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HomeMy WebLinkAbout1.1-5900 Ph 1GENERAL NOTES: (CITY STREET PLANS) 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD DEVELOPMENT STANDARDS AND OTHER CITY ADOPTED POLICY; STREET IMPROVEMENTS SHALL BE AS REQUIRED FOR TYPE "A" SUBDIVISIONS. 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CURRENT ADDITION, AS MODIFIED AND DETERMINED APPLICABLE BY THE DIRECTOR. 3'. ALL STREET HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS- SECTIONS. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS SHOWN ON TYPICAL CROSS- - SECTIONS. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE. 5. ANY LAYER OF "R" VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS - SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN. 6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A THICKER A.C. SECTION MAY BE USED. 7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. 8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. SHALL BE 0.05 OF A FOOT. 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED. 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. 13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE. 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, AS DIRECTED BY THE ENGINEER. 15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE CONNECTION TO THE EXISTING STREET PAVEMENT. 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS. 18. ASPHALT REJUVENATING AG -ENT _SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION 37 BITUMINOUS SEALS OF THE STANDARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTATIONS STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT. 19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT -OF -WAY SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE NO. R -57. 21. WHEREVER "CITY ENGINEER" IS CITED IN THESE PLANS, IT SHALL EQUATE TO "COUNTY. ENGINEER ". 22. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 23. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 24. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326 -3049. 25. STAMP AND "S" IN CURB FACE OVER EACH SEWER LATERAL. 26. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6 FROM BACK. 27. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT ARTMENT PRIOR TO ANY WORK .BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 28. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: ST -1 CURB AND GUTTER ST--20 STREET KNUCKLE ST -4 COMMERCIAL DRIVEWAY TYPE B ST -21 SURVEY MONUMENT ST -5 RESIDENTIAL DRIVEWAY ST -22 STANDARD STREET LIGHT ST-8 SIDEWALK SW-4 TYPE "B" MANHOLE ST -10 STANDARD HANDICAP RAMPS SW -6 FRAMES & COVERS FOR MANHOLES ST -12 PAVEMENT ENT PATCHES D-14 CATCH. BASIN TYPE "A" ST -14 STREET SPECIFICATIONS D -17 GUTTER DEPRESSIONS ST -15 STREET CROSS T - OSS SEC IONS T 1 STANDARD STREET SIGN OST P TYPE) ) T -2 MISCELLANEOUS SIGN 29. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2,4 OF THE "GREEN'BOOK," 30. IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB STD. SEC. 3.4.5.2., EXISTING PIPELINES AND UTILITIES SHALL BE LOWERED AT THE DEVELOPERS EXPENSE PRIOR TO THE INSTALLATION OF BASE OR PAVING. 31.4 ALL PERMANENT STRIPING AND MARKING SHALL BE THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. 8010-21C-1,9. ALL TEMPORARY STRIPING AND MARKINGS NOT IN THEIR ULTIMATE HA LOCATION C SHALL BE WATERBORNE PAINT. PRIVATE EN­ G / N-- EE , R S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES. NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETE- NESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444 - Ivy- � IT, AM a' ca Ilk - a I rJ � AP I. AP � KERN COUNTY, CAL iFOR,�riA do X. era l "114 fir':. \ iV \ ,,, j 1 i : y ,� .r top > \ \ \ "r lop y "r •rte -r .,.r••"- ! , \ \ ! ,C ` \ _ �/ �\ �, .,' ,` � \ asp r,40v)%%_ I I I I I &OW ! I I I 1 (0! dam 4"b Mop dOP\ I \ \ 1 IT 1 1 1 I I 1 1 i 1 \ \-- i r X \ t E, 1 � ' . - -� - �. _ _ �_ 1 1 I I _ _ _ -.�-- - n DRILLING I5LAr =. R -- 3 30 3 32 31 36 35 34 _ 39 3s 37 3 45 44 4 42 41 40 _ new 71 46 BAD - -- CARL 70 0 � 79 �. 0 90 3 47 { ' t 85 � 73 69 ca, 49 4� 31 43 ,. 50 84 77 S.: 7 51 83 82 76 �I VE ■•.r I r 1 o 1 52 53 54 55 56 57 53 59 60 61 62 63 64 65 2 ;5 ,BLUE RIDGE LANE DRILLING ISLAND i U 3 I 4 6 5 7 3 9 10 1 12 13 14 15 �16 17 13 I Pro NA IAA LANE • i t5 ♦ / I r 28 I I 26 rA 25 8�' -T -® i I BIG BE-N-4), I" � 24 r - - 66 23 , iris Y.7ii •r... F 9i 4 ! Ml® - ' � Cyq //7- 21 I I Q 1 7 ,.- 19 2 J I e I i I I U.,rs AWL M,3uMBM wNE CO u��� � _ RACT 5900 3� 1 INDEX MAP NO SCALE NOTES FROM THE ENGINEER: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY /COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY /COUNTY STREET RIGHT -OF -WAY. 2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES, ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY /COUNTY ENGINEER. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY /COUNTY ENGINEER. 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT. BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY /COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 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 /COUNTY ENGINEER AND /OR IRRIGATION DISTRICT. 8. STANTEC CONSULTING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY STANTEC CONSULTING INC.. �' 9. l� GIT`{ �KPrcLTl01.� �%IIL1.. B� Ca1 V � TrCyR- 'Tii� -�RkC 1t� T��3 U04TU". A Ak 1V IS lO►.a MV-M I''r V*I IT1� A">RDPVAXTF 0 W:7 Q1EMx 10 SHEETNO. 1. 2.R 4. R. 5.TZ 6.1Z 7.P. 8. 9. SHEETINDEX DESCRIPTION TITLE SHEET KEY MAP AND STREET NAMES C .BRILLO STREET CAR LS BAD AVENUE BLUE RIDGE LANE KATMAI STREET OZARK COURT AND RANIER COURT TORTUGAS AVENUE AND BIG BEND WAY C.O.B. ASPHALT CONCRETE PAVING NOTES BA SIS OF BEARINGS.