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HomeMy WebLinkAbout1.1-5900 Ph 2GENERAL NOTES: (CITY STREET PLANS) 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD DEVELOPMENT STANDARDS DS 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 AN D 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. y:\ SHOULD FURTHER TESTING SHOW A LONER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL STREETS SHALL BE REDESIGNED ACCORDING TO THE LONER "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 SHORN. 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 NS CO TRUCTED 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, LES 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 UMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING R IN THE HE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF BAKERSFIELD E IELD DEVELOPMENT STANDARDS. 1 r ASPHALT HA S LT R EJUVENATI NG AGENT SHALL BE APPLIED TO NEW ASPHALT S HALT CONCRETE PAVEMENT AS DIRECTED Y B THE CITY ENGINEER, N ACCORDANCE CE WLTH THE E P R OVISION S IN „ . SECTION 37 BITUMINOUS SEALS" OF THE TAN S A , D RD P S ECIFICATIONS 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. 2 A - 0 ALL FRAMES AND COVERS ERS WITH I N THE STREET RIGHT-OF-WAY SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE NO. R -57. R 2.1. 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. 3. 2 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. 2_�. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAiKINS 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 O S DEP ART M ENT PRIOR T 0 ANY WORK KBE ING PERFORMED WITHIN EXISTING ACCEPTED STR EET EET 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 NG CITY OF BAKERSFIELD STANDARD DETAILS CURRENT EDITION APPLY LY 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 8c COVERS FOR MANHOLES ST -12 PAVEMENT PATCHES D -14 CATCH. BASIN TYPE "A" ST -1 4 STREET SPECIFICATIONS D - 17 GUTTER DEPRESSIONS ST -15 STREET CROSS SECTIONS T -1 STANDARD STREET SIGN (POST 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 "GREENBOOK," 30 IF REQUIRED .RED 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, ALL PERMANENT STRIPING AND MARKING SHALL BE THERMOPLASTIC PAINT IN CONFORMANCE WITH CAI-TRANS SPEC. 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT IN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT. PRIVATEENGINEE R S NOTICETOCOIN'TiRACTOIRS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOW- At 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 DRAINING. 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 32. 94 i,-Ox CE -r PMbR TO 7144 5 Ar OF AMY PKIMIC CF CtV VCT1 ; UE7 CITY - A -r 24 14OLPIM NYME ll*E sS 07 k* W v c*4 SECTW SAALL BE oWrAJ Mo LE 6 3l C x " i4m c6omcnoij lwZ 3KALL BE 1W 9 OF 71� IXYEVM-/ 0-9TW i E M W CA cog CE R,654lti TESTS VALL BE A611�9 _TK CITY &X44EER00 S TRE F TIS TORN DRA IN IA4PRO PLA t,'a A4CA L L IS TE ANCH -TRACT 5900 KERN COUNTY, CALIFORNIA � f t, Y \ \ \\ 95i :' - ` \ ♦ \\ _ \\ J: »': -tom \ b• ♦ - 4 _ ._. _ _ . / J \ p s ash \\ S r \ � ,� -`�,,sy. `\ � fir. •" .r•`- rr , `' F ' 53 �'� t�v `�` " / �j/ // 'x-. •- •^``sue "• \\ j / aj/ `: _........,.....- ! / a U. \ w \ ♦ \ \ F \ / Y \ / 58 } \ \ \ 59 5 1 a 9 - yjf _ 61 161 > v: 158 ct;« 62 182 een \ \ ; • 163 156 \ \ \ \ ♦ •. ✓Y \\ /, 'xq 155 45 s \\ i 65 154 ` / { 140 { .. {- ; / �� � 153 14 66 1 t"'� % c / 167 152 �'' 43 142 ..y > >/ 3 _ t r,r,.. • .k,t::r. aw.. }- 67 � 151 143 139 42t G 150 144 ' -yk { 68 1 138 41 :e 4 0 Cbl 1 Y,s t-- .s F.. .._.,..,: LL �� l� Qt� DRILLING ISLAND ems• ` x ,_... ,y; 146 +�9 135 147 1 137 143 136 149 y 400 ` Vol 133 • CONES r 70 111 - __ • 126 39 71 -� G "r - S U 1 2 32 - } 931 1 12 1 127 30 9 2s 38 z � 1 3 1 112 125 I- r y --------- M }, 86 _.. ----� 2 913 m � - - 915 113 124 �___ �,.. ,�.. -. 3 117 a� 1 r 18 1 91 - 20 121 _�•.� Y � 1 85 22123 t 6 11- Co 3 } 4 gg �t 5 84 353 - - -- - I BIG 13 L. J 4 _ _ r v A Y y _ 82 0 5 78 81 6 Q t k c 79 80 7 190 109 108 107 106 105 104 103 102 101 100 99 87 88 89 9 1 95 92 93 94 I 97 9� 34�_�_. - --� 33 _ } 32 t: ----- - --- -- - -- _J -_ 8 31 _- - - lift _ 30 ! S e AW&F (%9N 1500 WIN . v :s 29 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 } t ' _ } I ' ..:. _ . -. .. .. i%IM14¢lN'i � :c.:t :JC4k'gq_- .:.a•: rdi:. wT:u { <:cva.,:nnr� .:q�. ---------------- - - - - -- --------------------------------------------------------- ---------- - - - - -- --------------- ---------- ------ ---- - - - - -- - -- PA NA MA N10"fE: L4T VI•{ES Akb 1.b7' muMCtw6 ffitVF' $6EI4 9"tSEfl , INDEX MA SCALE: AS SHOWN NOTES FROM THE ENGINEER: ---------------------------------------- I -------------- 5900,2 P QF- �. 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. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT- OF -WAY AS DIRECTED BY THE CITY /COUNTY ENGINEER. 3, 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. At CONTRACTOR AGREES THAT ME SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SIDE 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. 1� PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY /COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. � COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOP ER /SUBDIVIDER /CONTRACTQR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY /COUNTY ENGINEER AND /OR IRRIGATION DISTRICT. y, 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.. W Ct'ii lIdSPE00119 WILL W FiDR TWC "1K ,W THIS Ai?f,^ UNM A S'V91pWSitaN KRWT 1 APPROPRATE S&CAM'Y *0 M1StJR"NCE "AS 'mil OM►WP. SHEET ivv. A 3R 4R 5R 6R 7R 89 9 Ft 1018 11K 12R 1. A ' c S17M F"-NCH, BAKERSFIELD CALIFORNir. l aricopa "J%, n. 'IN/TY MAP NO SCALE u m OWNER/SUBDIVIDER SOUTHERN VALLEY LAND 4LC 23G2. MORSE AVENUE F60*i G 92814 al 9�24f -8/W t3�• ,10 W et,r R c �: Alb. 65e23 (fXP, 9, 0 or ABM I P .` ACE 32178 (MCP I2131 114- ENGINEER STANTEC CONSULTING INC. f , f lEL ► - leL ro6l,,61-6--bO& Fax 66,1.6t6.2400 ww.sto rdec- om ENGINEER. i 3 5IA7ENrtN1 I HEREBY C. i � � T Y rhA T THESL. FLANS AND SPECIFICATIONS COMPLY WITH C/ l } r OF SAKF�-61-­IL .D ORDINANCES, STANDARDS AND DESIGN CRI TL RIA. ,AND THAT THEY l lCt_UD ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHL � REVIEW doARD. i AEI RESPONSBBLL f7OR ALL CALCULATIONS ANL - DRAWINGS ON 1 HESE PLANS AND ANY __ RRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES STA NDAR OS AND D D ESI N CRITERIA G SHALL E CORRECTED DURING CONS TFUCTION. R.C.E. No. 25993 EXP 31,57 3 - /GAD DA TE CITY OF BA. KER9FfELD RECOMMENDE�D FOR-APPROV"L SHEET INDEX DESCRIPTION RAUL ROJAS, PUBLIC WORK DIRECTOR R.C.E.39880 DATE TITLE SHEET KEY MAP AND STREET NAMES Aee In r BIG BEND WAY �5eTANT PUBLIC WORKS DIRECTOR q rE DESOTO AVENUE CITY OF BAKERSFIELD I IV Glal EC90 AYNJE � L-1,11111IL-IL-L-IL-IN GLW EC140 a- Y-i C R Mw REVIEWED BY TRAFFIC ENGINEER DA TE DUNGENESS WAY KOBUK STREET HOPEWELL LANE HOPEWELL LANE A PPRO. V ED BY." CONESTOGA WAY KERN COUNTY C.O.B. ASPHALT CONCRETE PAVING NOTES I HEREBY CERTIFY THAT THESE PLANS BEET OR EXCEED MINIMUM KERN COUNTY STANDARDS. BASIS OF BEARINGS: THE BEARING OF SOUTH 897J6`47" EAST AS SHOWN FOR THE SOUTHERLY LINE OF THE SOUTHEAS," QUARTER OF SECTION 22, T30S, R26E, A�. D. M., ON KERN COUNTY SURI✓EYOR'S FILED MAP 7- 7, BK 6, PAGE 33. BENCHMARKUSED.- TOP BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE AND VIA fGLESIA. ELEVATION-359.27 (U.S.G.S. DATUM) BENCHUARKSET.- 1 Ut' OF 2" IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP 3D SOUTH RANGE 26 EAST MOUNT DIABL 0 MERIDIAN. ELEVA TION= 348.19 U. S. G. S. DA TUB KERN COUNTY ROAD COMMISSIONER DATE APPROVED BY.• KERN COUNTY I HEREBY CERTIFY THA T THESE PLANS MEET OR EXCEED MINIMUM KERN �'OUNTY STANDARDS. DIRECTOR OF ENGINEERING AND SURVEY SERVICES ` DA TE v� _ MA TRH LIST I ESTIMATED QUANTITIES, NOT . _ TO BE USED FOR BIDDING PURPOSES ........... .f s r 7EAFT f A.C. PAVING 5,544 TONS t 4 t t 4 AGGREGATE BASE 3 ;S 1 ti ,911 CY F' DAM kr SUBGRADE PREPARATION 28,161 Sy t rrt 6" CURB & GUTTER 12,531 LF r' MEDIAN CURB 170 LF ............ { ,r SIDEWALK 49,295 SF a CROSS GUTTER 0 EA Jt n, WHEEL EL C HAI R RAMP 18 EA k RESID ENTIAL DRIV F WAY 167 EA 1 ;7 �r4 ,. � OVUM NT ENCASEMENTS 16 EA BARRICADE 0 LF ` s REMOVE BARRICADE 120 LF .......... r• r" 4 t t { ,ST O, DRA- ,ti } 18 STORM DRAIN I88 LF r " 24 STORM DRAIN 2) 402 LF 30 STORM DRAIN 94 EA t r TYPE A CATCH BASIN 17 LF „} t TYPE "B" JUNCTION BOX 2 EA DRAIN MANHOLE 4 EA AMM, 09 OF WT5 MR P9, : J t� h{ , t 1 a f � � uttrtY B r$ y Appd. Date oc� Revi�S 4 F i 1 LS k File Name: f D Ch%d. Dsgn. Date ,x t a✓ � y - j �ESS� /n ,I t C }� } 4, \ \V \1 • • • • 0 ht t z7t4t' " y �• 2 V 3 r' f 1 co Exp.3-3 i -08 4 - S..L 4: tt . C . jj-'''�� ............................................. f q , E` OF CNV /o ..M 1, V! co f ` tx , f Cl=inWr •ct r Q } r� SOUTHERN tLAND LLB rC rl STREET/ST0RM DRA PLANS ,r IVICALLI$TER RANCH TRACT 5900 2 i T c , t Kern County,l Catifibrnia Tz Title t a, { F t � 1 t - � Y TITL E SHLEET 0 o 0 Go J h 0 0 c z r Pry ect N�o• II 00 4 �\ l W r � t t tr r� t- - 1844 f} I SHOWN DraiInVVV � I I� 'tY✓'� ■ Sheet ��lt.� cot � ' r r. s C100:01 1 of 13 0 > 34�_�_. - --� 33 _ } 32 t: ----- - --- -- - -- _J -_ 8 31 _- - - lift _ 30 ! S e AW&F (%9N 1500 WIN . v :s 29 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 } t ' _ } I ' ..:. _ . -. .. .. i%IM14¢lN'i � :c.:t :JC4k'gq_- .:.a•: rdi:. wT:u { <:cva.,:nnr� .:q�. ---------------- - - - - -- --------------------------------------------------------- ---------- - - - - -- --------------- ---------- ------ ---- - - - - -- - -- PA NA MA N10"fE: L4T VI•{ES Akb 1.b7' muMCtw6 ffitVF' $6EI4 9"tSEfl , INDEX MA SCALE: AS SHOWN NOTES FROM THE ENGINEER: ---------------------------------------- I -------------- 5900,2 P QF- �. 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. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT- OF -WAY AS DIRECTED BY THE CITY /COUNTY ENGINEER. 3, 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. At CONTRACTOR AGREES THAT ME SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SIDE 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. 1� PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY /COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. � COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOP ER /SUBDIVIDER /CONTRACTQR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY /COUNTY ENGINEER AND /OR IRRIGATION DISTRICT. y, 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.. W Ct'ii lIdSPE00119 WILL W FiDR TWC "1K ,W THIS Ai?f,^ UNM A S'V91pWSitaN KRWT 1 APPROPRATE S&CAM'Y *0 M1StJR"NCE "AS 'mil OM►WP. SHEET ivv. A 3R 4R 5R 6R 7R 89 9 Ft 1018 11K 12R 1. A ' c S17M F"-NCH, BAKERSFIELD CALIFORNir. l aricopa "J%, n. 'IN/TY MAP NO SCALE u m OWNER/SUBDIVIDER SOUTHERN VALLEY LAND 4LC 23G2. MORSE AVENUE F60*i G 92814 al 9�24f -8/W t3�• ,10 W et,r R c �: Alb. 65e23 (fXP, 9, 0 or ABM I P .