VER T RIM — TOP OF MANHOLE ELEVATION (ADJUST ALL MANHOLE RIMS TO AC PAVING) PVC POLYVINYL CHLORIDE SSMH — SANITARY SEWER MANHOLE SDMH — STORM DRAIN MANHOLE ± — APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY H. P — HIGH POIN T CL — CEN TER LINE 2 +00.00E — DIRECTION OF STATION LABEL 351. — DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. — DISTANCE RIGHT OF CENTERLINE OF ROAD PS 2 +00.00E — STATION ALONG LENGTH OF PIPE i \ V CONSTRUCTION NOTES 1 INSTALL TYPE "A"' STORM DRA INISEWER MANHOLE PER C.O.B. STD. NO. SW-2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW-6 2 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D--14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) 3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD_ NO. SW-7 4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D -11 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 6 INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 ? CAP 6" SEWER LINE 4' BEHIND ROW S CAP STORM DRAIN FOR FUTURE USE .+ ' w• "r'.. ..rte .M. vr+• ..ten- v...r...__...- ...J. -e- 111�L r 11:� I& y � a .01 k t� t Lk 1 `i roan ono rrame Seale: I" = 3Q' Horz. 7 " = 3' Vert. t� c p p # y s t 333 ! ! s a 23+6 7 r i r 3+ 2V 6A i ww F £ 5 S i PS Z3+ g 9) 4 3 � ' i LLL tk� { d OH r ` r 45- 161? PS Z3+ i; ALLEN ROAD 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 MIRA SOL DRIVE SEWER PROFILE 368 366 364 362 360 358 356 354 352 350 348 346 24 +00 GRAPHIC SCALE 30 0 30 MINI { IN FEET ) HORIZONTAL 1 inch= 30 ft. VERTICAL 1 inch = 3 ft. Q M M 00 ir v Z LL uj W W �-- w co O V 0� W m • d M N M •1.1 M tV \ r O Z � m W r m m o Ld IAJ Y taC S D 0 � R P� r: Q:: Aft 0 w � 1 :7— W co w L Z i `i .j < W Ss F. 1 Fp W C3 LiJ �aC Im ------ - - - - -- o �, a S, 5 ♦ J • �p 3 4 i . � � Ff YW� .e'd• y �(f 9 ft `Mj �•a .-j it-A mom- LLJ 0 4-4 L,Lj {n Z Cn H J 16+4193 •`��d' t ..—...+_--...•. a••.. w�.. �•.._^* �. wm- ,..+mera.v.+...�wua...�..• -.... — ...... --,3 _....µ -•: ,,,�.•w.�.aa........ �� �� � � �`� ��` r� � �„p• �' �— fir.. �.•+' 1; d �h. � � P5 1l +04 �y ` A. 368 366 364 362 360 358 356 354 352 350 WWO 346 i LEGEND (CONT) G. V. — GATE VALVE IN V — PIPE IN VER T RIM — TOP OF MANHOLE ELEVATION (ADJUST ALL MANHOLE RIMS TO AC PAVING) PVC POLYVINYL CHLORIDE SSMH — SANITARY SEWER MANHOLE SDMH — STORM DRAIN MANHOLE ± — APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY H. P — HIGH POIN T CL — CEN TER LINE 2 +00.00E — DIRECTION OF STATION LABEL 351. — DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. — DISTANCE RIGHT OF CENTERLINE OF ROAD PS 2 +00.00E — STATION ALONG LENGTH OF PIPE i \ V CONSTRUCTION NOTES 1 INSTALL TYPE "A"' STORM DRA INISEWER MANHOLE PER C.O.B. STD. NO. SW-2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW-6 2 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D--14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) 3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD_ NO. SW-7 4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D -11 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 6 INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 ? CAP 6" SEWER LINE 4' BEHIND ROW S CAP STORM DRAIN FOR FUTURE USE .+ ' w• "r'.. ..rte .M. vr+• ..ten- v...r...__...