- THE BEARING OF SOUTH 89.3: '47" EAST AS SHOWN FOR THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF SECTION 22, T30S, R26E M.D.M., ON KERN COUNTY SURVEYORS FILED MAP 7 -1, BK 6, PAGE 33. t RAW"• 3AKERSFIELq CALIFORNIA VICINITYMAf- 0\ &V %-N ?.A_-NQn*A WD (05e2? ..,.,.. _• I W.11 4 - T E PLANS RCATIONS WEP PREPARED BY ME OR UNDER MY t k r TI ON N AND I� B �_ST O F k l KNOWLEDGE WLED • 0 GE AND BELIEF COMPLY WITH �( OF .:A; i)iNANC 3, J11 ES, STANDARDS, AND DESIGN. CRITERIA, LJDF ... REQUIREMENTS OF THE ADVISORY SORY AGENCY AyRRORS, LI°yLATIiiS THOSE ORDINANCES \r . E.N( -�. NT BRED E, ING CONSTRUCTION 4 1AL _ COI- _ \ CO 0 S Rx ELECTED ON CORRECTED 18MI1 CIi ' R 9 2599", DA TB _vat OF 8 _ -?E-`C`0MMEA.i 10 OAd C T` C1 988.m _ DATE J� . • C7 A . . r TE NT PU,�� - - BAKI D! TE N V KERN COu, I HEREBY CER }- SHAT TfO- .� -w PI ANS FEET OR EXCEED MINIMUM KERN COUNTY <? DARDS I KERN COUNTY RAD COMMISSIONER DATE APPROVED 8K KERN COUNTY i HEREBY CERTIFY THAT THESE °CANS MEET OR EXCEF'- MINIMUM KERN COUNTY STANDARDS. DIRECTOR OF ENGINEERING AND SURVEY SERVICES OWNERISUBDIVIDER ENGINEER VALW i41D U.0 STANTEC CONSULTING INC. 2'x!2 VMSE� A1 BENCHMARKUSED.- mN4e. CA AW I 1. bill . �t is bCT06 �3�'`1 'rZL q*0_1*1-r4401 TOP BRASS CAP IN CONCRETE MONUMENT AT /NTERSFCT /ON OF WHITS LANF � 4�C wv�.A�O'"�`� VIA IGLESIA. ELEI/AilON= 359.27 (U.S.G.S. DATUM) www.s an ec.com BENCHMARKSET: TOP OF 2"' IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN. ELE/A TION-= 348.19 (U. S. G. S. DA TC1g ) Stantec Consulting Inc. 41M I`ZWPOA�6 P*N rel-A) YLP.,;, *ift9lKr4rAD,,tATPj" 1. (d�l•tdG� www.stantec.com H Cop•ynight Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the dra -wii- ig -- any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all d,signs and drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than hat authorized by Stantec Consulting Inc. is forbidden. C(:: nst, notion Notes 7 IFR L, L AST � c } r: t ,< } ESTIMATE QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES 1, } 4 W I4 �f y7 t S TRE-E Ta a �t J A. C. PAVI N G 2 r 7 31 TONS 4 i AGGREGATE BASE 1, 9 2 6 CY 1 SUBGRADE PREPARATION 13,870 SY Y 6" CURB & GUTTER 51652 LF f t WDIAN CURB 170 LF ' t . k t SIDEWALK 22,820 SF t t s CROSS G UTTE H 2 EA G Y WHEEL CHAIR RAMP 8 EA a r RESIDENTIAL D .:1. IVEWAY 85 EA t f } 1 MONUMENT EN �SEMENTS 11 EA Y (A ! 1 is BARRICADE 60 LF REMOVE BAR 60 LF r 0 a .......... 1, W I4 �f f S `` , tit. s os��� a �t J CNO Q) "'�:r. _.... _w-.'.- .�'I��.a..,- ._ _: .3�h:: � :'° tom. 'mr� ■i� �� E_^:Tn'�a"' f ■ ■ R ev�s� l�on Icy Appd. Date a J 7. t � , File Name: ---Imam's 4FANWNEWG� Dw ChIf<d Dsgn Date t Avw _0 .■.SW V) C11i "Rio --Wl% r) L SD L �Y 4, Q STREET/STORM. PLANS V7 McALLISTER F AA : A TRACT 5 9100 V) Kem Cout ily, C lif0!M: Title TITLE CHEF r 0 co 0 C) CIO a, Project N o ■ SIIe �f 1 844 010 8010 SH � OWN 4_0 Drawizng No. Revision C=001 i 1 of 9 0 c 0 • Exp,3.. :31 --08 a �f f S `` , tit. s os��� •(� Of CNO Q) .■.SW V) C11i "Rio --Wl% r) L SD L �Y 4, Q STREET/STORM. PLANS V7 McALLISTER F AA : A TRACT 5 9100 V) Kem Cout ily, C lif0!M: Title TITLE CHEF r 0 co 0 C) CIO a, Project N o ■ SIIe �f 1 844 010 8010 SH � OWN 4_0 Drawizng No. Revision C=001 i 1 of 9 0 c . - � .. " . � - -....".. � -.... . ,;. *1 . . .... " 'i 11-�� . . ..' 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I . //I I 1FA--P,P'F *OVED BY.• Jo*,W �A�h,1 �lA�o*.1 P.UE &4*L . 1;9P. 01 0030-115 % 1b I'll A I - �VED BY.• AiARIAN P SHAW RCE 32178 (EXP 12/31/14) L -ll,-. v � � � , i � i � � � Stantec Consulting Inc. . 1 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 X• L 1Fa I 6 .2400 e - - I . . 0 I CoWright Rewwl The Contractor shall verify and be res,ponsible for all dimensions. DO NOT szolle the drawing - any errors or omis-sions sh,olll be reported to Stontec Consulting Inc. without delay. The Copyrights to all d4eiigins and drawings are the property of Stontec Consulting linc. Reproduction or use for any purpose other than that aluthlorized by Stantec Con-suilti1ng Inc. is forbiddon. Con*uction Notes LEGEND: PR PO D O SE EXISTING PIPE SIZE & DIRECTION PIPE & MANHOLE 18 D A LEAD & DI 10- 9 X STREET LIGHT LOCATION X PER C.B.D.S. S-31 wm"h D M Ao"6` I AborxEVIATIONt; AC ASPHALT CONCRETE AB AGGREGATE BASE BCR BEGIN CURB RETURN BEG. BEGIN I CB CATCH BASIN . I C&G CURB AND GUTTER I . C/L CENTERLINE CL CLASS CR CURB RETURN ECR END CURB RETURN EP PAV'EENT EXIST., EX. EXISTING FG FINISH GRADE I FL FLOWLINE GB GRADE BREAK INV. INVERT ELEVATION C.B.D.S. CITY OF BAKERSFIELD DEVELOPMENT STANDARDS LT LEFT N- G NATURAL GROUND DS DISCHARGE STRUCTURE P/L PROPERTY LINE PI POINT OF INTERSECTION PROP. PROPOSED P V T. PAVEMENT P.V.C. POLYVINYL CHLORIDE PIPE R.C.P. REINFORCED CONCRETE PIPE RGJ RUBBER GASKETED JOINT RT RIGHT R/W RIGHT OF WAY RIM RIM ELEVATION STA. STATION T.I. TRAFFIC INDEX TP TOP OF PAVEMENT ,& Awrrm OF LOTS PER APPROVED VITM KH,D 11 File Nome: By Appd. Date - --I Dwn. Chkd. Dsqn. Date 0 -Y L- 0 0 01 C" E 0 U") N co .'. , I .. , &^' L Lr) N N%-1 I , I X , "..�",.."....,.".iii*.'i....,,..,.:,.I 0) "....",.,..,.,.".,..�'...'.'.,,- " " -... I 1 " I 1.11-111.1 :.:::.'..'.." I-- .. " I.Y16, .'. 1 L 11, - I I . I 1. .1-1-1.1'............. " ... 11 ..... :: -111-111.1"............ I OF C, I ' L) 11 -1 . .1 -----.-.-.- I -'..............'--l".1, :X1.11", . 1.111.1.11 -"--'-'-'---'-'-'-'-'-' .'.'.'.'.'.'.'.' -1',' ,..,.i��,,-,.,.i.-,ii�i : -*x -. : ' i -i�!: 1' �1".- ,:"1:",*j. ..::::i I� 1: ..X ... :.i: 1::, .::: .,.. . 1:`"* 1.....::' " ,*'*'" " I ro j et LcLL - J ::::.*-,�::::'"'�-* : :j.i'.-.. ::i:.*;.*',."" . :% :. x ..::.i�--"""::,.:j.ii.11-".::1...:i:. -*I ..�:. ''.. -""� ' r_ :*j.ii�.--. :.i - -.:"-' .-.-",""- , , " % ' -:; . .:': 'j`---�: -." "':j!,'- ;'. ii ::i'--' :.--- :''I. ', 'i..j:--''' ''' SOUTHERN VALLEY LAND LLC �.1" 1- -1 11 -.%" .... ;.--" 11.11 ... ' I %,'...,"..'.... 1-1-1-1-11-111-1-1. '....""...'., ...... ,11". 0 a) ..... :X.. I.....".. .I......1.11 I".", ........ I ... - 11-1: STREET/STORM DRAIN PLANS " I I.I..........�..-.-,.i.......'.'.' '-'-'-'-' McALLISTER RANCH I 4--- -0 1.1-1-1-111, --,-,--.- TRACT 5900 1 1-1-1-1.1-1.1 '-1"-'---'�-'---'--1 W '.."....".""...'..',". ,...,.,.,...,.,...,.,.,.,.,.,.,-,.,.,.,.- 1-1-1-1-1-1-1-1-1-1 I Kom County, Calfforndia C" C .- 3: �..