` ACE 32178 (MCP I2131 114- ENGINEER STANTEC CONSULTING INC. f , f lEL ► - leL ro6l,,61-6--bO& Fax 66,1.6t6.2400 ww.sto rdec- om ENGINEER. i 3 5IA7ENrtN1 I HEREBY C. i � � T Y rhA T THESL. FLANS AND SPECIFICATIONS COMPLY WITH C/ l } r OF SAKF�-61-­IL .D ORDINANCES, STANDARDS AND DESIGN CRI TL RIA. ,AND THAT THEY l lCt_UD ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHL � REVIEW doARD. i AEI RESPONSBBLL f7OR ALL CALCULATIONS ANL - DRAWINGS ON 1 HESE PLANS AND ANY __ RRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES STA NDAR OS AND D D ESI N CRITERIA G SHALL E CORRECTED DURING CONS TFUCTION. R.C.E. No. 25993 EXP 31,57 3 - /GAD DA TE CITY OF BA. KER9FfELD RECOMMENDE�D FOR-APPROV"L SHEET INDEX DESCRIPTION RAUL ROJAS, PUBLIC WORK DIRECTOR R.C.E.39880 DATE TITLE SHEET KEY MAP AND STREET NAMES Aee In r BIG BEND WAY �5eTANT PUBLIC WORKS DIRECTOR q rE DESOTO AVENUE CITY OF BAKERSFIELD I IV Glal EC90 AYNJE � L-1,11111IL-IL-L-IL-IN GLW EC140 a- Y-i C R Mw REVIEWED BY TRAFFIC ENGINEER DA TE DUNGENESS WAY KOBUK STREET HOPEWELL LANE HOPEWELL LANE A PPRO. V ED BY." CONESTOGA WAY KERN COUNTY C.O.B. ASPHALT CONCRETE PAVING NOTES I HEREBY CERTIFY THAT THESE PLANS BEET OR EXCEED MINIMUM KERN COUNTY STANDARDS. BASIS OF BEARINGS: THE BEARING OF SOUTH 897J6`47" EAST AS SHOWN FOR THE SOUTHERLY LINE OF THE SOUTHEAS," QUARTER OF SECTION 22, T30S, R26E, A�. D. M., ON KERN COUNTY SURI✓EYOR'S FILED MAP 7- 7, BK 6, PAGE 33. BENCHMARKUSED.- TOP BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE AND VIA fGLESIA. ELEVATION-359.27 (U.S.G.S. DATUM) BENCHUARKSET.- 1 Ut' OF 2" IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP 3D SOUTH RANGE 26 EAST MOUNT DIABL 0 MERIDIAN. ELEVA TION= 348.19 U. S. G. S. DA TUB KERN COUNTY ROAD COMMISSIONER DATE APPROVED BY.• KERN COUNTY I HEREBY CERTIFY THA T THESE PLANS MEET OR EXCEED MINIMUM KERN �'OUNTY STANDARDS. DIRECTOR OF ENGINEERING AND SURVEY SERVICES ` DA TE v� _ MA TRH LIST I ESTIMATED QUANTITIES, NOT . _ TO BE USED FOR BIDDING PURPOSES ........... .f s r 7EAFT f A.C. PAVING 5,544 TONS t 4 t t 4 AGGREGATE BASE 3 ;S 1 ti ,911 CY F' DAM kr SUBGRADE PREPARATION 28,161 Sy t rrt 6" CURB & GUTTER 12,531 LF r' MEDIAN CURB 170 LF ............ { ,r SIDEWALK 49,295 SF a CROSS GUTTER 0 EA Jt n, WHEEL EL C HAI R RAMP 18 EA k RESID ENTIAL DRIV F WAY 167 EA 1 ;7 �r4 ,. � OVUM NT ENCASEMENTS 16 EA BARRICADE 0 LF ` s REMOVE BARRICADE 120 LF .......... r• r" 4 t t { ,ST O, DRA- ,ti } 18 STORM DRAIN I88 LF r " 24 STORM DRAIN 2) 402 LF 30 STORM DRAIN 94 EA t r TYPE A CATCH BASIN 17 LF „} t TYPE "B" JUNCTION BOX 2 EA DRAIN MANHOLE 4 EA AMM, 09 OF WT5 MR P9, : J t� h{ , t 1 a f � � uttrtY B r$ y Appd. Date oc� Revi�S 4 F i 1 LS k File Name: f D Ch%d. Dsgn. Date ,x t a✓ � y - j �ESS� /n ,I t C }� } 4, \ \V \1 • • • • 0 ht t z7t4t' " y �• 2 V 3 r' f 1 co Exp.3-3 i -08 4 - S..L 4: tt . C . jj-'''�� ............................................. f q , E` OF CNV /o ..M 1, V! co f ` tx , f Cl=inWr •ct r Q } r� SOUTHERN tLAND LLB rC rl STREET/ST0RM DRA PLANS ,r IVICALLI$TER RANCH TRACT 5900 2 i T c , t Kern County,l Catifibrnia Tz Title t a, { F t � 1 t - � Y TITL E SHLEET 0 o 0 Go J h 0 0 c z r Pry ect N�o• II 00 4 �\ l W r � t t tr r� t- - 1844 f} I SHOWN DraiInVVV � I I� 'tY✓'� ■ Sheet ��lt.� cot � ' r r. s C100:01 1 of 13 0 > AMM, 09 OF WT5 MR P9, : J t� h{ , t 1 a f � � uttrtY B r$ y Appd. Date oc� Revi�S 4 F i 1 LS k File Name: f D Ch%d. Dsgn. Date ,x t a✓ � y - j �ESS� /n ,I t C }� } 4, \ \V \1 • • • • 0 ht t z7t4t' " y �• 2 V 3 r' f 1 co Exp.3-3 i -08 4 - S..L 4: tt . C . jj-'''�� ............................................. f q , E` OF CNV /o ..M 1, V! co f ` tx , f Cl=inWr •ct r Q } r� SOUTHERN tLAND LLB rC rl STREET/ST0RM DRA PLANS ,r IVICALLI$TER RANCH TRACT 5900 2 i T c , t Kern County,l Catifibrnia Tz Title t a, { F t � 1 t - � Y TITL E SHLEET 0 o 0 Go J h 0 0 c z r Pry ect N�o• II 00 4 �\ l W r � t t tr r� t- - 1844 f} I SHOWN DraiInVVV � I I� 'tY✓'� ■ Sheet ��lt.� cot � ' r r. s C100:01 1 of 13 0 > R/W COMBINATION TYPE SIDEWALK ALK TYP "B" CURB AND GUTTER C/L I= no* ® f 1 - 1 .a.�m.% y„ _ % 0.45' AB COMPACTED SUB-GRADE 60' RIGHT OF Vv VVAY A TYPICAL SECTION. 2 SCALE: NTS R —VALUE = 46 R/ C/L 35 35 25 25' 23' 23' I 0.63.2-- 10, 0.63 , PLANTER 5' TYPE „M" SDWK MEDIAN CURB 0.25' AC COMBINATION TYPE ` _ 1 +i • ♦ { + .• +' h • .+'ice f .. a SIDEWALK TYPE "B" CURB AND GUTTER 0.45' AB 1.04' COMPACTED SUB— GRADE 70'RIGHT OF WAY B TYPICAL SECTION Afft Z j SCALE: NTS R— VALUE = 46 APPROVED BY.• TO 904 304bw 13"iv74W /j ti s X tz„i Woo */10 W-1 DATE APPR-DI/ED BY.- MAR /AN P SHAW RCE 32178 (EXP _T 1 31/14) DATE R/W COMBINATION TYPE SIDEWALK — TYP "B" CURB AND GUTTER R/W �t 5 SD1K`� a�4 as / COMBINATION TYPE SIDEWALK TYPE B CURB , AND GUTTER \ • / fZ:7 1 I 44i IC Ns S Q 100' 150' 200' 119=loop . N� r }4 ....... ............._..:._..:.......:: PANAMA LANE . .............. NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. C� Stantec Consulting Inc. 4700 Stoakdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fax. 661.616.2400 www.stontec.com Copytht Roservied The Contractor shall verify and be responsi�b-le for all dimensions, DO NOT scaale the d ;rowing — any errors or omissions shall be reported to Stontec Consulting Inc. grit ,out clay. The Copyrights to 0l1 deesi(gns and drawings are the property of Staintec Consultiag Inc. Reproductim or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Nom LEGEND: PROPOSED EXISTING PIPE SIZE do DIRECTION DRAIN PIPE &MANHOLE DI LEAD & DI JK STREET LIGHT LOCATION PER C.B.D.S. S -31 ABBREVIATION,9_ AC ASPHALT CONCRETE AB AGGREGATE BASE B'CR BEGIN CURB RETURN BEG. BEGIN CB CATC H BAS I N C&G CURB AND GUTTER CA CENTERLINE CL CLASS CR CURB RETURN ECR END CURB RETURN EP EDGE OF PAVEMENT EXIST., EX. EXISTING FG FINISH GRADE FL FLOILI NE GB GRADE BREAK INV. INVERT ELEVATION K.C.D.S. KERN COUNTY DEVELOPMENT STANDARDS LT LEFT NG NATURAL GROUND DS DISCHARGE STRUCTURE P/L PROPERTY LINE PI PINT OF INTERSECTION PROP. PROPOSED PVMT. 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. STATI O N T.I. TRAFFIC INDEX TP TOP OF PAVEMENT La ADDITION OF LOTS PER APPROVED VTTM KHD 8 -14 -14 ;evn By Appd. gate >, _y 0 a� v� File Nome: E Dwn. Chkd. Degn. Date N N r N 3 N Of G1 Ld (n ClientlProject W W H �. SOUTHERN VALLEY LAND LLC Cn a, LO STREET/STORIM DRAIN PLANS/ MCALLISTER RA TRACT 5900 2 Kern County, California v ........... T le a� KEY MAP AND STREET NAMES P No. Scale N d' o / 2,042497400 AS SFIOWN > U Draw-ing No. .. S- t ovIn / v N N Cm002 2R of 13 11 12 W Z) �z W W W fL c; o ww w Ww � J °oo ++ OO <c 20' 20' 30' 30 GLEN ECHO AVENUE (SEE SHEEP 5) __ -513 # Des 0E 0' � nl NOTES: GUTTR FL T CUOK LENM R#M- DELTA C1 210.92 85.00 248.10 142° 10'37" C2 15.62 35.00 7.94 25 °3357" C3 16.85 420.00 8.43 2' 17'57" C4 50.58 1260.00 25.29 2° 18100" C5 48.34 30.00 31.25 92° 19'47" C6 48.34 30.00 31.25 92 194 7 C7 74.68 1260.00 37.35 3 23 45 " C8 15.99 35.00 8.14 26 . 1 10 37 " C9 1 2.91 9 82 .00 196.96 134 47 36 C10 44.50 30.00 27.49 84 °59'42" C11 234.95 1300.00 117.80 10 °21'19" C12 49.45 380.00 24.76 7 °27' 19" F_ C1 3 43.201 30.001 26.311 82"3,0'00"1 - TAKE CUOK LENM R#M- TANOW DETA C14 52.05 400.04 26.06 7 °27'19" C15 1 231.341 1280.001 115.98 10'21 ' 19" NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. 1 " =50'H0 50 75 100 1 =5'V >, 0 5 7S 10 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURE ALONG CREEL E Y S TREE AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. PROP. G T U7 # '' d' CD Cc3 M m N O GRADES to to I n LEFi' } f � � � n n n X I STI N G G 0 U D AT GUTTER FLOWLINE L FT } } } 340 � � � ----------------------------- ----------------------------- . �.E.. �X..___.I.STI,..N...�.G �..�. ...n.G�.�.vR .... U_ ND AT :_. ._....G.��...U.__...TT (R kFLOWLINE LE_. F.:AT..A.)..: - � P OPOSED GATT R FLOWL1NE LEFT) PROPOSED GUTTER FLOWLI E (LEFT) # t 0.347 0.26 3 - �0�' � -Q7 - 335 j } } 330 3.25 j r 320 ..�:.�:_:......� .� .:.�.: �. ::.V...::..� .�.. m .�......,..........�... :..._�. �..::.�. :�... �_.::..:: 0 CY- C-) 0 cr_ W_ X CY- CY- X 0 X X 0 0 0 0 0 0 0 CY- Cl- m m rZ W m W m W Ld m a_ { { O t* cD N } CU U) U7 r` (6 Ki O r` 00 O O (6 N 0i oc L0 r- 00 O CU c r) d- r` d- N + � 8 9 1 11 12 13 14 15 16 ................................................................................................... ................................................ ................................................ ................................................. ................................................ ................................................. ........................................................................................................................................................................................................................................................................................................ ............................... P R �'. GUT � � o N o m 0D LO G DES M n M M M M M M (RI HT) EXISTING GROUND AT GUTT R FLOWLINE (RIGHT) -PROPOSED TIER.... FL�WLI... �E (RIGHT) 340 .................................................. ................... � 0.38 95% - 5 % 0.35 335 ................................................. ................................................. ................................................................................................... ................................................. ................................................. ................................................................................................... ................................................................................................... .................................................................................................................................................... ................................................ .................................................................................................. ....................................................................................................................................................................................................................................................................................................................................................................................................................................... ............................... ...................._............................................................................................................................................................................................................................................................................. ............................... 330 ................................................................... ............................... 325 ................................................. . 3201 .. f ................ LEGEND rr= N N Ci I l j r f J r M G RAD f (LEFT), { GUT S 340--- 340 CONSTRUCT TYPE "E" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. -����� -Q.5 9; D2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD PLANS. CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D -14. 335 335. EX STING GROUND AT GUTTER LOWLINE (LE � D4 CONSTRUCT "12' WIDE" CROSS BUTTER PER C.O.B. STD ST -7. PROPOS D GUTTER FL WUNE (LEFT) D5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST -18 330 330 Q CONSTRUCT STD. 5URVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. # INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. En n - INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19. 3Z5 w 325 �- 0 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST- 1 4. 320 �� 320 ................ ............................... PROPOSED SEINER LINE mw v v cn= m w PROPOSED SEWER MANHOLE � P.O., a PROPOSED STEM DRAIN MANHOLE +�3 + + PROPOSED STORM DRAIN 11 12 13 EXISTING STORM DRAIN EXISTING CATCH BASIN �] EXISTING STORM DRAIN MANHOLE QEXISTING SURVEY MONUMENT ................................................. ................................................. ... .............................................. .......................................... .............................�R .... .GUT LO 1`0 �0 co 14- 04 PROPOSED CATCH BASIN � r--: r--: �b Gl M M (RIG T) � CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST -5. 340 340 .................................................................................................................................................................................................................... ............................... 340 0.25 - 0.25.. 0.3aw 335 335 ................................................................................................................................................................................................................... ............................... 335 PROPOS D GUTTER FL mLINE (RIGHT) EXISTING G OUND AT GU ER FLOWLINE (RIGHT) 330 330 ...................................................................................................................................................................................................................... ............................... 330 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ............................... 325 ................................................. ................................................. ................................................. ................................................ ................................................ ................................................. ................................................ ................................................. .............................................. ................................................ ................................................. ................................................ ................................................. ................................................ ................................................ 320 C-) m 0 m m m C-) m Ld m U n 0 U m L0 oo N � � � r00 c o N A&06D BY: J0&JAKe,%1WQ %AOTW FOP t2� 10 11 12 13 14 15 16 APPRO 8Y.• MARIAN P SHAW RCE 32178 (EXP 12131/14) 325 ......................................... .................................. ............................... 0 320 ................................... .............................................. ............................... o U N= m O c) ao ao rn� � n 04 014 J"J' .............................................. 12 U W 000 r= U7 13 325 320 Stantec Consulting Inc. 4740 Stockdole Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fax. 661.616.2400 www.stantec.com gum G h t el yr The Contractor shall verify nd be res onsrbble far all dimensions. . y p D0 NOT scale the dr wrn an errors or omrss�ons shall be r a � y reported to Stontec Consulting Inc. without delay Y t o a ll designs and drawings are the property of Copyrights tantec Consulting Inc. Reproduction or u for a S nsult � c � on purpose other than � th at author zed by Consulting 9 Inc. is forbidden. .... ".... <:.: Construction Notes ADDITION OF LOTS PER APPROVED VrTM KHD 8 -14 -14 Revision By Appd. Date O Fide Win E v Chic d. Ds 9 Dwn n. Date CD N co N m A47:4vy'j C'0� 7T C IN Ld CNndlProjxt Uj SOUTHERN VALLEY LAND LLC 0 0 0) L0 STREET /STORM DRAIN PLANS MCALLISTER RANCH ' TRACT 5900 2 Kern County, CaFfornia - Title CREELEY STREET AND 0 0 BIG BEND WAY Cr) O_ Prot NO scale 0 2042497400 AS SHOWN U O Drawing No. S' heet Reel on N N 0 C�i 01 3R of 13 X W m < L_j w r-1: r N + + z m >_ J W N N � W Ln M U C REELEY STREET + N + (SEE THIS SHEET) N 4 80 N 6' 2 w w 0 N �M N85'42124 "E N 81 � O N L � I 82 A � 2 W W 5 a� ry CREELEY STREET 83 M, (SEE THIS SHEET) 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURE ALONG CREEL E Y S TREE AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. PROP. G T U7 # '' d' CD Cc3 M m N O GRADES to to I n LEFi' } f � � � n n n X I STI N G G 0 U D AT GUTTER FLOWLINE L FT } } } 340 � � � ----------------------------- ----------------------------- . �.E.. �X..___.I.STI,..N...�.G �..�. ...n.G�.�.vR .... U_ ND AT :_. ._....G.��...U.__...TT (R kFLOWLINE LE_. F.:AT..A.)..: - � P OPOSED GATT R FLOWL1NE LEFT) PROPOSED GUTTER FLOWLI E (LEFT) # t 0.347 0.26 3 - �0�' � -Q7 - 335 j } } 330 3.25 j r 320 ..�:.�:_:......� .� .:.�.: �. ::.V...::..� .�.. m .�......,..........�... :..._�. �..::.�. :�... �_.::..:: 0 CY- C-) 0 cr_ W_ X CY- CY- X 0 X X 0 0 0 0 0 0 0 CY- Cl- m m rZ W m W m W Ld m a_ { { O t* cD N } CU U) U7 r` (6 Ki O r` 00 O O (6 N 0i oc L0 r- 00 O CU c r) d- r` d- N + � 8 9 1 11 12 13 14 15 16 ................................................................................................... ................................................ ................................................ ................................................. ................................................ ................................................. ........................................................................................................................................................................................................................................................................................................ ............................... P R �'. GUT � � o N o m 0D LO G DES M n M M M M M M (RI HT) EXISTING GROUND AT GUTT R FLOWLINE (RIGHT) -PROPOSED TIER.... FL�WLI... �E (RIGHT) 340 .................................................. ................... � 0.38 95% - 5 % 0.35 335 ................................................. ................................................. ................................................................................................... ................................................. ................................................. ................................................................................................... ................................................................................................... .................................................................................................................................................... ................................................ .................................................................................................. ....................................................................................................................................................................................................................................................................................................................................................................................................................................... ............................... ...................._............................................................................................................................................................................................................................................................................. ............................... 330 ................................................................... ............................... 325 ................................................. . 3201 .. f ................ LEGEND rr= N N Ci I l j r f J r M G RAD f (LEFT), { GUT S 340--- 340 CONSTRUCT TYPE "E" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. -����� -Q.5 9; D2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD PLANS. CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D -14. 335 335. EX STING GROUND AT GUTTER LOWLINE (LE � D4 CONSTRUCT "12' WIDE" CROSS BUTTER PER C.O.B. STD ST -7. PROPOS D GUTTER FL WUNE (LEFT) D5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST -18 330 330 Q CONSTRUCT STD. 5URVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. # INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. En n - INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19. 3Z5 w 325 �- 0 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. �- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST- 1 4. 320 �� 320 ................ ............................... PROPOSED SEINER LINE mw v v cn= m w PROPOSED SEWER MANHOLE � P.O., a PROPOSED STEM DRAIN MANHOLE +�3 + + PROPOSED STORM DRAIN 11 12 13 EXISTING STORM DRAIN EXISTING CATCH BASIN �] EXISTING STORM DRAIN MANHOLE QEXISTING SURVEY MONUMENT ................................................. ................................................. ... .............................................. .......................................... .............................�R .... .GUT LO 1`0 �0 co 14- 04 PROPOSED CATCH BASIN � r--: r--: �b Gl M M (RIG T) � CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST -5. 340 340 .................................................................................................................................................................................................................... ............................... 340 0.25 - 0.25.. 0.3aw 335 335 ................................................................................................................................................................................................................... ............................... 335 PROPOS D GUTTER FL mLINE (RIGHT) EXISTING G OUND AT GU ER FLOWLINE (RIGHT) 330 330 ...................................................................................................................................................................................................................... ............................... 330 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ............................... 325 ................................................. ................................................. ................................................. ................................................ ................................................ ................................................. ................................................ ................................................. .............................................. ................................................ ................................................. ................................................ ................................................. ................................................ ................................................ 320 C-) m 0 m m m C-) m Ld m U n 0 U m L0 oo N � � � r00 c o N A&06D BY: J0&JAKe,%1WQ %AOTW FOP t2� 10 11 12 13 14 15 16 APPRO 8Y.• MARIAN P SHAW RCE 32178 (EXP 12131/14) 325 ......................................... .................................. ............................... 0 320 ................................... .............................................. ............................... o U N= m O c) ao ao rn� � n 04 014 J"J' .............................................. 12 U W 000 r= U7 13 325 320 Stantec Consulting Inc. 4740 Stockdole Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fax. 661.616.2400 www.stantec.com gum G h t el yr The Contractor shall verify nd be res onsrbble far all dimensions. . y p D0 NOT scale the dr wrn an errors or omrss�ons shall be r a � y reported to Stontec Consulting Inc. without delay Y t o a ll designs and drawings are the property of Copyrights tantec Consulting Inc. Reproduction or u for a S nsult � c � on purpose other than � th at author zed by Consulting 9 Inc. is forbidden. .... ".... <:.: Construction Notes ADDITION OF LOTS PER APPROVED VrTM KHD 8 -14 -14 Revision By Appd. Date O Fide Win E v Chic d. Ds 9 Dwn n. Date CD N co N m A47:4vy'j C'0� 7T C IN Ld CNndlProjxt Uj SOUTHERN VALLEY LAND LLC 0 0 0) L0 STREET /STORM DRAIN PLANS MCALLISTER RANCH ' TRACT 5900 2 Kern County, CaFfornia - Title CREELEY STREET AND 0 0 BIG BEND WAY Cr) O_ Prot NO scale 0 2042497400 AS SHOWN U O Drawing No. S' heet Reel on N N 0 C�i 01 3R of 13 C/ L 'CURVE TABLE CURVE I LENGTH 1 RADIUS TAN 11 GENT T DELTA C18 55.33 300.00 27.74 10"34'02" C19 110.03, 1000.001 55.071- 6*18'14 " 1 2 LEGEND L Ld LLI Z: 00 w>_ > J 0 w Q Cr 0 (n I UJ LO 0 LO NIA R/W O � N 41 6 Ui 00 V)j Ln ................ se - - , .1 C22 8 r4 IC-) M CN F<- V) 1561157 LO (n >_ 3IM 3I� lc� >I� ?�N M "t Cl Lo < < _j F- �_ C-) I (n C-) 1 V) GUTTER FLOWLINE CURVE TABLE Uj zW W WI U-) 4 TANGENT Mi C20 IX M M N < N N 0 0 9.81 L0 0 F L0 00 + C-0 04 rn + C14 0 V) M CN 00 27.49 84059'42" LLJ 0 + + 10*34'021' M -%z 30.00 30.001 90"00'0�011 CF) IN ro V) L0 30.17 90.19'09" Lri 6 V) (D 00 ro to STORM KOBUK STREET 73 EXISTING SURVEY MONUMENT CONSTRUCT (SEE SHEET 9) CATCH BASIN PER C.O.B. STD D-14. n INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. i tv I I ................ se - - , .1 C22 8 r4 IC-) M CN F<- V) 1561157 LO (n >_ 3IM 3I� lc� >I� ?�N M "t Cl Lo < < _j F- �_ C-) I (n C-) 1 V) GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C20 192.91 82.00 196.96 134047'36pp C21 19.12 35.00 9.81 31"18'01" C22 14.11 280.00 7.06 2`53'18" C23 44.50 30.00 27.49 84059'42" C24 59.02 320.001 29.59 10*34'021' C25 47.12 30.00 30.001 90"00'0�011 �mlWl CURVE LENGTH RADIUS TANGENT DELTA C26 47.12 30.00 30.00 90*00'00' C27 50.32 30.00 33.38 96*06'231' C28 44.51 30.00 27.49 85*00'25" C29 107.82 980.00 53.97 6018'14" C30 112.231 1020.00, 56.17 6.18' 14" C31 47.1.2 30.00 30. GO 90,000,00" C32 47.291 30.001 30.17 90.19'09" Ll %Af -'AW 0 Lo L01 LC) C) CD < PEWEEL LN F­ (SEE SHEET 11) 162 16%3 >- 00 00 160 61 co < 1581159 >-- CO 00 LO Lq < LO W Lq lool 3C Lq LO 3: 0 C; W 10) 0 LLJ (0 U>j I > r-- Cc + + ()+ C)o + cr + 0 0 (0 CD '19 .1l I y _ _ _j 4 - ----------- o lye z N64's 24132 E C29 N58*0618 E o v� 00 CV < 0 Cj C19 T- 00 C30 y < N --------- L0 Q) Itl , -C 0 Uj N W1 + > CID Of + 34t < 00 < IN LO - W ui CN W > LLJ I - Ll in A 01-1 LLJ C-4 Ujjrl + M + 154X + of + W_ + W + (0 0 < Ca LO 2 W_ + v M (.01 to I (D 0 V) lot' V_ 76 al 00 V_ to I 1 ('01 V_ • • V_ T_ _j I LO 0 00 E5 V) ` 20' _j V) 18 0 149 147 1 0 -';*4'114 8 c1q r1l 153 152 151 150 0tv) V_ HOPEV'�LL LN. S V_ CY- CY cr_ CY- (SEE SHEET 11) M LLJ X CY- 7 - M C.) C-) M Mi Uj (-) w M 9) M M Li 0 M LLJ C.) Q 1C.) M Ld 0 LO CnL (0 LO (0 r*-- V) U0 LO LO r--- r-- (0 V_ LO (0 C'� C.�Illlll 00 li Pei Ki Q5 iN K) T_ q- + + V) (30 IN C*q L0 N + + 00 + + 0 + + + + + + + L0 + + + + C) C) V_ N C-4 C14 PO 01 0) a) rn F<- QF<� Q Q Q Q d < F < - F<� _ _ �I ��_ P 1W V) (n V) En -NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. 9 NOTES: 1 " =50 9 H 0 JIL 501 75# 100' 1"_5PV - E N 0 5# 7*6" 10 51 STA-19+61.56 DESOTO AVENUE STA.20+09.50 HOPEWELL LANE 48 47 1. 95% C PACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 0 0 0 0 o N p � r__ o 00 cD to 14- to c{j cD rn R1 � E S Q5 Ui U-i U-i to Wi PO PO PO M PO rn (LEFT) EXISTIN GROUND AT .UTTER FLOWL E (LEFT) PROPOS D GUTTER FLOWLINE (LEFT) 340 - ----- --------- -------- RIM= 35.96 DEP GFL= 35.29 R M=335.96 (C RIM 335.86 D 7_*P GFL=33 .2 3 DEP GFL=335.19 -011 -0.257,9 1. -0-42791 0.4 0.25% 0.26% 0. 2. 5% -0.25% 335 3% ... 330 PLACE 44 LF OF 18 CID LACE 575 LF OF 24" RCP F =331.05 18"' N)(N&S) CL-111 W RGJ AT S=O. 015 L-111 W/RGJ IT S=0.0010 T_ Fi.=331.05 24" UT)(E) FL=330. 8 241?(THRU)(1N&S) F - 331.17 m 18" IT CB#1 5 M M 325 .. .. .. .. .. .. .. 0 M --32-&- Of, C-) C-) W W= 0 W cr C-) U C-) MC.) U M M CL I ax-) o- LLJ Ld M LXL1 M LL1 0 om W (0 M 0) (00) QftD 04 T_ n (D (0 C) C-4 IN c1l C%4M 04 r*__ Ui-XO L0 04 00 C; L6 Lri LOCO L6 r**-- oo 00 LO 0000 04" LO N M to 320 8 9 10 11 12 13 14 15 16 17 18 19 20 -- ------------------- PROP. GUT GRADES O 0 6 l uO i n 6 u0 i UCi uCi co L0 C14- ) C010410 n 01* 0 Ui ui uiui ui PO PO PO rn ro n rn to PO Pon n (RIGHT) n n Ni n n Ni Ni PO PO PO ro npo PO .EXISTING GROJND AT GUI IER FLOWLINE (RIGHT) RIM=335.86 340 !MPO ---- UER _-- F RIM=335. 6 RI W =335.96 0.25% M=335L.98 rjq DEP GFL= 35.29 D GFL=335.29 - D P GFL=335.3 -01141 -00 - D25% 0 -0.38% - -0.25X 01.35.721.1 335 330 FL=335..*d2.4 FL 331.17 PLAC 7 44 LF OF 13" RCP L:;--330.44 L=330.35 F 2 "RCP � CL-11 W/RGJ AT S---0.0015 PLACE 80 LF 0 325 CL-111 W/RGJ AT IS .0011 X V CY- W_ W 0 M C-) C-) MU M C-) IC-) M coo M M LLJ 0 L.Li M OLLI (-) M LLJ M LLI 0 C-I C.) LO 0 cr) U-)(0 (0 rll 0 (0 Pon n Cll CD CN 9 U'l U-i (0 C%4 N P 6 f4-i 0 PI 320 CD 0000 LO Cl PO (0 1- -1- 7L - --------- C>r­ 00 10 11 12 13 14 15 16 17 18 1�` zu nn PROP, GUT GRADES (LEFT) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com Copyroht Rw- rved The Contractor shall verify and be responsible for all dimeinsions. 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 Stontec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden, Construction Notes J APP OVED By.• TOMMI C 13L11I/Pol RCE 69373 (xf 41w joll,111 1111 Od.011111 17-4l BY: MARIAN P SHAW RCE 32178 12/31/14) ADDITION OF LOTS PER APPROVED VITM GG 8-14-14 Revision By road. Date 0 cn Re Nom- e: E Dwn. Chkd. Dsgn. Date 0) EN U IN ICY) 3 cn PROP. GUT `�'� 0 GRADES '�a U C CN (RIGHT) Uj V) A 340 y �iri�k ��� � ") C HerittProject w Ld SOUTHERN VALLEY LAND LLC V) 0 0 LO 335 Z STREET /STORM DRAIN PLANS �i RANCH `� RACT 5 2 Kern County, California 33u Title #ft gal DE6UTO AVENUE 0 0 325 "' . ...... . N Pr*d No. scale N 20424974010 AS SHOWN 320 Drawing No. Sheet Rem''on 0 N ......... X X"I'l."I.I.I.IX C -102 4 R of 13 � ' CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED SEWER LINE EXISTING CATCH BASIN 5.0 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. ST -13. . PROPOSED SEWER MANHOLE El EXISTING STORM DRAIN MAN.-HOLE 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD PLANS. INSTALL STREET NAME SIGN PER C.O.B. STD, T-1. I* PROPOSED STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT CONSTRUCT TYPE it A it CATCH BASIN PER C.O.B. STD D-14. n INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD ST-7. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. PROPOSED STORM DRAIN PROPOSED CATCH BASIN INSTALL 95010 LUMEN STREET LIGHT PER C.O.B. ............................................... EXISTING STORM DRAIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY (5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 STD, ST -14. CONPER C.O.B. STD. ST-5. 9 NOTES: 1 " =50 9 H 0 JIL 501 75# 100' 1"_5PV - E N 0 5# 7*6" 10 51 STA-19+61.56 DESOTO AVENUE STA.20+09.50 HOPEWELL LANE 48 47 1. 95% C PACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 0 0 0 0 o N p � r__ o 00 cD to 14- to c{j cD rn R1 � E S Q5 Ui U-i U-i to Wi PO PO PO M PO rn (LEFT) EXISTIN GROUND AT .UTTER FLOWL E (LEFT) PROPOS D GUTTER FLOWLINE (LEFT) 340 - ----- --------- -------- RIM= 35.96 DEP GFL= 35.29 R M=335.96 (C RIM 335.86 D 7_*P GFL=33 .2 3 DEP GFL=335.19 -011 -0.257,9 1. -0-42791 0.4 0.25% 0.26% 0. 2. 5% -0.25% 335 3% ... 330 PLACE 44 LF OF 18 CID LACE 575 LF OF 24" RCP F =331.05 18"' N)(N&S) CL-111 W RGJ AT S=O. 015 L-111 W/RGJ IT S=0.0010 T_ Fi.=331.05 24" UT)(E) FL=330. 8 241?(THRU)(1N&S) F - 331.17 m 18" IT CB#1 5 M M 325 .. .. .. .. .. .. .. 0 M --32-&- Of, C-) C-) W W= 0 W cr C-) U C-) MC.) U M M CL I ax-) o- LLJ Ld M LXL1 M LL1 0 om W (0 M 0) (00) QftD 04 T_ n (D (0 C) C-4 IN c1l C%4M 04 r*__ Ui-XO L0 04 00 C; L6 Lri LOCO L6 r**-- oo 00 LO 0000 04" LO N M to 320 8 9 10 11 12 13 14 15 16 17 18 19 20 -- ------------------- PROP. GUT GRADES O 0 6 l uO i n 6 u0 i UCi uCi co L0 C14- ) C010410 n 01* 0 Ui ui uiui ui PO PO PO rn ro n rn to PO Pon n (RIGHT) n n Ni n n Ni Ni PO PO PO ro npo PO .EXISTING GROJND AT GUI IER FLOWLINE (RIGHT) RIM=335.86 340 !MPO ---- UER _-- F RIM=335. 6 RI W =335.96 0.25% M=335L.98 rjq DEP GFL= 35.29 D GFL=335.29 - D P GFL=335.3 -01141 -00 - D25% 0 -0.38% - -0.25X 01.35.721.1 335 330 FL=335..*d2.4 FL 331.17 PLAC 7 44 LF OF 13" RCP L:;--330.44 L=330.35 F 2 "RCP � CL-11 W/RGJ AT S---0.0015 PLACE 80 LF 0 325 CL-111 W/RGJ AT IS .0011 X V CY- W_ W 0 M C-) C-) MU M C-) IC-) M coo M M LLJ 0 L.Li M OLLI (-) M LLJ M LLI 0 C-I C.) LO 0 cr) U-)(0 (0 rll 0 (0 Pon n Cll CD CN 9 U'l U-i (0 C%4 N P 6 f4-i 0 PI 320 CD 0000 LO Cl PO (0 1- -1- 7L - --------- C>r­ 00 10 11 12 13 14 15 16 17 18 1�` zu nn PROP, GUT GRADES (LEFT) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com Copyroht Rw- rved The Contractor shall verify and be responsible for all dimeinsions. 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 Stontec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden, Construction Notes J APP OVED By.• TOMMI C 13L11I/Pol RCE 69373 (xf 41w joll,111 1111 Od.011111 17-4l BY: MARIAN P SHAW RCE 32178 12/31/14) ADDITION OF LOTS PER APPROVED VITM GG 8-14-14 Revision By road. Date 0 cn Re Nom- e: E Dwn. Chkd. Dsgn. Date 0) EN U IN ICY) 3 cn PROP. GUT `�'� 0 GRADES '�a U C CN (RIGHT) Uj V) A 340 y �iri�k ��� � ") C HerittProject w Ld SOUTHERN VALLEY LAND LLC V) 0 0 LO 335 Z STREET /STORM DRAIN PLANS �i RANCH `� RACT 5 2 Kern County, California 33u Title #ft gal DE6UTO AVENUE 0 0 325 "' . ...... . N Pr*d No. scale N 20424974010 AS SHOWN 320 Drawing No. Sheet Rem''on 0 N ......... X X"I'l."I.I.I.IX C -102 4 R of 13 � ' 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. 