- ...J. -e- 111�L r 11:� I& y � a .01 k t� t Lk 1 `i roan ono rrame Seale: I" = 3Q' Horz. 7 " = 3' Vert. t� c p p # y s t 333 ! ! s a 23+6 7 r i r 3+ 2V 6A i ww F £ 5 S i PS Z3+ g 9) 4 3 � ' i LLL tk� { d OH r ` r 45- 161? PS Z3+ i; ALLEN ROAD 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 MIRA SOL DRIVE SEWER PROFILE 368 366 364 362 360 358 356 354 352 350 348 346 24 +00 GRAPHIC SCALE 30 0 30 MINI { IN FEET ) HORIZONTAL 1 inch= 30 ft. VERTICAL 1 inch = 3 ft. Q M M 00 ir v Z LL uj W W �-- w co O V 0� W m • d M N M •1.1 M tV \ r O Z � m W r m m o Ld IAJ Y taC S D 0 � R Of Q:: Aft 0 w � 1 :7— W co w w 0 M Of Q:: Aft 0 w � � m co w L Z i `i .j < W W CL W C3 LiJ �aC Im o �, W z Cj (0 V�yI W {n Z H J CL �y �m C) Q-CL Cn� }5; WLLj wck: Ld Cr) Lo dL- °oo Z a � r V � J .2 Lu UJ C'm � 1 � Z .J rA Nam pz V 0 J .. 00 2 Aft 0 w � � m co w L Z i `i .j < W W CL W C3 LiJ �aC Im o �, LEGEND - PROPOSED SEWER - EXISTING SEWER - PROPOSED RCP STORM DRAIN - EXISTING STORM DRAIN - EXISTING SEWER MANHOLE - PROPOSED SEWER MANHOLE - EXISTING STORM DRAIN MANHOLE - PROPOSED STORM DRAIN MANHOLE - FIRE HYDRANT PER VA U GHN WATER CO. - GATE VALVE PER VAUGHN WATER CO. TEE - 90° ELBOW - 45° ELBOW - DIRECTION OF DRAINAGE S i 'I K , 4 t f~3 Y ps I-- L� 1 W Lj-j W 2 5 S. F. LEGEND (CONY) cQ - - EXISTING SEWER CLEANOUT ---- - - a - PROPOSED SEWER CLEANOt1T CD - -BLOW OFF /AIR RELEASE xy IS t-� - PROPOSED SEWER - EXISTING SEWER - PROPOSED RCP STORM DRAIN - EXISTING STORM DRAIN - EXISTING SEWER MANHOLE - PROPOSED SEWER MANHOLE - EXISTING STORM DRAIN MANHOLE - PROPOSED STORM DRAIN MANHOLE - FIRE HYDRANT PER VA U GHN WATER CO. - GATE VALVE PER VAUGHN WATER CO. TEE - 90° ELBOW - 45° ELBOW - DIRECTION OF DRAINAGE S i 'I K , 4 t f~3 Y ps I-- L� 1 W Lj-j W 2 5 S. F. LEGEND (CONY) cQ - - EXISTING SEWER CLEANOUT 0 - - PROPOSED SEWER CLEANOt1T CD - -BLOW OFF /AIR RELEASE BLOCK AND PLUG -STUB AND CAP � - EXISTING POWER POLE EXtSTtNG CONTOUR FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVATION G.B -GRADE BREAK NGL - HYDRAULIC GRADE LINE C.O.B. -CITY OF BAKERSFIELD Q - EXISTING STORM DRAIN MANHOLE 0 - PROPOSED STORM DRAIN MANHOLE 7 15962 S. F. / 1 LEGEND (CON- G.V, - GATE VALVE IN V. - PIPE IN VER T RIM - TOP OF MANHOLE ELEVA PON (ADJUST ALL MANHOLE RIMS TO AC PAVING) PVC - POLYVINYL CHLORIDE SSMH - SANITARY SEWER MANHOLE SDMH - STORM DRAIN MANHOLE ± - APPROXIMATE LENGTHS, CON TRA C TOR SHALL VERIFY H. P - HIGH POIN T CL - CEN TER LINE 2 +00.00E - DIRECTION OF STATION LABEL 351. - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. -- DISTANCE RIGHT OF CENTERLINE OF ROAD PS 2+ 00. DOE - STATION ALONG LENGTH OF PIPE �- / lr / ' / „2 4 � 4y // CONSTRUCTION NOTES, INSTALL TYPE "A "$ STORM DRAINISEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. Sly -6 2 CONSTRUCT TYPE 'A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D -14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW-7 4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D -11 5 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD, NO. D-12 0 INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 7 CAP 6" SEWER LINE 4' BEHIND ROW 8 CAP STORM DRAIN FOR FUTURE USE 21-j-49 7AF i ddl i i KAIRA SOL. DRIVE Plan and Profile Scale: 1 " = 30' Horz. 1 " = 3' Vert. Y i F i i LQt L b y s } i 23+61 X f ;O, �..... 3 i SSWH 4 �i \2JI 3+ } P-S 23+33 i —•-- .� OH Y 0 1 .60 45.167? Y PS 23+ Y a 1 L.i } 8 3 k# F t ALLEN ROAD 368 19 +00 20 +00 21 +00 A SO DRIVE STORM DRAIN PROFILE 22 +UU LJTUU ie. 364 362 360 358 356 354 352 .350 .346 344 -nn GRAPHIC SCALE 30 0 30 (IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. M < U w ''s!