�...".,....,..."..�.-I.I...,-.,�", -0 1.1-1.1--.,.,.....,.,.....�...........,- : ,.....,.,.,.,...,.,.,.,.,.,.,.,.,.,...,� - T Wa L- 1-11,111, ---i"."...'.. 0 ,11,01.1 '....'......"..'.11ii.......: '****. .".........-il `X�i"- ....'...,".. 1E KEY MAP AND STREET NAMES M 0 I'll -- k1i, PZ-2 PM I I , I�1 L.) Ill r*-- 0) qqd- . .- N Ill scaw 0 N 11", 0 AS U WN > 1lllllllllllllllllllllllllllllll= . U 0 N 11-1` Shat - RoAm' n . lq- 0 / . N I I I I � GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 219.43 85.00 295.55 147"54'361" C2 17.69 35.00 9.04 28"57'18" C3 47.12 30.00 30.00 90,000'0,0" C4 47.12 30.00 X0.00 90,000,0,0", C5 17.69 35.00 9.04 28 °57' 18" C6 209.89 85.00 243.25 141 °28'40"' C7 47.12 30.00 30.00 90,100,00" C8 43.761 30.001 26.811 83 °34'04" PROP. GFL GRADES (LEFT) 335 330 325 320 BLUE RIDGE LN. (SEE SHEET 5) PO r*__ CD M vi C_� ro PO ro r- 4 �iw LLI Z Cr- LLJ (n I QC 0 0 1 77 111 11 1 CARESBAD AVE. 4) CABRILLO STREET NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. o -4- Irl- n o N 00 N C1l CV C-4 C-4 C-4 50' 75' 100 1�501­1 0E 1 m- 5'I I Iff N _W_ -V 0 5# 796" 10' R/W C/L R/W COMBINATION TYPE SIDEWALK TYPE "B" CURB AND GUTTER v I 4T%J M0 60'RIGHT OF WAY 2hiL,TYPICAL SECTIOt4 SCALE: NTS 9 NOTES.. 1.0' COMPACTED SUB-GRADE C01MBI NATION TYPE SIDEWALK TYPE "B" CURB AND GUTTER R-VALUE = 46 1. 95% COMPACTION REWIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ROADS AND A MINIMUM; OF 1.0' FOOT BEYOND GUTTERS ALONG FLOWLINE EXCEPT CENTERLINE CURVES. TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. C* PROP, GFL M C-4 GRADES 4N (LEFT) 8 9 10 11 12 13 14 335 330 325 320 PROP, GFL (0 40 - r___ n 14- l*-- PROP, GFL 00 Irl- GRADES C_� 0i C CD _� C-4 N C-i GRADES (RIGHT) (RIGHT) __R FL LINE EXIST NG GROUND GUTTER FL LINE (RIGHT) OPOSED GU _ER FLOWLINE (RIGHT) T ----------- 335 IM=332.52 335 32 2 F EP. GF 0 GFL33 1= 33 1. . 0 ow `��g� -0.36% -0.271; 1-10, 27% .0.36% 330 330 FL=327.80 325 M - ------- ------ C -1 - - - -325 Ld Q V) 320 320 O CY- F_ ry Q 00 M d 0 M U 0- 0 0 LLJ 00 L0 14t (0 L0 N 0 O 0) i C_� N pe) 10 12 13 LEGEN D 0 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0t WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CAL TRANS 2006 STD PLANS. CONSTRUCT TYPE "All CATCH BASIN PER C.O.B. STD D-14. D4 CONSTRUCT '112' WIDE" CROSS GUTTER PER C.O.B. STD ST-7. 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 @) CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. =+ INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. n INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. ................................................ PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING CATCH BASIN EJ EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN CONSTRUCT 161 RESIDENTIAL DRIVEWAY PER C.O.B. ST-5. 2 BY., 30WA* S %low 8U�'On1 RLb.16�823 APPROVED BY.• MARIAN P SHAW RCE 32178 (EXP 121JV14) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com Copy6ght R, w.rvod The Contractor shall verify and be responsible for all dirnonsitons. DO NOT scale the drawing - any errors or omissions shall be reported to Stontec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stontec Consulting Inc. Reproduction'- or use for any purpose other than that authofted by Stantec Consulting Inc. is forbidden. Construction Notes A ADDITION OF LOTS PER APPROVED VITM K H-- D 8-14-14 Rev ision By Appd. Date _y L_ 0 C" Re NGme: Cn E DWLn. Chkd. Dsqn. Date 0 .0 N O© LO 3 C" car Ln Client/Pr*t IL LLI �N OUTHER� VALLEY LAND LLC LA o 0 0) TREET/STORM DRAIN PLANS L0 ILL ER ►IST RANCH TRACT 5900 1 Korn County, C moiia Cn Tile _0 Q) -4.0 CAB ILLO STREET 0 0 PMO d- No. scale 2042497400 AS SHOWN Drawing No. Shoot Rov'w' n f - 0 C�i 01 3 R of 9 0 NOTES. - 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER RADIUS 3. ALL CURVES IN CURVE TABLE ARE MEASURED DELTA ROADS AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS 2195.00 ALONG FLOWLINE EXCEPT CENTERLINE CURVES. 1941'35" TO A DEPTH OF 12 INCHES. 4326 30.00 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT C3 17.69 35.00 WHERE NOTED AS FLOWLINE STATIONING. C4 405.9 1 1 2175.00 203.55 10'041'35" C5 37.88 2215.00 M Uj W U CY- I M Uj ::) 19.50 30.010 10.11 37 °14'11" CL W 2215.00 97.70 M Uj 0 46.46 0 29.34 co 0 r**- r__ 46.69 30.00 > 0 M _j CY- 35.00 u7 C-4 C) C12 + 85.00 X V) _j X M < 47.701 + C) + 91 °06'29" < M En < rilill 0 48 F<� _j U LO 0 0 0 to V) C) + lAkc- I 9 to 0 _j U_ n- 4- 50 on Pk' 16-* S; 12 31�'A y 51 15 Y.• MARIAN P SHAW RCE 32178 (EXP 12I31114) P GRADES (LEFT) 335 330 325 335 330 CABRILLp g` � TA? (SEE SHEET 3) ry Uj rl` 00 + 0 AA L Ilk CA CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C14 409.65 2195.00 205.42 1941'35" AVENUE NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. to CF) IN co 0 N 00 Cn (n C%4 1.0- 114- CN CN 4 4 n n M to to to to PO CO 4 PO KATMAS S �R6�ET HE GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 209.89 85.00 243.25 141028"40" C2 4326 30.00 26.81 83*34'04" C3 17.69 35.00 1 9.04 28*57"18" C4 405.9 1 1 2175.00 203.55 10'041'35" C5 37.88 2215.00 18.94 0'05847" C6 19.50. 30.00 10-11 37' 14'11 1 C7 19.50 30.010 10.11 37 °14'11" C8 195.28 2215.00 97.70 5*03105" C9 46.46 30.00 29.34 88'04326" C10 46.69 30.00 29.57 89'D 10'00" C11 17.69, 35.00 9..04 28 °57' 18" C12 221.07 85.00 306.69 149 °01 '05" F, C13 47.701 30.001 30.591 91 °06'29" STA.18+38.10 CARLSBAD AVENUE ft- A 1" 5O „ -50,60 50 501 751 100 N ML 1 =5#V1 E E W W'W 0 5' 71611 10' 00 QDLO Ui Ui PO PO ------------------------------------------------ - ------------------------------------------------ - -- -- - -- ---- ----- - - 8 9 10 11 12 13 14 15 16 17 18 19 20 325 1 ................................................. 320 1 ..... PROP, GUT 00 0 N Cn PO (0 Lo (0 C-� PO Vi Vi Vi GRADES PO PO PO to Pill PO PO (RIGHT ) 10 ................................... U CY- M LLI r1__ 00 00 0.3v/e 0.25% EXISTING -ROUND AT GYTTER FLOWLIN (RIGHT) 77 PD ROUND GUTJTR FLOWLINE FRIGHT) 0.76 09 5% 0 PROPOSED CROSS GUTTER FL ................................... ................................................ ................................................ .............................. 0 ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................ 0 C.) < CY- U ................................................ ................................................ ........................... ....... ......... .............. .......................... 1-i ........ -M .............................. cr_ 0 CY- M 0 OS LIJ M M 0 LIJ to C) C> Cn C-4 C-4 Pri Cn (P C) Cn to UO co 0 04 .................... ................................................ ................................................ ................................................ ................ ................................................ ................................................ ................. .......... 11 12 13 14 0.25% 00 00 Ito n ....... ................................................ 00 to ►OPOSED CR ITTER FL ....................................... 0 ............................................... ................................................ ................................................ ................................................ 0 cr_ CY- LLJ ............................................... .................. ....................... .................. ........................ ......... CY- C-) w M C) to N 00 PO 0) 00 C-4 C14 N UO rill M ............................................... ................................................ ................................................ ................................................ 15 16 rill 0) 4 4 'OSS ................................................. ................................................ ................................................ .... 335 325 320 PROP. GUT Ui PO GRADES PO (RIGHT) CY- ..... ................................................ ................................ ......... ................................................ ............................................... I 1 CY- M cis LLI 0 00 ..... ................................................ ................................................ ................................................ ............................................... 17 18 335 ........... i .......... ......... ....... 330 ................... ................................................ 325 ................... ................................................ 320 ................... ................................................ PROP. GUT GRADES (LEFT) Staintec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com The Contractor shall verify and be repo Bible for all dimensions. DO 1 NOT scale this drawing - any errors or omissions shall be reported to Stontec Consulting Inc. without dolay. The Copyrights to a designs and d rawings are the property of Stontec Consulting Inc, Reproduction or use for any purpose other than that authorized by Stontec Consulting Inc. is forbidden. Cons-truction Notes 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. D2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD. PLANS. 66 3CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14 4CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD.ST-7 5CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST-13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. n INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. < - INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. n Uj ................................................ PROPOSED SEWER LINE PROPOSED SEWER MANHOLE STREET/STORM DRAIN PLANS PROPOSED STORM DRAIN MANHOLE MCALLISTER RANCH PROPOSED STORM DRAIN TRACT 5900 1 EXISTING STORM DRAIN Korn County, Califorritia EXISTING CATCH BASIN Tite EXISTING STORM DRAIN MANHOLE C LSB D AVENUE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER Projoct No. Scale C.O.B. STD. ST-5. ADDITION OF LOTS PER APPROVED VITM KHD 8-14-14 Revision By Appd. Date 0 File Name: E Dwn. Chkd. Dlsgn. Date a 0 N 66 11111111111111111111j Or N 0 C, (n ,59W C'Pr*t n Uj SOUTHERN /ALLEY LAND LLC of V) 0 0) STREET/STORM DRAIN PLANS i MCALLISTER RANCH TRACT 5900 1 Korn County, Califorritia Tite _0 C LSB D AVENUE < 0 0 rn N 0 Projoct No. Scale 20,424974100 AS SHOWN > ng Sheet Revision Dr il No. N 0 �R of 9 PROP. GUT GRADES I C: cir k I m 335 330 325 3 X W mw I< > L 0 6 0 LLJ > IN LLJ 2!! 1 q; I U CJ Ui `� (�x v--- 0 Lo LLI o � M W4 Ito O C) ct LO Gi ft X M I-) C) + _J ,01.. Will- m C) < C-) m _j 0 0 0 C) C) U CABRILLO STREET V) 1 00 (0 (SEE SHEET 3) U) V) CN _j 1 (0) Irl- �<-- -J H 0 (n CL 16' DRIVEWAY col L 0 57 < Lo "qw 56E13 LO STA: 10+92-73 _j V) U") 3t 3r. _j 0 LO r1i > > LO U_ c1q 0 M CL 16' DRIVEWAY 0 V) STA: 10 +48.52 STA: 10+50.52 66 V) V) A A PA v�N _j __j 3 U-) I< > L 0 6 0 LLJ > IN LLJ 2!! 1 q; 4 I U CJ Ui `� (�x 0 U-) LLI o � M W4 Ito O _j 5 Gi ft X M I-) C) + _J ,01.. Will- m 101 -- < C-) m _j 0 0 0 C) C) U v U 1 V) 1 00 (0 + 0 U) V) CN PO cill n PO NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ROADS AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS ALONG FLOWLINE EXCEPT CENTERLINE CURVES. TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 59 U-) I< > L 0 6 0 LLJ > IN LLJ 2!! 1 q; U0 62 I U C3 Ui 0; Ld > 0 U-) LLI r1i M 04 W- Cill ft X M I-) ,I-- + Irf ,01.. Will- I<-- 101 -- W _j 0 v) 1 U v U 1 V) 1 UI`� Oil C3 Cill 8*W I I -I- 31� CURVE �I� Lrj LLJ > IN LLJ 2!! 1 q; X + I U 04 CN 31: ui Ui <>- CN X W (0 + > 1 C14 Uj > ft PO to + V) + ry LO 11 �N C) 0 m W U") o + C) C) m 00 0 + (0 in 0 to (0 + 0 o°O CN _j F V) 8 (0) Irl- �<-- -J H 0 (n < Co col Co F<-- (n V) W _j v) _j V) _j V) J I _j 0 17 CO _j (n f 9. C� 10.3 5R 0 CL 16' DRIVEWAY U_ o CN + 10 00 I I -I- 31� CURVE �I� Lrj LLJ > IN LLJ 2!! 