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD PLANS. CONSTRUCT TYPE "A" CATCH BASIN — C.O.B. STD D14. CONSTRUCT "12' WIDE" CROSS GUTTER C.O.B. STD — ST 5 CONSTRUCT TYPE I'M" MEDIAN CURB PER C.O.B. STD ST-18 CREELEY STREET (SEE SHEET 3) GL �N ECH4 A V�NU,� W W NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. PROP, GUT GRADES (LEFT) 340 335 330 325 320 PROP, GUT GRADES (RIGHT) 340 335 330 325 320! 0'%W 1 1 14 -1 j 14 94 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST -13. ............................................... PROPOSED SEWER LINE '19 C2 K) C) 30.00 < 82"30'00" of :24 EXISTING CATCH BASIN 30.00 INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. PROPOSED SEWER MANHOLE i?w EXISTING STORM DRAIN MANHOLE C6 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. PROPOSED STORM DRAIN MANHOLE + EXISTING SURVEY MONUMENT 35.00 INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. PROPOSED STORM DRAIN 2020.00 PROPOSED CATCH BASIN 0*52'05 to INSTALL 95010 LUMEN STREET LIGHT PER C.O.B. EXISTING STORM DRAIN GLEN 0 CONSTRUCT 16' RESIDENTIAL STD. ST -14. a) DRIVEWAY PER C.O.B. STD. ST-5. PROP, GUT GRADES (LEFT) 340 335 330 325 320 PROP, GUT GRADES (RIGHT) 340 335 330 325 320! 0'%W 1 1 14 -1 j 14 94 951 LENGTH rk-- O.Wi TANGENT ocy) 0) Wd + C) C2 K) C) 30.00 < 82"30'00" of :24 m- 161 30.00 Uj 9'37'09"W Uj 30.00 i?w V) C6 210.92 < 248.10 142* 10'37" + I GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C2 43.20 30.00 26.31 82"30'00" C3 — 47.12 30.001 30.00 90*00100" C4 47.12 30.00 30-00 90#00,00" C6 210.92 85-00 248.10 142* 10'37" C7 17.69 35.00 9.04 28'057'18" C8 30.60 2020.00 15.301 0*52'05 to Xt :X 1 #0-50 I H 0 50' 759 100 IV 1 NOTES 0 5 7'6 102 " 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.01 FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. m %W I 1 14 13 14 "A PROP. GUT GRADES (LEFT) 340 C) C) 335 '0 lr� < 00-N co F- U) Uj ,w U m j co 330 Z L.Li LIJ U) C) 3252 15320 PROP, GUT GRADES (RIGHT) 340 C) C) U") < 335 1- W Ld LU m W co iw W 330 V v 325 15 320 I APPROVED By.- 7* p4# C SLA#7b,#V Act 6 J9 A 10 0 oell � Zf /y I #11XVIT, BY.- MARIAN P 'SHA W RCE 32178 (EXP 1w2-137/14) `, , Stantec Consulting nc. 4700 Stockdale Highway, Suite 125 .......... Bakersfield, CA 93309 ::.::::..:. . Tel. 661.616.0000 :.: . Fox. 661.616-2400 X X ------------------------------------------------------------------------- www-stantec.co m Cop ft' oht Rnmed e iTh fy and be responGlIiWe for 011 dimensions. DO NOT scale the drawing — ony errors or omissions shall be reported to StGntec Consulting Inc. without delay, The Copyrights to all deeign-s and drawings we the property of StOntec Consulting Inc. R-Opiroduction or use for any purpose other than that authorized by Stontec Consulting Inc. is forbidden. Con*wion Notes ADI)ITION, OF LOTS PER APPROVED VI TM K H. -.-.D 8-14-14 on 13Y Appid, Date Firle Nome: 0 Dwn. Chkd. Dsgn. E 0 Date 0) ©o 3 LIJ V) clienvlp r*t IL / F- Lij SOUTHERN VALLEY LAND LLB LLI STREET/STORM DRAIN PLANS 0 0 LLITE RANCH TRACT 5900 2 Kern county, Caloomia Tie GLEN 0 0 q14- r111 a) Pmod No. 2042497400 N scare lq4- 0 CN AS SHOWN 0 She Revision I'-' N IWO- 0 !Q of ''i C CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 30.30 2000.00 15.15 0*52`05" GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C2 30.00 1980.00 15.00 0*52105" C3 30.60 2020.00 15.30 0*52`05" C4 17.69 35.00 9.04 28057128" C5 215.72 85.00 272.99 145024#36 C6 45.811 30.00 28.72 87030' LEGEND 1 CONSTRUCT TYPE 9B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD PLANS. 3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. 4 CONSTRUCT "12" WIDE" CROSS GUTTER PER C.O.B. STD ST-7. � 5 D CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 17 RIM= 35.86 RIM= .. 5.86 DEP. GFL=335.14 DEP. FL=335.14 335 FL= 31.03 18"(IN)(S) 330 FL= 30.56 24" (E&W) PLACE 40 LF OF 18" RCP FL=331.23 CL-111 W/-RGJ AT S=0.005 325 -50 0 +50 +100 SD PROFILE "1" C) C) Q� U-) U-) Ld w C1 .j w V) - -------- ---- F- 1 19 21 1 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ST-1 3. 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. PROP. GGRADES (LEFT) 0 0 LO lr� <X335 �. co �- bi w= Z U0 .j Uj Lu330 = cn 64m-.j Uj r Ln I IN GLEN ECHO A VENUE NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN ............................ PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN EXISTING STORM DRAIN HOPEWELL LANE (SEE SHEET 10) 1�1 it REVISED. EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST-5. 32 31 0� XO r 0 0 0 X 10 ---> \00� 01 10%. s>> 7 15 16 17 18 19 20 PROP. GFL GRADES INIM% (RIGHT) 340 C:) C:) � ; LO 335 U) LLJ LLI w= z (/) I Uj uJ 330 �C 325 PROP, GFL OnGRADES (LEFT) 340 [CBI. ". 330 .36 24"(W&N) 325 320 21 15 16 17 18 1 AM& 9 20 21 22" "" PROP. GFL GRADES (RIGHT) M 10 a A Wl 104 f jr jdejJp 4Lgj!Se!%, I go 1z I b::Z� 1ev jjpff&f Z-!4 Api:? koVED -By.. Y-AkIAN P SHAW ICE 32178 (EXP 12IJ1114) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com Copy,Nlht Re,Ned The Contractor shall verify and be res1ponsible for all dimensions. DO NOT scale the drawing - any errors I or omissions shall be- reported to Stantec Consulting Inc. without delay. The Copyrights to all desiqns and drowi,rv9s are the property of Stantec Cons,uiltirtg Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Cons-hiction Notes- ADDMON OF LOTS PER APPROVED VF rM KHD 8-14-14 1 " =50 1 H 0 W 75" 1001 1 5'9'V . _5 .N OTES. 0 7'6" 10' 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. . ........... SOUTHERN VALLEY LAND LLC 15 16 17 18 19 20 PROP. GFL GRADES INIM% (RIGHT) 340 C:) C:) � ; LO 335 U) LLJ LLI w= z (/) I Uj uJ 330 �C 325 PROP, GFL OnGRADES (LEFT) 340 [CBI. ". 330 .36 24"(W&N) 325 320 21 15 16 17 18 1 AM& 9 20 21 22" "" PROP. GFL GRADES (RIGHT) M 10 a A Wl 104 f jr jdejJp 4Lgj!Se!%, I go 1z I b::Z� 1ev jjpff&f Z-!4 Api:? koVED -By.. Y-AkIAN P SHAW ICE 32178 (EXP 12IJ1114) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com Copy,Nlht Re,Ned The Contractor shall verify and be res1ponsible for all dimensions. DO NOT scale the drawing - any errors I or omissions shall be- reported to Stantec Consulting Inc. without delay. The Copyrights to all desiqns and drowi,rv9s are the property of Stantec Cons,uiltirtg Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Cons-hiction Notes- ADDMON OF LOTS PER APPROVED VF rM KHD 8-14-14 R emon By Appd. Date Drawing No. Sheet Revisioin 0 .......... cml 04 Cn CN File N aime: E ..... awwroject Dwn. Chkd. Dsgin. Date 66 . ........... SOUTHERN VALLEY LAND LLC Ln :X X L0 �� 3 jl McALLISTER RANCH -0 TRACT 5.90-0 2 Q) Kern County, California . ............ .......... 0p ,� ............ . ............ Drawing No. Sheet Revisioin .......... cml 04 6R of 13 CN ...... awwroject Ld SOUTHERN VALLEY LAND LLC 0 :X X L0 �� STREET /STORM DRAIN PLANS jl McALLISTER RANCH TRACT 5.90-0 2 Q) Kern County, California TWe I�6�IrrID ;, _ �'�� �� GLEN ECHO AVENUE L) 0 .... ..... Prood No. Scale CN ........................ OMAUQUnn AR R WOW N > Drawing No. Sheet Revisioin .......... cml 04 6R of 13 CN 1--.1 C/L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 127.44 10,00.00 63.80 70 18'05" GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS I TANGENT I DELTA C2 199.24 85.00 201.74 134! 1811611 C3 17.69 35.00 9.04 28 °57' 18" C4 40.00 30.00 23.61 76"23'40" C5 129.98, 1020.00 65.08 7" 18'05" C6 124.89 980.001 62.53 7* 1810511, C7 17.69 35.00 9.04 28'57' 18" C8 209.79 85.00 242.81 141024'4919 C9 43.72 30.00 26.78 83*29'59' 72 co �0 A KO13IJ ry SREE-r 0 (S T M 9) 00 7 0 0 .LEGEND- GEYSER WA Y NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. 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 CALTRANS 2006 STD PLANS. CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. D4 CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD ST-7. � D 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 GEYSER WA Y NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. 55 54 53 52 HOPEWELL LANE (SEE SHEET 11) VED BY.-.,*.� �Mla i�t.ANT�J "RL�E Id�23 G1P 12.x• Ig APPROVED BY.• MARIAN P SHAW RCE 32178 (EXP 72/31/10 ........... 1 =50 H 0 wo 75' 1009 1 =5'V • 0 59 726" 10 NOTES. 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all di-men -signs. DO NOT scale the drawing - any errors or omissions shall be reported to StaIntec: Con .-suiting Inc. without doilay. The Copyrights to all designs and dmwings- are the property of Staintec Consutting Inc. Reproduction or use for any purpose other than that authorized by Stantec Con- suiting Inc. is forbidden. Construction Notes ........ ..... ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ... . 345 345-1 ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ 0 0 (0 C) PROP, GUT PROP, GUT -4t PO PO 0 L0 CD 0 0 r1--- r-- M Ui Ui (6 (6PO GRADES PO to ro ro P-0 PO GRADES ro I P-0 P-0 V I ND AT GUTTER F-OWLINE (LEFT EA1 ING GROU (LEFT) (LEFT) GUI PR POSED IER FLOWLINE (LEFT) ... .... ........................................... ................................................ 340 340 . ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................................... ................................................ ................................................ ................................................ ............... ......... ...... ............... .......................... ...... ......... ............ ....... ............... .............. rF -0.25% ---0 -0.35% 0.35% ............... .... .... .................... ...................... ................................................ ................................................ ................................................ ................................................ 335 335 . ................................................ .................................................................................................. ................................................ ................................................ ................................................ ................................................ ............................................... ................................................ ................................................. .......... ....... ........... ........... ........ . ............. ...... ........... :..:....... ADDITION OF LOTS PER APPROVED VrTM GG 8-14-14 ................ ................................................ ................................................ ................................................ 330 330 . ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................................... ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................................... 'i­­iiii Rv- n By Appd. Date 10 M ........ ................................................ ................................................ ............ 0 .............................. ................................................ ........... ....... ........ .. .... ............. ............. ....... ......... ........... .............. .......... ....... ...... ....... ....... 325 . . . . . . . . . . . . . . . . . . . . 325 . ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................ ......... ...... ...... ............ ........... ....... ......... ............. . . Of File Name: E 0 Qf Uj CL Uj M CL M Ld LO C) LO Dwn. Ch,kd. Dsqn. Date U") C) 00 00 LO r 6 Ui Vi C-4 0 � ?<' `- �_ € „�� of (0 00 PO - se..111, + + + + + + Veo-;00 + + + + ..... ................................................ ............................................... ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ......... ................................................ .................................... ............................................................. ................................................ ................................................ ......................................... ............................... ........................ ................................................ ................................................ ................................................ 8 9 10 11 12 13 14 15 16 17 18 U-i .. ........... 0 345 1* LO 345 PROP, GLUT Ln U0 0 PROP. GU T C GRADES Lri (6 POI ro PO Uj G RMD. �E S PO PO PO RIG < (RIGHT) r-EXISTING GROUND AT G ER FLOWLINE (RIGHT) ;. 340 ftiect LLJ 340- Ii., CN*n,,V LIJ - - - - - - - - SOUTHERN VALLEY LAND LLC �' 0 0 2 7to -0.2-6% U . 0 Ln 0.36 1950% : _� STREET/STORM DRAIN PLANS ------------- 335 335- MLISTER RANCH __�` TRACT 5900 2 Kin County, California S 330 33u Tie . -_� GEYSER WAY 0 0 .... Cn 325 325 W W C) M 0 0 t-A*ct No. scale m 0 M Uj M LLI 0 M LLJ C) 14- P10 1* ... 20424974-00 Q.�' S�"�OWN co 110- r',� Lq :' PO PO o LO 0 0; r--� r*%- C) 0 Drawing,No- Shoot Revis*& N + + + + + 0 + + + 10 .1 X: 12 13 14 15 16 C -105 7R Of 13 1 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD PROPOSED SEWER LINE EXISTING CATCH BASIN ST -13. PROPOSED SEWER MANHOLE EXISTING STORM DRAIN MANHOLE INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. PROPOSED STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. PROPOSED STORM DRAIN PRO POSED CATCH BASIN INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. EXISTING STORM DRAIN- CONSTRUCT 16' RESIDENTIAL DRIVEWAY STD. ST -14. CONPER C.O.B. STD. ST-5. 55 54 53 52 HOPEWELL LANE (SEE SHEET 11) VED BY.-.,*.� �Mla i�t.ANT�J "RL�E Id�23 G1P 12.x• Ig APPROVED BY.• MARIAN P SHAW RCE 32178 (EXP 72/31/10 ........... 1 =50 H 0 wo 75' 1009 1 =5'V • 0 59 726" 10 NOTES. 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all di-men -signs. DO NOT scale the drawing - any errors or omissions shall be reported to StaIntec: Con .-suiting Inc. without doilay. The Copyrights to all designs and dmwings- are the property of Staintec Consutting Inc. Reproduction or use for any purpose other than that authorized by Stantec Con- suiting Inc. is forbidden. Construction Notes ........ ..... ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ... . 345 345-1 ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ 0 0 (0 C) PROP, GUT PROP, GUT -4t PO PO 0 L0 CD 0 0 r1--- r-- M Ui Ui (6 (6PO GRADES PO to ro ro P-0 PO GRADES ro I P-0 P-0 V I ND AT GUTTER F-OWLINE (LEFT EA1 ING GROU (LEFT) (LEFT) GUI PR POSED IER FLOWLINE (LEFT) ... .... ........................................... ................................................ 340 340 . ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................................... ................................................ ................................................ ................................................ ............... ......... ...... ............... .......................... ...... ......... ............ ....... ............... .............. rF -0.25% ---0 -0.35% 0.35% ............... .... .... .................... ...................... ................................................ ................................................ ................................................ ................................................ 335 335 . ................................................ .................................................................................................. ................................................ ................................................ ................................................ ................................................ ............................................... ................................................ ................................................. .......... ....... ........... ........... ........ . ............. ...... ........... :..:....... ADDITION OF LOTS PER APPROVED VrTM GG 8-14-14 ................ ................................................ ................................................ ................................................ 330 330 . ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................................... ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................................... 'i­­iiii Rv- n By Appd. Date 10 M ........ ................................................ ................................................ ............ 0 .............................. ................................................ ........... ....... ........ .. .... ............. ............. ....... ......... ........... .............. .......... ....... ...... ....... ....... 325 . . . . . . . . . . . . . . . . . . . . 325 . ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ............................ ......... ...... ...... ............ ........... ....... ......... ............. . . Of File Name: E 0 Qf Uj CL Uj M CL M Ld LO C) LO Dwn. Ch,kd. Dsqn. Date U") C) 00 00 LO r 6 Ui Vi C-4 0 � ?<' `- �_ € „�� of (0 00 PO - se..111, + + + + + + Veo-;00 + + + + ..... ................................................ ............................................... ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ................................................ ......... ................................................ .................................... ............................................................. ................................................ ................................................ ......................................... ............................... ........................ ................................................ ................................................ ................................................ 8 9 10 11 12 13 14 15 16 17 18 U-i .. ........... 0 345 1* LO 345 PROP, GLUT Ln U0 0 PROP. GU T C GRADES Lri (6 POI ro PO Uj G RMD. �E S PO PO PO RIG < (RIGHT) r-EXISTING GROUND AT G ER FLOWLINE (RIGHT) ;. 340 ftiect LLJ 340- Ii., CN*n,,V LIJ - - - - - - - - SOUTHERN VALLEY LAND LLC �' 0 0 2 7to -0.2-6% U . 0 Ln 0.36 1950% : _� STREET/STORM DRAIN PLANS ------------- 335 335- MLISTER RANCH __�` TRACT 5900 2 Kin County, California S 330 33u Tie . -_� GEYSER WAY 0 0 .... Cn 325 325 W W C) M 0 0 t-A*ct No. scale m 0 M Uj M LLI 0 M LLJ C) 14- P10 1* ... 20424974-00 Q.�' S�"�OWN co 110- r',� Lq :' PO PO o LO 0 0; r--� r*%- C) 0 Drawing,No- Shoot Revis*& N + + + + + 0 + + + 10 .1 X: 12 13 14 15 16 C -105 7R Of 13 1 U %7 STA. 10+00 DUNGENESS WAY STA.12+80.00 KOBUK STREE O C3 KOBUK STREET + 0 (SEE SHEET 9) KOBUK STREET (SEE SHEET 9) NUIL: LUI LINLZ) ANU LUI NUWJLKJ HAVL t5LLN KLVIJLU. ---------------------------- 10) NE lot PROP, GUT GRADES (LEFT) I * 340 335 330 325 PROP. GUT GRADES (RIGHT) 340 335 330 325 38 7 N81 * 1 2'22"E STA.17+61-20 DUNGENESS WAY iOPEWEE��NE NOTES: STA.25+41.13 HOPEWELL LANE GUTTER FLOWLINE CURVE TABLE LEGEN D- LENGTH RADIUS TANGENT DELTA C1 17.84 280.00 0 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH C2 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD ............................................... PROPOSED SEWER LINE C3 EXISTING CATCH BASIN 30.00 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 90"00,00" ST -13. 47.12 30.00 30.00 90000,0!0" C5 45.06 30.00 28.00 86*0312311 PROPOSED SEWER MANHOLE 33.041 EXISTING STORM DRAIN MANHOLE � 2 D CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD PLANS. INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. PROPOSED STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT N 3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19. PROPOSED STORM DRAIN PROPOSED CATCH BASIN CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD ST-7. INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14. INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. EXISTING STORM DRAIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY � 5 D CONSTRUCT TYPE M" MEDIAN CURB PER C.O.B. STD ST-18 " STD. ST -14. CONPER C.O.B. STD. ST-5. PROP, GUT GRADES (LEFT) I * 340 335 330 325 PROP. GUT GRADES (RIGHT) 340 335 330 325 38 7 N81 * 1 2'22"E STA.17+61-20 DUNGENESS WAY iOPEWEE��NE NOTES: STA.25+41.13 HOPEWELL LANE GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 17.84 280.00 8.92 3*38'58 C2 29.22 320.00 14.62 5013'52" C3 47.12 30.00 30.00 90"00,00" C4 47.12 30.00 30.00 90000,0!0" C5 45.06 30.00 28.00 86*0312311 C6 50.02 30.00 33.041 95'31 ' 31 21 CA CURVE TABLE CURVE - LENGTH RADIUS TANGENT. DELTA C3 48.04 300.00 24.07 9* 10'29 n 1 0 501 75' 100' =50 HE %P%mpmm� 1 "-5*V I 0 5' 7961# 10 1. 957e COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 10 11 12 13 14 15 16 17 18 PROP. GUT GRADES (LEFT) 340 335 J. ILL k...fUMVE3 111 UUMVL I/ADLL MML ML/AZ)UMLU ALUNU FLOWLINE EXCEPT CENTERLINE CURVES. 330 00 kPofIED BY: VgWO4, AAMQ � UOdW V&Vj1L3 1EWT%4-30-%5 325 N APPROVED BY.- MAR P P 'N RCE 32178 (EXP 12IJ1114) PROP. GUT GRADES (RIGHT) 340 ?IM=336.06 335 330 --330.60 18'9(IN)(w) --330.10 24"(N&S) RCP 5 325 10 11 12 13 14 15 16 17 18 Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. ''.-6.61.616.0000 FGy. 661.616.2400 www.sta,ntec.com �711m- IBM - Copythit Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the draw *tng - any errors or omissions shall be reported to Stantec Consulfing Inc. without dolay. The Copyrights to all designs and drowings are the property of Stontec: Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec: Consulting Inc. is forbidden. I Construction Notes ADDI-nloN OF LOTS PER APPROVED VITM GG 8-14-14 Revision By Appd. Date 0 Q) C" File Nome: E 0 Dwn. Ch:kd. Dsgn. Date 0 36 LO A (6 C LLJ V) Uj CliienV-Projed V) SOUTHERN VALLEY LAND LLC 0 0 CY) L0 STREET/STORM DRAIN PLANS McALLISTER RANCH '� TRACT 5900 2 Kern County, Califorma 0 Title DUNGENESS WAY 0 0 rn N 0 Pr oje d-, No. Scale N 2042497400 AS SHOWN Drawing No. Shoot Revision N qqd- 0 N 6 cmi,061 8R of 13 CY m CY Uj m IS T 1 0 W 00 r o� C-13 Uj Uj 0 0 0 C) 0 0 CATCH BASIN PER GLEN ECHO AVENUE 4 CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD ST-7. > < C5 CZ4 + 00 LO + 0 00 L0 m U-j 0! 