- z � 1 w r � � w �y �t� Yid VI. `N o ,n 04 �. r � .z., ^i D m al 0 t 0 Vii M > U W o Q �' o 4' W w Q 0 M W C) 0 rV"� U) S W Z Q � CL to M � WW a0- WW m M r-3 !,J Q C] CD z C? U C*j low J„ 0 J z W low CD el � 1 U 4 ca C z W w I J W ui W 0 c Lu ESL a �C W CJ J t' w w � � s O 0 - PROPOSED STORM DRAIN MANHOLE 7 15962 S. F. / 1 LEGEND (CON- G.V, - GATE VALVE IN V. - PIPE IN VER T RIM - TOP OF MANHOLE ELEVA PON (ADJUST ALL MANHOLE RIMS TO AC PAVING) PVC - POLYVINYL CHLORIDE SSMH - SANITARY SEWER MANHOLE SDMH - STORM DRAIN MANHOLE ± - APPROXIMATE LENGTHS, CON TRA C TOR SHALL VERIFY H. P - HIGH POIN T CL - CEN TER LINE 2 +00.00E - DIRECTION OF STATION LABEL 351. - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. -- DISTANCE RIGHT OF CENTERLINE OF ROAD PS 2+ 00. DOE - STATION ALONG LENGTH OF PIPE �- / lr / ' / „2 4 � 4y // CONSTRUCTION NOTES, INSTALL TYPE "A "$ STORM DRAINISEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. Sly -6 2 CONSTRUCT TYPE 'A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D -14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW-7 4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D -11 5 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD, NO. D-12 0 INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 7 CAP 6" SEWER LINE 4' BEHIND ROW 8 CAP STORM DRAIN FOR FUTURE USE 21-j-49 7AF i ddl i i KAIRA SOL. DRIVE Plan and Profile Scale: 1 " = 30' Horz. 1 " = 3' Vert. Y i F i i LQt L b y s } i 23+61 X f ;O, �..... 3 i SSWH 4 �i \2JI 3+ } P-S 23+33 i —•-- .� OH Y 0 1 .60 45.167? Y PS 23+ Y a 1 L.i } 8 3 k# F t ALLEN ROAD 368 19 +00 20 +00 21 +00 A SO DRIVE STORM DRAIN PROFILE 22 +UU LJTUU ie. 364 362 360 358 356 354 352 .350 .346 344 -nn GRAPHIC SCALE 30 0 30 (IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. M < U w ''s!- z � 1 w r � � w �y �t� Yid VI. `N o ,n 04 �. r � .z., ^i D m al 0 t 0 Vii M > U W o Q �' o 4' W w Q 0 M W C) 0 rV"� U) S W Z Q � CL to M � WW a0- WW m M r-3 !,J Q C] CD z C? U C*j low J„ 0 J z W low CD el � 1 U 4 ca C z W w I J W ui W 0 c Lu ESL a �C W CJ J t' w w � � s O CONSTRUCTION NOTES, INSTALL TYPE "A "$ STORM DRAINISEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. Sly -6 2 CONSTRUCT TYPE 'A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D -14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW-7 4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D -11 5 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD, NO. D-12 0 INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 7 CAP 6" SEWER LINE 4' BEHIND ROW 8 CAP STORM DRAIN FOR FUTURE USE 21-j-49 7AF i ddl i i KAIRA SOL. DRIVE Plan and Profile Scale: 1 " = 30' Horz. 1 " = 3' Vert. Y i F i i LQt L b y s } i 23+61 X f ;O, �..... 3 i SSWH 4 �i \2JI 3+ } P-S 23+33 i —•-- .� OH Y 0 1 .60 45.167? Y PS 23+ Y a 1 L.i } 8 3 k# F t ALLEN ROAD 368 19 +00 20 +00 21 +00 A SO DRIVE STORM DRAIN PROFILE 22 +UU LJTUU ie. 364 362 360 358 356 354 352 .350 .346 344 -nn GRAPHIC SCALE 30 0 30 (IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. M < U w ''s!- z � 1 w r � � w �y �t� Yid VI. `N o ,n 04 �. r � .z., ^i D m al 0 t 0 Vii M > U W o Q �' o 4' W w Q 0 M W C) 0 rV"� U) S W Z Q � CL to M � WW a0- WW m M r-3 !,J Q C] CD z C? U C*j low J„ 0 J z W low CD el � 1 U 4 ca C z W w I J W ui W 0 c Lu ESL a �C W CJ J t' w w � � s O z C? U C*j low J„ 0 J z W low CD el � 1 U 4 ca C z W w I J W ui W 0 c Lu ESL a �C W CJ J t' w w � � s O w w � � s O ,. r � ;,, . ,.