1 q; X + W * D + 04 CN U-) 63 �zl* Ui _j 9 _j 10 m (0 + 00 to I I -I- 31� CURVE �I� Lrj A DELTA 47.12 > 25 U-) 63 �zl* Ui 3 X m + m (0 + 00 to ft PO to + V) V) Ir- 11 �N 0 + �N 12 mlW C%4 CURVE LENGTH Lrj 31: DELTA > 47.12 X o 25 U-) 63 �zl* LO �z 1'* 64 65 <>- LO IL'*o 6 4- LO 00 00 I n 010 14 to + V) V) + KATMAISTREET (SEE SHEET R) 1 =50'H 0 wt 75# 1002 P1 ill 5 v 9;v 9 n 72r." in N89-37909W ' CURVE LENGTH RADIUS 31: DELTA > 47.12 X o 25 U-) 63 �zl* LO �z 1'* 64 65 <>- LO IL'*o 6 4- LO LO > ®C A8 1 b lb u--) 9 I n 010 14 to + > 00 + > + + C) 00 + 0 + Li 0 > m + W 0i + U") CL 16' DRIVEWAY Q LC6 m U") in 0 to w m r*-- o°O CN STA: 10+76.82 V.- Irl- Vill- > < Co col col 70 Vill- 0 0) W _j v) _j V) _j V) J _j V) _j 0 17 CO _j (n f 9. C� 10.3 5R 0 CL 16' DRIVEWAY < o CN + 10 00 STA: 10 +48.52 -l-20 X A. Ik A A PA A I C6 24 N89-37909W ' + I - � C� Q C4 ,04 CURVE LENGTH RADIUS 31: DELTA > 47.12 X o ull + X cl 00 + to 85.00 CD ®C 3r, 13 of (n 010 14 + I - � C� Q C4 ,04 kD B Y.- ja� �.�1'R� I4 Is BLUE R1 D �� LANE oe ZIA" APP OVED BY.- A4ARIAP-i SHAW RCE 32178 (EXP 12/31/14) C114 NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. 00 0 ----------------- --- C-4 PO n PO PO ul") PO C) 23 � �s \ , '�1i SAS STA. 10+00 KATMAI STREET `�'\ a � `�,`°�s -9.� ti IA. 18+90.45 BLUE RIDGE LANE 03 2 22 7z to t7o GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 47.12 30.00 31: Uj r,*- LLJ r*.- cn LLJ L0 Cn Uj LO 85.00 1 295.55 ®C 3r, C3 17.69 35.00 9.04 > r4i ;?! 1 nj CY- 17.69 35.00 1110 > 28*57'181' C5 CY- to + CY- CF) m Ul X (30 m + + LC6 44.511 W 0 27.A_91_85'00 w L0 Q) to rill T_ Tide + All rn > < Co Till- (0 0) Pr■ d No. Scale (0 00 20 24974,00 AS SHOWN ,> 0 V) 15 j _j 0 V) 16 17 CO _j 0 V) 18, f 9. C� 10.3 5R 0 19 < o CN + 10 00 -l-20 CJ M � r J H CJ to 0 00 + 00 T_ rill 7 0 < - (Fn LL- kD B Y.- ja� �.�1'R� I4 Is BLUE R1 D �� LANE oe ZIA" APP OVED BY.- A4ARIAP-i SHAW RCE 32178 (EXP 12/31/14) C114 NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. 00 0 ----------------- --- C-4 PO n PO PO ul") PO C) 23 � �s \ , '�1i SAS STA. 10+00 KATMAI STREET `�'\ a � `�,`°�s -9.� ti IA. 18+90.45 BLUE RIDGE LANE 03 2 22 7z to t7o GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 47.12 30.00 30.00 990-0'0011 C2 219.43 85.00 1 295.55 147°54'36 C3 17.69 35.00 9.04 2F571 8" C4 17.69 35.00 9.04 28*57'181' C5 212.10 85.0,0 253.81 142°58'08" LC6 44.511 30.00, 27.A_91_85'00 10 11 12 13 14 15 Ib I it 10 1 U rn LO N PREP. GUT r__ 00 0-4 GRADES CD 0 6 clill C-4 M PO n rn n rn ro PO PO PO (FLIGHT) 340 335 330 325 ------------------- EXISTING GROUND AT GUTTE FLOWLINE (RIGHT) PROPOSED GUTTER FLO LINE (RIGHT) 0.6 0.2,15% 0 0 cr _ cr_ U 0 X C) W W_ m ry CY- m o- 0 C) Nrl-- 0 0) C*4 CF) CF) 14- C) CD PO rei C5 6 o6 00 0 T_ 8 9 10 11 12 13 14 10 -110 11 •0 10 Ar. v 335 330 325 340 335 330 325 PROP. GUT GRADES (LEFT) PROP. GUT GRADES (RIGHT) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fax. 661.616.2400 www.stantec.com Copyro,ht ReLarVed The Contractor shall verify anid be responsible for all dimensims. DO NOT stole the d1rawiing - any errors or 0-MIS-si shall be reported to Stiontec Consulting Inc. Without delay. The Copyrii to aril designs and drawings are the pro-perby of Stontec Cmsuffing Inc. Roproduction or use for any purpose other than that authorized by StGntec Consulting JLnc. is forViddan. Constrwtim, No-M LEGEN D 1 CONSTRUCT TYPE If B CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C. Q. B. STD. ST- 3. 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD. PLANS. CONSTRUCT TYPE A UArCH BASIN PER C.O.B. STD D-14. 4 CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD.ST lot - 5 CONSTRUCT TYPE M tv MEDIAN CURB PER C.O.B. STD ST-1 @) CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER ::.. :.::::. C.0.6. STD. ST -13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. ......... ....... ............. PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EX STING STORM DR AIN EXISTING CATCH BASIN El EXISTING STORM DRAIN MANHOLE EXISTIN G SURVEY MONUMENT PROPOSED CATCH BASIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C. 0. B. STD. ST -5. ADDITION OF LOTS PER APPROVED VITM KHD 8-14-14 By Appid. Date 0 as rn File Name: vz E Dwn. Chlkd. Dsigin. Date LO ai N rn _0 0 L) OF LLI V) cliorw1project SL OUT�IRNLLY LAND LLC V) 0 0 CY) STYE T /STEM DRAIN PLANS LLITI NCH TUT 59,00 1 Q) Kern County, Calffornia FZ Tide All rn X 'LU RIDGE LANE < Co 0) Pr■ d No. Scale 0 N 20 24974,00 AS SHOWN ,> ron * Ro o Drawing No. Sh ev N A� 0 N f 9. C� 10.3 5R 0 I PROP, GUT GRADES (RIGHT) 335 330 325 19 CL 16' DRIVEWAY qTA• 1 R-i-ni �n %..el- IV IJnIVL"1-%I STA: 18+29.34 R/w 20 PROP. GUT GRADES (LEFT) 340 335 330 325 BLUE RIDGE LI (SEE SHEET 5) LO 7 110 1`0 PO n C) czi n to (0 KA TMA l STREET NOTE.- LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. -------------- --------------- CN L6 co 34 *tb CL 161 EWAY STA: 18+13.78 10 11 12 13 14 15 (6 c6 6 r--: 6 6 Ili Ui n n In n PO PO PO PO n PO ro PO ro ISO PO PO n ro PO 340 335 330 325 509 75' 100' 1 =5011-1 0 111-5p -- m 0 52 796" 10 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ROADS AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS ALONG FLOWLINE EXCEPT CENTERLINE CURVES. TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. PROP, GUT GRADES (LEFT) PROP. GUT oo r-- 460 GRADES 4 PO IT� (RIGHT) EXISTI G GROUND A GUTTER FLOWLINE (RIGHT) � �a� -0.717o 0 7 Ir PROPOSED GUTT-R FLOWLINE (RIGHT) t . 9 0.70% 0.70tv 0 --3559 --------------------- - - - ------- 3 0 z LIJ 0 M ------------- LL - -------- ---- ---------------- --------- - CL- ------ M Cr 0 Cy- Of - 0 m m af m o- o- o- m 0 U-j U-j n CNJ CNJ W) 00 to C" (0 r*-- 01) C) N h N r-- 0 C-4 C� (6 6 CD LO r%. 00 CD LO 00 C:) (0 + + + + + + + + + + + ------------- 8 9 10 11 12 13 14 15 16 17 340 335 330 325 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 212.10 85.00 253.81: 142*58'08" C2 44.51 30.00 27.49 85*00'0011 _C3 17.23. 