0 0 LLJ F_ V) V) LJ C) 0 C-4 + + 0 0 L0 + 00 - L0 + C) C) V) W < (n 01 U0 14- L6 L6 C_� CY) C%4 0 K) + Lo + + + + LO + U0 + LO CC] 0'm z N 04 n p1r) V_ i!� 7 7 96'*06'231" C13 47.12 30.00 30.0 -0 900001001" V) V) i5i Ln ;5 (n (n l 4�5 co C) 0 V) V) 30.00 9,0"00'00 RI =335.95 FL=331 23 C? 6 5.24 DEP. FL=335.25 cn r1__ 0 + DE GFL=335.24 +0 Q.36 GLEN ECHO AVENUE FL= 31.27 C%q L] (SEE SHEET 5) -O.. 2%o 0.25% m m N�8(� 0 m 0 201 -2 0 0- 0 00 3I°n I°n, 0 LO 3r. 0 0 U 13011 0 � 0 W 0 Ulu) 6 W QD Uj o6 W X W PLACE 29 L U m m 0 > 00 cr- + 0 > W 0 m + ry + X + m LO o� 85 U-) m OPO ro *LO LO m 0 Cn 0') CL-111 RGJ N- � C) C� LO I� C) C) C; C) a6 OL-0 C>C3 PO 0 L0 6 Lr) 00 L0 M -0 LO L0 FL= to V_ /W (N&S) Lri 4 < > r*__ 00 C ) + + + 00 mr­� > 000)Ci 11111111 ............ c6 ui (0 + JIB F_ (0 + _j Q F- _j Q (n + V) + + + 14 z 14 � . '° r%_ 7 91 4 cc 0- 71 0. 0- :> to m+ 0 00 W W ` 0 7 �p m Uj to CD 00 73 q + + 410 p 4' OLP LO LO 0 NO- * 0• ocool 0#1 A I>. - (10 k. 4000'0 4 1110 0" 5 � 4--. �- �- y' V00,00 1It �e C13 7' CN R/W 'A " U ZA o.. I N It A- I 1\ © 3 C 14 00022'51 11E 12 STA. 10+00 KOBUK STREET 15 a, 17 1 N C4 STA. 12+68.19 GLEN ECHO AVENUE STA.12+86-87 GLEN ECHO AVENUE CB#3 N00*22 151 "E Aft L X 15 N27-46157 E- LO CURB AND GUTTER T 1 0 W 00 r o� C-13 16 I. 3 3 CONSTRUCT TYPE "A'2 7 91 4 cc 0- 71 0. 0- :> to m+ 0 00 W W ` 0 7 �p m Uj to CD 00 73 q + + 410 p 4' OLP LO LO 0 NO- * 0• ocool 0#1 A I>. - (10 k. 4000'0 4 1110 0" 5 � 4--. �- �- y' V00,00 1It �e C13 7' CN R/W 'A " U ZA o.. I N It A- I 1\ © 3 C 14 00022'51 11E 12 STA. 10+00 KOBUK STREET 15 a, 17 1 N C4 STA. 12+68.19 GLEN ECHO AVENUE STA.12+86-87 GLEN ECHO AVENUE CB#3 N00*22 151 "E Aft L X 15 N27-46157 E- LEGEND 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH TANGENT r 2 CONSTRUCT TYPE "A" 16 I. 3 3 CONSTRUCT TYPE "A'2 CATCH BASIN PER GLEN ECHO AVENUE 4 CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD ST-7. (SEE SHEET 5) U X m! C.O.B. STD ST-18 m U-j 0! 0 0 0 0 0 0 0 C) 0 C-4 + N + 0 L0 + 00 - L0 + C) C) 0 C) < (n 01 U0 LEGEND 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 WITH TANGENT 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD PLANS. 3 CONSTRUCT TYPE "A'2 CATCH BASIN PER C.O.B. STD D-14. 4 CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD ST-7. + CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST-18 KOBUK 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. STREET 0 j�>\ ll LO \ '0\ 0 tid do 3° d �l�' .�p�Pic O�gO SNF. 14- OX 0 M; Uj 0 0� ro C-1 Lo Lo (0 + 00 (7) (0 + + C-0 00 i5 V) V) V) 61 68 STA. 18+46.41 KOBUK STREET STA.10+00 GEYSER WAY 67 C6 �/W 66 C8 \� ti 173 A�� \� 1 \� o ti 0 104\ A 01 X 0 W m O C-4 C) ro + + 00 00 V)1 0 W1 75" 100' 1"-50*H 1 _5'V 0 5' 716" 101 GUTTER FLOWLINE CURVE TABLE CURVE (SEE SHEET ) RADIUS TANGENT 3 G`� C1 47.1 > 0 0 Ae- N A 155 C) r---m" wia. LO R/W Uj 0 3W 00 00 + CO p + + m Uj 207- 20' 9 Uj lo I to lir- �t�' 1161 92 115 30 0 V) _j 0 V) 0 I, 0 DUNGENESS ^WAY 118 00 1*1 Lo 17 KOBUK 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. STREET 0 j�>\ ll LO \ '0\ 0 tid do 3° d �l�' .�p�Pic O�gO SNF. 14- OX 0 M; Uj 0 0� ro C-1 Lo Lo (0 + 00 (7) (0 + + C-0 00 i5 V) V) V) 61 68 STA. 18+46.41 KOBUK STREET STA.10+00 GEYSER WAY 67 C6 �/W 66 C8 \� ti 173 A�� \� 1 \� o ti 0 104\ A 01 X 0 W m O C-4 C) ro + + 00 00 V)1 0 W1 75" 100' 1"-50*H 1 _5'V 0 5' 716" 101 GUTTER FLOWLINE CURVE TABLE CURVE (SEE SHEET ) RADIUS TANGENT . DELTA C1 47.1 30-00 W X C Y_ W m U') m M* 0 U m m Uj m Uj 190.40 0 m Uj C5 0 C) 0 0 C; 00 + 00 1*1 Lo C) 134 °18'1 fi" C7 17.69 C> 0 14- L6 L6 C_� CY) C%4 LO K) + Lo + + + + LO + U0 + LO + to (0 04 04 n p1r) V_ i!� 7 7 96'*06'231" C13 47.12 30.00 30.0 -0 900001001" V) V) i5i Ln ;5 (n (n l 4�5 co F_ V) V) V) 30.00 9,0"00'00 RI =335.95 FL=331 23 DEP GFL-,5''I KOBUK 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. STREET 0 j�>\ ll LO \ '0\ 0 tid do 3° d �l�' .�p�Pic O�gO SNF. 14- OX 0 M; Uj 0 0� ro C-1 Lo Lo (0 + 00 (7) (0 + + C-0 00 i5 V) V) V) 61 68 STA. 18+46.41 KOBUK STREET STA.10+00 GEYSER WAY 67 C6 �/W 66 C8 \� ti 173 A�� \� 1 \� o ti 0 104\ A 01 X 0 W m O C-4 C) ro + + 00 00 V)1 0 W1 75" 100' 1"-50*H 1 _5'V 0 5' 716" 101 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT . DELTA C1 47.1 30-00 3000 It 90,00'0Q" C2 47.12 30.00 30.00 90*00'00" C3 166.43 480.0-0 84.06 19'051'56 C4 190.40 520-00 96.28 20"58'45" C5 17.691 35.00 904 28"57'18 C 199.24 85.00 201.74 134 °18'1 fi" C7 17.69 35.00 9.04 28'057'18" C8 40.00 30.00 23.61 76023'40" C10 47.12 30.00 30.00 90000'00" C11 47.12 30-00 30.00 90,000,00", C12 50.32 30-00 33.38 96'*06'231" C13 47.12 30.00 30.0 -0 900001001" C14 44.51 30.00 27.49 85000'25" C15 47.12 30.00 30.00 9,0"00'00 CURVE TAB LE CURVE LENGTH RADIUS TANGENT DELTA C9 226-65 500-010 115.31 25 °58' 19" V NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED. ............................................... PROPOSED SEWER LINE l P =336.66 EXISTING CATCH BASIN N OTES. PROPOSED SEWER MANHOLE GFL=335.24 EXISTING STORM DRAIN MANHOLE DER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UN FLOWLINE EXCEPT CENTERLINE CURVES. UO LO -Q.4 % 2,-r-e RIM=335.9 DEP GFL= 35.24 0.25% ----------- AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH PROPOSED STORM DRAIN MANHOLE IN EXISTING SURVEY MONUMENT OF 12 INCHES. PROPOSED STORM DRAIN PROPOSED CATCH BASIN 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE rn M FLO ro INE (RIGHT) EXISTING NOTED AS FLOWLINE STATIONING. EXISTING STORM DRAIN N _y CONSTRUCT 16' RESIDENTIAL DRIVEWAY POSED GUTTE FLOWLINE (1GHT) R =336.34 CONPER C.O.B. STD. ST-5. - --------- I - -------- --------- PROP, GUT or - - -------- (D to 0 to to C) 00 14- M 0 a I*rn LO LO 00 1q: U� 1p 17! 7 LO U11 U") LO uiui LO GRADES LO to M M ro n n n ffir) to V1 PO PO PO rn ro V1 rnrn K) rn PO PO (LEFT) EXISTING GR ND AT GUTT R FLOWLINE (EFT) K) -PROPOSED G TIER FLOWLI E (LEFT) RIM= 35.97 340 - - 335 330 325 320 PROP, GUT GRADES (RIGHT) 340 -------------- 1=336.04T L U) U) l P =336.66 PVI=336.04� C) + ............ UO LO + RIM =:335.96 DEP, 0. t27e GFL=335.24 C) CX" LO 0 U') UO LO -Q.4 % 2,-r-e RIM=335.9 DEP GFL= 35.24 0.25% ----------- PO PC) Lri Lri PO PC) PO U-i M LO Ulu') M POVI porn M M ro n PO rn M FLO ro INE (RIGHT) EXISTING GROUND AT GJTTER FLOWLI E (RIGHT) 35.80 PR POSED GUTTE FLOWLINE (1GHT) R =336.34 PROPOSED GUTTER --- ------------ RIM= r RIM=335.9�,, RIM=3"5.97 FL=331.42_4 RI =335.95 FL=331 23 DEP GFL-,5''I 5.24 DEP. FL=335.25 DE GFL=335.24 LO Q.36 FL= 31.27 L] 45% -O.. 2%o 0.25% m m m 0 0 0- m 0 Cf LLJ ry V) 0 U 0 � 0 W 0 Ulu) 0 Cl) CY- m _j z 0 d X W PLACE 29 L U m m 0 0 > > 0 > W 0 0 > X > CL 0 6 PLACE 36 LF. m LO m 00 U-) m OPO ro *LO LO LL10 LOLO Cn 0') CL-111 RGJ N- 0 (0 C) C� LO Cn U? n C) C) C; C) a6 OL-0 C>C3 PO 0 L0 6 Lr) 00 L0 M -0 LO L0 FL= 6 0 V­ (N&S) Lri 4 < > r*__ 00 C ) + + + r'__'m* C� V"yn L0 ++ + mr­� > 000)Ci 11111111 ............ c6 ui (0 + md- + (0 + co + C" FL= 0 31.05 24 "(0 U-) C5 + + + + + + 14 + 15 m 16 17 18 19 20 2 10 11 12 13 0 CY- CP m CY- w 0- 1,10 WM CY- m (Jm Um 0 CY- CY- 0 U�F LLJ 07- m 0 m Cl- CY- 0 m L0 00 PO CD 0K) FL= 33 1. PLACE 49 LF OF 1 CL-111 RGJ AT S=0- 325 320 _T (0 C) 0 LO C) C) C) CX" LO 0 U') UO LO a) PO PC) Lri Lri PO PC) PO U-i M LO Ulu') M POVI porn M M ro n PO rn M FLO ro INE (RIGHT) EXISTING GROUND AT GJTTER FLOWLI E (RIGHT) 35.80 PR POSED GUTTE FLOWLINE (1GHT) R =336.34 PROPOSED GUTTER --- ------------ RIM= r RIM=335.9�,, RIM=3"5.97 RI =335.95 DEP GFL-,5''I 5.24 DEP. FL=335.25 DE GFL=335.24 Q.36 .25% 45% -O.. 2%o 0.25% FL=331.19 PLA 81 LF OF 1 RCP PLACE 29 L OF 18" RCP ....... 6 PLACE 36 LF. OF 18" RCP CL -II RGJ AT S=Oq 0015 (0 CL-111 RGJ N- S=0.0041 )'7 CL-111 RGJ S=0.0015 FL= 31.05 18" IN (N&S) 0 8 RCP FL 331.14 18#1(1 )(N &S) C" FL= 0 31.05 24 "(0 m )(E) o n- 15 is , FL 331.14 24"( T)(E) m ---------- WX W 0 0 CY- CP m CY- w 0- 1,10 WM CY- m (Jm Um 0 CY- CY- 0 U�F LLJ 07- m 0 m Cl- CY- 0 m L0 00 PO CD 0K) P00 C) 00 0 C 00 0 904 0 0) 0 0 (7) Ld 0 rl%- 00 Lri vio 10 *U r- m UXN U_ X0 M * 0 0 U)T_ air_� 00 0 0 m + + + + t + T C" 04 V-Jpe) LrX0 ++ 12 13 14 15 16 17 18 19 10 PROP, GUT GRADES (LEFT) 340 335 330 325 320 PROP, GUT GRADES (RIGHT) 340 335 330 325 32u Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Te-1. 661.616.0,000 Fax. 661.616.24010 stantemc.com WWW Copyr�ht Res m, The Contract r shall verify and be responsible for all dimensions. DO NOT scarle t drawing - on errors or omissions shall be reported to without delay. Stontec Cons, Ring Inc. - ore The CoipyrilgNs to all de =signs and drawings the property of ting Inc. Reproduction or use for any purpose other than Stantec Cons; t' that outhoriz d by Stantec Consulting Inc. is forbidden. Construction Note$ .... 0 -or_- X FOP d BY: MAR/AN P SHAW RCE 32178 (EXP 121JV14 Ai M�OVE ADDITION OF LOTS PER APPROVED VrTM GG 8 -14-14 File Name: By Appd. Date Ne 0 > 9) t 7n E 0 Darn. Chkd. Dsgn. Date 0 66 N rn cn _0 0 N V) < wr*ct, clieft Uj SOUTHERN VALLEY LAND LLC 0 0 0") STREET /STORM DRAIN PLANS Q) McALLISTER RANCH TRACT 5900 2 ol^ Kern County, CalL �j rn f Q 1-01 Title KOBUK STREET 0 0 CD 114- Pr No. , 204 2497 00 F Drier No. 0 scalle > AS SHOWN Sheet Re4lon N 110- 0 N � R of CA CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C27 94.31 500.00 47.29 10 °48'24" C28 1 604.791 1500.001 306.56 23 °46'04" GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C2 17.69 35.00 9.04 28 °57' 18" C3 215.72 85.00 272.99 145 024'36" C4 45.81 30.00 28.72 87030'00" C12 17.69 35.00 9.04 28° 57' 18" C15 91.37 488.91 45.82 10 042'27" C16 98.08 520.00 49.19 10 °4824" C17 45.06 30.00 28.00 86 °03'23" C18 50.02 30.00 33.04 95 °31'31 " C19 201.44 1480.00 100.88 7 °47'54" C20 207.05 1520.00 103.68 748'16" C21 48.67 30.00 31.59 92 057'37" C22 45.58 30.00 28.49 87 002'45" C23 47.64 30.00 30.52 90 °59133" C24 46.54 30.00 29.42 88 °53' 12" C25 284.94 1480.00 142.91 11'01'51 [_C26 1 297.901 1520.0:01 149.431 11013 PROP. GUT GRADES (LEFT PROP. GUT GRADES ma (RIGHT) 3 3 3 3 LU z J w 3 W n 0 °a + 0 Q v u7 u7 • 0 t IPO :OA 0 c.l 0 r G 4b u tN N 00 N N to (6 6C6 i to ro porn • + to ff)rn HOPEWELL n to e to PO PO to n j r n LANE N 0 P to to U N PO ro =50 M 0 500 75' 140' -10 NEW 1 1 " 5'V 0 5' 7'6" 10 # IA5P R-OVED BY.•,�gpHc.�11p1J�,1 �,p�� �l►E �2'j IZ.�Jc•15 APPROVED BY: MAF2/A1V P SHAW RCE 32178 (EXP 12131/14) PROP. GUT Ui GRADES --------------- LEFT) EXISTIN GROUND AT GUTTER FLOW LINE (LEFT) PROPO<SED GUTTER F OWLINE (LEFT RIM = 33.90 -0.4879 _p_ 0. 59 -0.4.7 44% -0. 69' L= 330.76 FL= 30.83 PLACE 44 LF OF 18" RCP CL III RGJ AT S 0.0015 ----------- - -------------------- m 1b 00 � m � w m w m w m m w w a m U') to r__ 0) OXc) WCF) N cNR� 00 00 U') f� O O c7') 0) Od- M cOCT) � I� C7� O� �" LO N O 4N cOCV CVCO N N 0 0 c0 I� to D O 00 Mn cVK) cflca DO r''y ED 0 0 t0 M I� C*4 00 n ro . • n PO IL u7 ro LO Ui PO 13 14 15 16 Ui t�7 PO n M Cy u7 CU 17 0 r 9 10 11 12 13 14 15 I b 7/ i 325 335 330 325 320 325 335 330 325 (RIGHT) Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fax. 661.616.2400 www.stantec.com Copytht Rewved 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 Staintec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stontec Consulting Inc. is forbidden. Construchoh Notes 1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. 3 ST -1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 2 CONSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD. PLANS. 3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D -14. 4 CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD.ST -; 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD ST -18 CONST RUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD., ST -13. INSTALL STREET NAME- SIGN PER C.O.B. STD. T -1. - n INSTALL TR FFIC CONTROL SIGN PER C.O.B. STD. T -19. - - INSTALL 58 0 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 INSTALL 950Q LUMEN STREET LIGHT PER C.O.B. STD. ST -14. ................ ............................... ROPOSED SEWER LINE ROPOSED SEWER MANHOLE ROPOSED STORM DRAIN MANHOLE ROPOSED STORM DRAIN EXISTING STORM DRAIN �Laf-- ; XISTING CATCH BASIN 7 XISTING STORM DRAIN MANHOLE XISTING SURVEY MONUMENT ROPOSED CATCH BASIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER 6.0.13. STD. ST -5. PER APPROVED VITM KIND i By Appd. Date E Dwn. Chkd. Dsgn. Date 66 d- uO N CD LLJ Uj N VALLEY LAND LLC V) 0 0 a) L0 TORM DRAIN PLANS A 91A 106kUk k! 30 2 : i!i ornia 0 V IL LANE 0 Scale AS N SHOWN U Sh It Revision N 14- 0 f 0 N / C" 3 _0 00 0 U N LLJ Uj N VALLEY LAND LLC V) 0 0 a) L0 TORM DRAIN PLANS A 91A 106kUk k! 30 2 : i!i ornia 0 V IL LANE 0 Scale AS N SHOWN U Sh It Revision N 14- 0 f 0 N / C CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C35 604.79 1.500.00 306.56 23*06'04" [-C36 1 113.451 1000.00 1 56.791 6*30 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANG-ENT DELTA C26 284.94 1480.00 14291 11'001'51 C27 297.90 1520.00 149.43 11' 13145" C28 47.29 30.00 30.1 7 900 19'09" C29 47.12 30.00 30.00 90'00'00" C30 111.18 980.00 55.65 6*30`01 C31 112.98 1020.010 56.55 6*20147" C32 17.60 35.010 8.99 28'048'18" C33 43.72 30.00 26.78 83"29'59" 1:C34 209.79 85.001 242.811 141*24'4 NOTES: 1. 95% COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 0 W ' R/W 00 C* O V�: (0:CN C co CN FQ LIJ z JI -Z145 46 al PROP. GUT GRADES 00 co Ui (LEFT] PO 325 335 330 325 320 zc _j< 3r, < UJ Z Q- < 0:2 :r to Cn C--4 00 0 v- Cn + + to cv HOPEWE 00 rn 0 -------------- 9 0 IJ. EXISTINil" GROUND AT GUTTER FLOW LINE (LEFT) ------------------- =335.86 ..... � - 0.26 0.38% 7o RCP FL 330.48 4 "' PLACE 'A PLACE 4 LF OF 24 CL-111 RGJ AT S=0.0010 1 m m I m W m W m W 1 0 0 C) Cn 11I rIll.- I L0 L-0 14- r1l LO CF) cr) rlllllll� 0 L0 U-i 0 + + + + + + T 18 PROP, GUT oo GRADES 00 U-; rn (LEFT] 325 335 �c� 320 325 18 0 00 n oo Ui U-i PO PO r"ll P^ vii LL LANE U0 00 PO 19 20 21 22 23 0 to PO 00 14- 00 IN IN C) * Ui Ui C6 C.6 r-- PC) MPO rn PO ro PO n PO ro 0 50' 751 1010' 1 `50 H 61111111111". 1 0 52 796" 10' Oil! A 0VE BY- I►StAW g46 1d*43 "I�R t0j.jo .1r;, r d APPROVED B, Y.- MAR /AN P SHAW RCE 32178 (EXP 12/31/14) • zo z� zz 23 325 335 330 L74 W 320 325 335 325 K�z�; 25 325 v how Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.00100 Fax. 661.616.2400 www.stantec.coim The Contractor shall veri fy and be responsible for all dimensions. DO 140T scole the dralwing - any errors or omissions shall be reported to Stontec: Consulting Inc. without detay. The Copyrights to all des gins and drawings, are the property of Stantec Consulting Inc. Roprodluctiton or use for any purpose other than that authorized, by Stontec Consulting Inc. is forbidden. Construction Nos 1 ONSTRUICT TYPE 711311 CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 2 0NSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD. PLANS. 3CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14 43CO-NSTRUCT "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-13.1 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 95100 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. ................................................ PROPOSED SEWER LINE PROPOSED SEWER MANHOLE (D 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. -14-14 KHD 8 BY Appd. Date 0 E 0 Ir- Dwn. Chkd. DSgrn. Date to Cb -0.26% RIM=335.1 6 RIM -0.38% N FL= t n 30.44 7 Cn cn 3: -0 0 6 0 U C IN Ld m Li to IN C C**4 U A Qi C LO a + 18 PROP, GUT oo GRADES 00 U-; rn (LEFT] 325 335 �c� 320 325 18 0 00 n oo Ui U-i PO PO r"ll P^ vii LL LANE U0 00 PO 19 20 21 22 23 0 to PO 00 14- 00 IN IN C) * Ui Ui C6 C.6 r-- PC) MPO rn PO ro PO n PO ro 0 50' 751 1010' 1 `50 H 61111111111". 1 0 52 796" 10' Oil! A 0VE BY- I►StAW g46 1d*43 "I�R t0j.jo .1r;, r d APPROVED B, Y.- MAR /AN P SHAW RCE 32178 (EXP 12/31/14) • zo z� zz 23 325 335 330 L74 W 320 325 335 325 K�z�; 25 325 v how Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.00100 Fax. 661.616.2400 www.stantec.coim The Contractor shall veri fy and be responsible for all dimensions. DO 140T scole the dralwing - any errors or omissions shall be reported to Stontec: Consulting Inc. without detay. The Copyrights to all des gins and drawings, are the property of Stantec Consulting Inc. Roprodluctiton or use for any purpose other than that authorized, by Stontec Consulting Inc. is forbidden. Construction Nos 1 ONSTRUICT TYPE 711311 CURB AND GUTTER PER C.O.B. STD. ST-1 WITH 5.0' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 2 0NSTRUCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD. PLANS. 3CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14 43CO-NSTRUCT "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-13.1 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 95100 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. ................................................ PROPOSED SEWER LINE PROPOSED SEWER MANHOLE (D 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. -14-14 KHD 8 BY Appd. Date 0 E 0 Ir- Dwn. Chkd. DSgrn. Date to Cb SOUTHERN VALLEY LAND LLC V) 0 0 STREET /STORM DRAIN PLANS McALLISTER RANCH TRACT 5900 2 Kem Countv. California 11-01 as rn .0 Hi P LL LANE 0 0 0) It- 1• sm- 10 0 AS SHOWN > O 10I Sh@O Revision IN , III 0 IN, 11 of 13 L0 N N-I Cn cn 3: -0 6 0 IN Ld to A Uj SOUTHERN VALLEY LAND LLC V) 0 0 STREET /STORM DRAIN PLANS McALLISTER RANCH TRACT 5900 2 Kem Countv. California 11-01 as rn .0 Hi P LL LANE 0 0 0) It- 1• sm- 10 0 AS SHOWN > O 10I Sh@O Revision IN , III 0 IN, 11 of 13 Does PROP, GUT GRADES (RIGHT r�� 335 33.0 325 335 330 325 Uj r rn w 0 C) 00 0 7 CONESTOGA Ai McALLISTER ROAD 1.1 a A A 1^0 OnAns PHASE wA Y 4cALLIS7ER ROAD 7-E MAJOR ROADS PHASE 1.1 IMPROVEMENT PLANS) 0 n 0 Z 10 12 13 14 15 16 335 330 325 335 325 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C 1 169.07 40.00 66.33 242* 10'55" C2 37.98 35.00 21.11 62* 10'55" C3 132.20 380.001 66.78 1 " 1 C4 146.12 420.00 73#81 19 °56'01 " C5 47.64 30.00 30.52 90*59'33" C6 48.67 30-00 31.59 92'057'37" C7 46.54 30.00 29.42 8805301211 C8 45.58 -30.00 28.49 87"02'45" CA CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C9 139.16 400.00 70.29 1905 4 PROP, GUT GRADES LEFT) PROP, GUT GRADES (RIGHT) NOTES! 910 50# 759 100' 1 50 H 1 =5'V 0 5' 706" 10' 1. 957 COMPACTION REQUIRED AT NATIVE GROUND UNDER ROADS 3. ALL CURVES IN CURVE TABLE ARE MEASURED ALONG AND A MINIMUM OF 1.0' FOOT BEYOND GUTTERS TO A DEPTH FLOWLINE EXCEPT CENTERLINE CURVES. OF 12 INCHES. 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. rs y F--b D '� �t -'�B*' Y.- WX " j �p 12.'�j�0. IS Af, 4. APPRO VED gy• MAR /AN P SHAW RCE 32178 (EXP 72/31 14) A 335 330 325 -50 97 =335.25 sN�ouTj��) RCP 015 0 +50 +100 SD PROFILE 112 H Stantec Consulting Inc. 4700 Stockdale Highway, Suite 125 Bakersfield, CA 93309 Tel. 661.616.0000 Fox. 661.616.2400 www.stantec.com L W F ✓ *W The Contractor shall verify and be responsible for all dimensions. DO NOT sca=le the dirawing - any errors or omissions shall be reported to Stantec Consulting Inc. without do-lay. The Copyrights to all designs and drawings are the property of Stontec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes ONSTRUCT 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. 2000NSTR-UCT TYPE "A" WHEELCHAIR RAMP CALTRANS 2006 STD. STD. PLANS. 33CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD D-14 43CONSTRUCT "12' WIDE" CROSS GUTTER PER C.O.B. STD.ST-7 53CONSTRUCT 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. 0.. 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 El EXISTING STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT PROPOSED CATCH BASIN CONSTRUCT 16' RESIDENTIAL DRIVEWAY PER C.O.B. STD. ST- 5. ADDMON OF LOTS PER APPROVED VrTM KHD 8-14-14 BY Appd. Dote -Y L- 0 > W C" m E Dean. Ch7kd. Dsgn. Date TO co rn Ln Uj Uj ry SOUTHERN VALLEY LAND LLC V) 0 0 CY) STREET/STORM DRAIN PLANS McALLISTER RANCH TRACT 5900 2 Kern County. Califomia CONESTOGA WAY C-110 0 Scale AS SHOWN Sheet Re ion 0 C.O.B. ASPHALT CO;NCRETE PAVING NOTES 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," IN 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 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. Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 Fax. 916.921.9274 www.stantec.com 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." Revision E By Appd. Date File Name: Dwn, Chkd. Dsgn. Date ��SSIU) •, -• L or� -.- Exp.3-31-08 _00 OF C NO U) lob U) U) STREET / STORM DRAIN PLANS Copyright Reserved McALUSTBR RANCH The Contractor shall verify and be responsible for all dimensions. DO TRACT 590'0 B NOT scale the drawing — any errors or omissions shall be repo e o 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH _ t Stantec Consulting Inc. Reproduction or use for any purpose other than (3) PLACEMENT OF AN EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL .AND REPLACEMENT, OR L that authorized by Stantec Consulting Inc. is forbidden. ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEF-R. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. Title Construction Notes 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACIC 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 PARAi_.LEL TO, THE COB ASPHALT CONCRETE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE N. 0 R MAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM PAVING NOTE S 0 0 SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENT,T' IN THE FIRST 00 0 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 1` 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." Revision E By Appd. Date File Name: Dwn, Chkd. Dsgn. Date ��SSIU) •, -• L or� -.- Exp.3-31-08 _00 OF C NO U) lob U) U) Project No. ti 1844 00,800 DrayAng No. Cm003 Scale 1­1� STREET / STORM DRAIN PLANS McALUSTBR RANCH TRACT 590'0 B Kern County, California _ ,1 Title 3: COB ASPHALT CONCRETE PAVING NOTE S 0 0 00 0 Project No. ti 1844 00,800 DrayAng No. Cm003 Scale 1­1