35.00 8.79 28012'32" C4 53.39 570.00 26.72 5 °22'01 " C5 45.29 30.00 28.22 86*29'51 " C6 194.41 530.00 98.31 21001'0211 C7 43.95 30.00 26.98 83*56'237- C8 52.55 570.00 26.30 5" 16'57" C9 17.69 35.00 9.04 28°57,18" C10 221.07 85.00 30-6.69 149'001'05 C11 47.70 30.00 30.59 91006129" C12 201.75 550.00 102.02 21001,62" CA CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C13 201.75 550.00 102.02 21 °01'02" ,LEGEND- CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. CONSTRUCT TYPE "A" WHEELCHAIR RAMP CAL TRANS 2006 STD PLANS. D3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD D 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 � CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. rr PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN N V CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST-5. 145 APPROVED BY.• MARIAN P SHAW, RCE 32178 (EXP 12I31114) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.00%00 Fax. 661.616.2400 www.stontec.com Copyright R . rv-ed The Contractor shall verify and be responsible for all dimensions, DO # 0 Mwirig - any errors or omissions- s NOT stoke the d !hall be reported to .9 Stontec Consulting Inc. without dolay. The Copyri-ghts to oil desigrts and drowings ore the property of Stontec Constuffing Inc. Reproductim or use for any purpose other than that outhorized by Stontec Consufting Inc. is forbidden. Construction Notes NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. LLB ADDITION OF LOTS PER APPROVED VITM KHD 8 -14-14 C Revision By Appd- Date 0 File Nome: E 0 Dwn. Chkd. Dsgn. Date co C%4 66 LO N Cn or Uj In i GN*rvvprojoct SOUTHERN VALLEY LAND LLC V) 0 0 0) i ST T /STOR DRAIN PLANS M LLIST I NCH TRACT 5900 1 �' Kern County, Caftmia Tile KATM I STREET' 0 0 cr) N 0 P No. scw-e N 21042497400 AS SHOWN Drawing No. Shoot Revision N 0 N C 104 6 R Of 9 Cq 1 14- N N - -4- 1 1.4- 1 1* r r-- c co 0 00 r r--- c co 340 335 330 325 509 75' 100' 1 =5011-1 0 111-5p -- m 0 52 796" 10 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ROADS AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS ALONG FLOWLINE EXCEPT CENTERLINE CURVES. TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. PROP, GUT GRADES (LEFT) PROP. GUT oo r-- 460 GRADES 4 PO IT� (RIGHT) EXISTI G GROUND A GUTTER FLOWLINE (RIGHT) � �a� -0.717o 0 7 Ir PROPOSED GUTT-R FLOWLINE (RIGHT) t . 9 0.70% 0.70tv 0 --3559 --------------------- - - - ------- 3 0 z LIJ 0 M ------------- LL - -------- ---- ---------------- --------- - CL- ------ M Cr 0 Cy- Of - 0 m m af m o- o- o- m 0 U-j U-j n CNJ CNJ W) 00 to C" (0 r*-- 01) C) N h N r-- 0 C-4 C� (6 6 CD LO r%. 00 CD LO 00 C:) (0 + + + + + + + + + + + ------------- 8 9 10 11 12 13 14 15 16 17 340 335 330 325 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 212.10 85.00 253.81: 142*58'08" C2 44.51 30.00 27.49 85*00'0011 _C3 17.23. 35.00 8.79 28012'32" C4 53.39 570.00 26.72 5 °22'01 " C5 45.29 30.00 28.22 86*29'51 " C6 194.41 530.00 98.31 21001'0211 C7 43.95 30.00 26.98 83*56'237- C8 52.55 570.00 26.30 5" 16'57" C9 17.69 35.00 9.04 28°57,18" C10 221.07 85.00 30-6.69 149'001'05 C11 47.70 30.00 30.59 91006129" C12 201.75 550.00 102.02 21001,62" CA CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C13 201.75 550.00 102.02 21 °01'02" ,LEGEND- CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. CONSTRUCT TYPE "A" WHEELCHAIR RAMP CAL TRANS 2006 STD PLANS. D3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD D 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 � CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. rr PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN N V CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST-5. 145 APPROVED BY.• MARIAN P SHAW, RCE 32178 (EXP 12I31114) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.00%00 Fax. 661.616.2400 www.stontec.com Copyright R . rv-ed The Contractor shall verify and be responsible for all dimensions, DO # 0 Mwirig - any errors or omissions- s NOT stoke the d !hall be reported to .9 Stontec Consulting Inc. without dolay. The Copyri-ghts to oil desigrts and drowings ore the property of Stontec Constuffing Inc. Reproductim or use for any purpose other than that outhorized by Stontec Consufting Inc. is forbidden. Construction Notes NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. LLB ADDITION OF LOTS PER APPROVED VITM KHD 8 -14-14 C Revision By Appd- Date 0 File Nome: E 0 Dwn. Chkd. Dsgn. Date co C%4 66 LO N Cn or Uj In i GN*rvvprojoct SOUTHERN VALLEY LAND LLC V) 0 0 0) i ST T /STOR DRAIN PLANS M LLIST I NCH TRACT 5900 1 �' Kern County, Caftmia Tile KATM I STREET' 0 0 cr) N 0 P No. scw-e N 21042497400 AS SHOWN Drawing No. Shoot Revision N 0 N C 104 6 R Of 9 CA CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C13 201.75 550.00 102.02 21 °01'02" ,LEGEND- CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. CONSTRUCT TYPE "A" WHEELCHAIR RAMP CAL TRANS 2006 STD PLANS. D3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD D 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 � CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. rr PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN N V CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST-5. 145 APPROVED BY.• MARIAN P SHAW, RCE 32178 (EXP 12I31114) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.00%00 Fax. 661.616.2400 www.stontec.com Copyright R . rv-ed The Contractor shall verify and be responsible for all dimensions, DO # 0 Mwirig - any errors or omissions- s NOT stoke the d !hall be reported to .9 Stontec Consulting Inc. without dolay. The Copyri-ghts to oil desigrts and drowings ore the property of Stontec Constuffing Inc. Reproductim or use for any purpose other than that outhorized by Stontec Consufting Inc. is forbidden. Construction Notes NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. LLB ADDITION OF LOTS PER APPROVED VITM KHD 8 -14-14 C Revision By Appd- Date 0 File Nome: E 0 Dwn. Chkd. Dsgn. Date co C%4 66 LO N Cn or Uj In i GN*rvvprojoct SOUTHERN VALLEY LAND LLC V) 0 0 0) i ST T /STOR DRAIN PLANS M LLIST I NCH TRACT 5900 1 �' Kern County, Caftmia Tile KATM I STREET' 0 0 cr) N 0 P No. scw-e N 21042497400 AS SHOWN Drawing No. Shoot Revision N 0 N C 104 6 R Of 9 ,LEGEND- CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. CONSTRUCT TYPE "A" WHEELCHAIR RAMP CAL TRANS 2006 STD PLANS. D3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD D 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 � CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. rr PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN N V CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST-5. 145 APPROVED BY.• MARIAN P SHAW, RCE 32178 (EXP 12I31114) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.00%00 Fax. 661.616.2400 www.stontec.com Copyright R . rv-ed The Contractor shall verify and be responsible for all dimensions, DO # 0 Mwirig - any errors or omissions- s NOT stoke the d !hall be reported to .9 Stontec Consulting Inc. without dolay. The Copyri-ghts to oil desigrts and drowings ore the property of Stontec Constuffing Inc. Reproductim or use for any purpose other than that outhorized by Stontec Consufting Inc. is forbidden. Construction Notes NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. LLB ADDITION OF LOTS PER APPROVED VITM KHD 8 -14-14 C Revision By Appd- Date 0 File Nome: E 0 Dwn. Chkd. Dsgn. Date co C%4 66 LO N Cn or Uj In i GN*rvvprojoct SOUTHERN VALLEY LAND LLC V) 0 0 0) i ST T /STOR DRAIN PLANS M LLIST I NCH TRACT 5900 1 �' Kern County, Caftmia Tile KATM I STREET' 0 0 cr) N 0 P No. scw-e N 21042497400 AS SHOWN Drawing No. Shoot Revision N 0 N C 104 6 R Of 9 P GRADES (LEFT) m ca + < 340 335 330 4RLSBAD AVE. (SEE SHEET 4) ARESBAD AVE. E SHEET 4) Ap A 0 LO Vi P-6 vivi PO L V) F- z z UJ 0 , Q- LO C) P n Fmw& A GKADES (RIGHT) 340 335 330 co C-0 9 10 11 STA. 10+64.5,8 PCC 43 0+90.55 OZARK.COURT 1.06 CARLSBAD AVENUE NE (LEFT) 340 OWLINE (LEFT) 335 330 NE (RIGHT) 340 WE (RIGHT) 335 330 NOTES. 0 751 100 1 =50'H 1 WE 51V 0 51 716" 10 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 186.87 40.00 41.66 267040'15" C2 19.13 25.00 10.06 43"50'08's C3 19.13 25.00 10.06 43'50'08`s- -C4 180.68 40.00 48.69 2518'48'31 C5 12.85 35.00 6.50 21002'22" C6 35.29 35.00 19.31 5746'09" C7 46.46 30.00, 29.34 88'04326" C8 46.69 30.0-0 29.57 89" 10'00" C9 19.50 30.00 10.11 3714' 11 so C10 19.50 30.00 10-11 37*14'11" C11 22.47 25.00 12.06 51029'14" C12 1 22.471 25.00 12.06 51'29' 14" 82 ��81\ A` 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ROADS AND A MINIMUM OF 1.0" FOOT BEYOND GUTTERS ALONG FLOWLINE EXCEPT CENTERLINE CURVES. TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. LEGEND 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. CONSTRUCT TYPE "A" WHEELCHAIR RAMP CAL TRANS 2006 STD PLANS. 3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. 4 CONSTRUCT "12' WIDE's CROSS GUTTER PER C.O.B. STD ST-7. CONSTRUCT TYPE "M11 MEDIAN CURB PER C.O.B. STD ST-18 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN ............................................... EXISTING STORM DRAIN EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST-5. KER 335 330 I W .................. Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 x ........ Bakersfield, CA 93309 X-X Tel. 661.616.00,00 X .. ........ ........... . Fox. 661.616.2400 .......... X1, www.stantec.cocm ------------------------------------------------------------------------- ....... ... XIX: 4RLSBAD AVE (SEE SHEET 4 Hi it CARLSBAD AVE. (SEE SHEET 4) NEEL C O U R T 0 co 1* 7 Lq LO PO -j < L) V) w0 0 00- 0 340 335 330 00 co 9 10 11 340 EFT) 335 330 335 330 URT NUE PROP. GUT GRADES (LEFT) &Wes Copyroht Rawmd The Contractor shall verify and be responsible for all dimonsions. DO NOT scale the drawing - any errors or omissions shall be reported to StGntec Consulting Inc. without delay. The Copyrights to GIJ: dmigins and drawings are the property of Staintec Consulffing inc. oproduction or use for any purpose other than that authorized by Stantoc Consulting Inc. is forbidden. PVED By-*J6%P1P$1**4J&AAW V Q9 12.30.'I5 oppp�l APPROVED BY.• MARIAN P SHAW RCE 32178 (EXP 1213V14)' ADDITION OF LOTS PER APPROVED VITM KHD 8-14-14 Rev 13Y Appd. Date 0 > File Name: E Dwn. Chkd. Gsg;n. Date IV% L6 0 CI' mVproject Uj SOUTHERN VALLEY LAND LLC Uj 0 0 LO STREET /TAR DRAIN PLANS co MCALLI TE NCH TRACT 597%mrV 1 Kern County, Califtnia TMe 0 ZARK COURT AND L CO! RT U 0 PMOd No. scale 20424974,00 AS SHOWN Q) > Drawi% No. ShNt ROAST N It 0 w 00 to + 0 ERIC SON DRIVE (SEE MAJOR ROADS PHASE 1. 1 IMPROVEMENT PLANS) STA.10+00 TORTUGAS AVE! IUE STA. 13+94.60 ERICKSON R. R/W M w 0 m LO n Lq 00 Nd- PO + + H N S! �, + 5 CABRILLO STREET (SEE SHEET 3) LO 53 04 53 1P I Or is P C1 R/W 2 ........... 3 1 0*4 m Q 0 M uj CABRILLO STREET LO ro LO LO SHEET 3) o6 (6 (6 U0 V) (n TORTUGA� AVENUE PROP, GUT to CD N GRADES (LEFT) �- -- EXI TING GROUND AT GUTTER F OWLINE (LE 340 335 PROPOSED G TIER FLOWLINm (LEFT) RIM=331,97 AS DEP. GFI.=331.25 _ EXISTI IG 24 0 5% RCP 00, OF-IPLACE 62 LF OF 24 RCP 330 FL=327.00 18"(IN)(S) FL=326.75 24"(OUT)(W) . ......... 325 ''� FL 326.61 (EX) ox W mu 0 Um LLj POOO ro 106 LOC",4 LO Q ++ + ....... 10 11 12 Cn PROP. GUT UO C-4 C-4 rn N PO GRADES PO (RIGHT) PO EXISTIN,'.7'% GROUND AT GUTTER FLOWLINE (LEFT) 340 PROPOSED GUTTER FLOWLINE ('10 335 R DEP. GFL= 31.25 -02,25% ,4696 330 PLACE 8 LF OF 18 CL-111 W RGJ AT S =O. 07 FL= 27.27 cv = 325 "� PO mu �m 0 m Ld 0 C**-= POW LO . LOC*-4 Ln O 0") ;0 -4- a66 (.6 o6 + + + + 10 11 12 55 0 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ROADS AND A MINIMUM OF 1.01 FOOT BEYOND GUTTERS ALONG FLOWLINE EXCEPT CENTERLINE CURVES. TO A DEPTH OF 12 INCHES., 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 50 75 100 1 =510 'Ho 0 52 726" 10 GUTTER FLOWLINE CURVE TABLE CURVE ERICKSON DRIVE N (SEE MAJOR ROADS PHASE 1. 1 Lo Ln - IMPROVEMENT PLANS) n W 30.00 to 9900'00" =o 43.95 Q � 26.98 83*56'23" R/W M w 0 m LO n Lq 00 Nd- PO + + H N S! �, + 5 CABRILLO STREET (SEE SHEET 3) LO 53 04 53 1P I Or is P C1 R/W 2 ........... 3 1 0*4 m Q 0 M uj CABRILLO STREET LO ro LO LO SHEET 3) o6 (6 (6 U0 V) (n TORTUGA� AVENUE PROP, GUT to CD N GRADES (LEFT) �- -- EXI TING GROUND AT GUTTER F OWLINE (LE 340 335 PROPOSED G TIER FLOWLINm (LEFT) RIM=331,97 AS DEP. GFI.=331.25 _ EXISTI IG 24 0 5% RCP 00, OF-IPLACE 62 LF OF 24 RCP 330 FL=327.00 18"(IN)(S) FL=326.75 24"(OUT)(W) . ......... 325 ''� FL 326.61 (EX) ox W mu 0 Um LLj POOO ro 106 LOC",4 LO Q ++ + ....... 10 11 12 Cn PROP. GUT UO C-4 C-4 rn N PO GRADES PO (RIGHT) PO EXISTIN,'.7'% GROUND AT GUTTER FLOWLINE (LEFT) 340 PROPOSED GUTTER FLOWLINE ('10 335 R DEP. GFL= 31.25 -02,25% ,4696 330 PLACE 8 LF OF 18 CL-111 W RGJ AT S =O. 07 FL= 27.27 cv = 325 "� PO mu �m 0 m Ld 0 C**-= POW LO . LOC*-4 Ln O 0") ;0 -4- a66 (.6 o6 + + + + 10 11 12 55 0 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER 3. ALL CURVES IN CURVE TABLE ARE MEASURED ROADS AND A MINIMUM OF 1.01 FOOT BEYOND GUTTERS ALONG FLOWLINE EXCEPT CENTERLINE CURVES. TO A DEPTH OF 12 INCHES., 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 50 75 100 1 =510 'Ho 0 52 726" 10 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 47.12 30.00 30.00 9900'00" C2 43.95 30.00 26.98 83*56'23" C3 1 45.291 30.001 28.221 86*29'51 Nom. JNI '.10 STA.12+01.73 KATMAI STREET T LINES AND LOT NUMBERS HAVE BEEN REVISED. R/W 35' C/L 35' 25' 25 23' 231 0.63' 10 0.631 PLANTER 11M11 5 TYPE 51 SDWK MEDIAN CURB SDWk 0.25 AC ....:...:..... COMBINATION TYPE V 1%. %. SIDEWALK P*. 3, TYPE "B" CURB AND GUTTER 0.45' AB 1.00' COMPACTED 340 SUB-GRADE 70' RIGHT OF X.A./AY R-VALUE = 46 335 TYPICA 1 330 325 340 1-IT) 335 RIM=332.52 330 =327.80 325 SCALE: NTS LEGEND- R/W "*--COMBINATION TYPE SIDEWALK TYPE "B" CURB AND GUTTER 340 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD, ST-1 WITH 5.01 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CAL TRANS 2006 STD PLANS. 3 CONSTRUCT TYPE "Al' CATCH BASIN PER C.O.B. STD D-14. CONSTRUCT "121 WIDE" CROSS GUTTER PER C.O.B. STD ST-7. ...... ''I CONSTRUCT TYPE "W" MEDIAN CURB PER C.O.B. STD ST-18 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. n INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. PROPOSED SEWER LINE 0 PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST-5. 335 330 325 335 330 325 ov F 1,EF'f Opp CFU-rvR� 1 ��S Et �jMPSSE ro n 1 10 N8b7 4 "L I I I cc) C3 R/ 2 ry m 1 W_ 5 I v M Uj Cy) 26 00 KATMAI STREET.; c06 0i (SEE SHEET 6) CREELEY STREET + + 0 0 (FUTURE IMPROVEMENTS) v), Ln Lo NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. m LO LO C-0 WAY 340 INE (LEFT) 10 11 12 04 00 PO n ................................ .70 LO C-0 PO PO ......................................... 335 330 325 EX STING GROU!N AT GUTTER LOWLINE (LE .. ............................... PROIFI..ED .... GIVTTER .... F(OWL-fNaE .... (RIG-1-1 340 7o- 0 67% 0.25 .......................................... ................................................. : ....................................... L) 0 m m m w U 0 n 01 to 00 M, CnO of T_ *14) P KnO + + + ................................................ ......................................... .. ................................................ ............................................. ............................................ 10 11 12 335 330 325 PROP, GUT GRADES (LEFT) bass Stantec Consulting Inc. 4700 Stockdole Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fax. 661.616.2400 www.stantecxom Copyright Remied The Contractor shall verify and be responsible for a dimensions. DO in * 0 NOT scale the drawing - any errors or omissions shall be reported to Stantec Consuffing Inc. Without delay. The Copyrights to all designs and drawings are the property of Stontec Consulting Inc. %production or use for any purpose other than that outhoriizod by Stantec Consulting Inc. is forbidden. Construction Notes "F IIIIIIIIIIIIIII /) � z 5-1 ED Y N P' G 6 OW- M, o4 V* Z3 ra I > 10A .3b •I C> 0I APPROVED BY.• MARIAN P SHAW RICE 32178 (EXP 12/37 /74) D AZI)IM014 OF LOTS PER APPROVED VFTM KHD 8-14-14 R 0 vm` n BY Appd. Date 0 0) Re Name: E Dwn. Child. Dsqn. Date- 66 IN M 1P or 0 C, Ld V) C1i0.ftvPr0jKt Uj SOUTHERN VALLEY LAND LLC Uj V) 0 0 IUD 0)_ STREET/STORM DRAIN PLANS I LLI TER RANCH J TRACT . , 1 Kern Colunty, CaRibm.4,18 .$ TiVe Jr-I < :2 0 %ftI lak SIG BEND WAY 0 co co Projed No. Sic-ale 0 941A %W1 - T SF�OWP1 0 Drawing No. Shftt-1 Rev!Wn IN 1_­ , 0 o A IN COB ASPHALT CONCRETE PAVING NOTES 1 • ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM— REFINED PAVING ASPHALTS," W SECTION 92 -1.02, "GRADES," OF THE STANDARD .SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02 "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3 ) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON —PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP —OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP —OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE , SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP —OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP —OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE E ORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN— PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN —PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET ' THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN —PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN —PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE 'TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT' THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL FOR LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE CMB ( ) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK." a Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833 -3288 Tel. 916.569.2500 Fax. 916.921.9274 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Motes Revision File Name: ESSI % 1 ` • O. 5993 Exp.3 -31 —08 m ° ° ° • ° OF CN C C mom . - -. -� By Appd. Date 0 -l` -06 Client/Project SUNCAL COMPANIES QO 0 Dwn, Chkd. Dsgn. Date ' COB ASPHALT CONCRETE PAVING NOTES Project No. f r 1844 00800 Drawing No. C -003 Scale IWO, 00 U V) Q V) V) Q E i Q) V) 0 s Q .,i r �I i 0 _5 �U 00 0 0 00 U Sheet Revision �- c N 9 of 9