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HomeMy WebLinkAbout1.1-6865 Ph 1STREET CONSTRUCTtON PLANS rI'RAC F' N0. 6865 PHASE 1 ASPHALT NOTES ASPHALT CONCRETE PAVING NOTES: 1. Asphalt Concrete shall be Type 'A' (modified) for all arterial and collector streets and Type 'B' (modified) for local streets and shall conform to the provisions in Section 39, Asphalt Concrete", of the 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 ? inch maximum, medium grading. 3. Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10 performance graded asphalt, unless otherwise directed by the City Engineer. Asphalt Binder for Type 'B' (modified) Asphalt Concrete shall be PG 64-10 Performance 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 the 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 so Section 39-2.02, "Aggregate", of the Standard Specifications and these Special Provisions. Material sieve analysis and sand equivalent test results shall not be older than six (6) months. All other test results shall be no 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 some as when the design was prepared, the design may be up to three (3) years old. The Contractor shall bear all the costs associated with the asphalt concrete mix design. 6. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement is to be saw cut in a neat straight line, either parallel or perpendicular to the centerline of the street, and at a minimum distance of one (1) foot from the existing edge of pavement. 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, "Subgrode", 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 seams shall be located to match designed traffic lane 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 drive where shown on the plans and as directed by the City Engineer and shall be 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 operation resume. 12. Where 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. 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 operation resume. 13. Asphalt Concrete shall be compacted to a minimum of 92 percent of the maximum theoretical density as determined by ATSM 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, are to be adjusted. 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 specific range, the asphalt concrete represented by that lot shall be removed and replaced with material that meet 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 percent or more than 96 percent the asphalt concrete represented by that lot shall be removed and replaced with material that does meet the In -Place Density requirement. The corrective work shall be at the contractor's expense. 16. The Field Density of compacted asphalt concrete shall be determined by. A. A properly calibrated nuclear asphalt testing device in the field, or B. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc Stearate may be substituted with paraffin. C. In case of dispute, method "B" shall be used. 17. if the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within tolerance by either: A. Abrasive grinding with equipment utilized diamond blades, B. Removal and replacement, or C. Placement of an asphalt concrete overlay. The method will be selected by the City Engineer. The corrective work shall be at the contractor's expense. 18. If abrasive grinding is used to bring to bring the finished surface to specified surface tolerances, additional grinding shall be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offset from, and parallel to, the nearest lane line or pavement edge and the transverse limits of grinding are normal to the ;pavement centerline. All ground areas shall conform to the requirements in the first paragraph and the lost four paragraphs of section 42-2.02, "Construction", of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the contractor's expense. The Fog Seal coat shall be either rejuvenating agent or asphalt emulsion as directed by the City Engineer. 19. Arterial and collector street base material shall be crushed aggregate base (CAB) conforming to Section 200-2.2 of the "Greenbook". Base material for local streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB) conforming to Section 200-2.4 of the "Greenbook"??. ?.which allows up to 50% of the volume to be reclaimed asphalt concrete Portland cement concrete, lean concrete base, cement treated base or a combination of these materials. Other recycled bases shall not be allowed. Aggregate base shall be compacted to a minimum of 95% of maximum dry density. 20. Paving contractor shall grade the paving areas to the following modified Caltrons standard specification section 19-1.03 per the City of Bakersfield: Immediately prior to placing subsequent layers of material thereon, the grading plane shall conform to the following: A. When asphalt concrete or asphalt concrete base is to be place on the grading plane, the grading plane at any point shall not vary more than 0.04 foot above or below the grade established by the engineer. B. When the subbase or base material (other than asphalt concrete base) is to be place on the grading plane, the grading plane at any point shall not vary more than 0.04 foot above or below the grade established by the engineer. STANDARD NOTES 1. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. THE LOCATIONS 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 ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER PRIOR TO THE AGGREGATE BASE BEING INSTALLED. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 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 EAST PACHECO ROAD E-+ W 0) EAST FAIRVIEW ROAD x M.d a TRACT 6865-1 EAST PANAMA LANE VICI fTY MAP THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ESTIMATED OUANTTTIES ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF LF 45121 BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF 4037 TON TRANSPORTATION, STANDARD SPECIFICATIONS. CY 18 EA GUTTER TYPE "B" CURB 8cSIDEWALK 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY EA 5 CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS 19 EA NOTICE: (805)326-3049. AC PAVING 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE AGGREGATE BASE LF OVER EACH LATERAL. MONUMENT 9. DELMARTER AND ASSOCIATES CIVIL ENGINEERING SHALL NOT BE STREET LIGHT 100 WATT LF RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, STREET LIGHT 70 WATT PLANS.THESE WRITING BY DELMARTERNAND ASSOCIATES ENGINEERING. E APPROVED 1N METRO STREET SIGN 10. COMPACTION TEST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR/ STANDARD STREET SIGN DEVELOPER. NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY TRAFFIC CONTROL SIGN THE CITY ENGINEER. CROSS GUTTER 11. WARNING/REGULATORY SIGN PANELS SHALL BE MOUNTED ON POSTS SAWCUT W/HAWKINS M2G SERIES BOLT & VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN ARTERIAL STREET SIDEWALK 6 INCHES FROM BACK. COLLECTOR STREET 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING LOCAL STREET DAYS PRIOR TO CONSTRUCTION (1-800-642-2444). 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. 14. 95% COMPACTION UNDER A MINIMUM OF ONE (1) FOOT ON EACH SIDE OF ALL CROSS GUTTERS TO A DEPTH OF ONE (1) FOOT. 15. ALL STATIONS AND ELEVATIONS ARE TO GUTTER FLOWLINES UNLESS OTHERWISE INDICATED. ALL CURB RETURNS GRADIENTS ARE 0.50% UNLESS OTHERWISE INDICATED. 16. ALL UTILITY MANHOLES AND VAULTS SHALL BE RAISED TO FINISHED GRADE. 17. ALL DRIVEWAY WIDTHS & LOCATIONS SHALL BE IN ACCORDANCE WITH C.O.B. STD T-12. 18. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA) WHICH ARE CALIFORNIA CODES. 19. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UN11L A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 20. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 21. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN ON THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 22. LUMENAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 23. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. NOTE SECTIONS SHOWN ARE SCHEMATIC ONLY AND HAVE NO SCALE R A R A 6 20' ' MASONRY WALL B C C B 20' SEE WALL PLANS PAD 1.5' ABOVE FA 2' 2' PAD 1.5' ABOVE FA R9� 2q, e°I° PAD % _2y r' r-8-, TYPICAL TYPE "A" CURB AND GUTTER TYPICAL TYPE "A" CURB AND GUTTER - W/4.5' WIDE SIDEWALK W/5.5' WADE SIDEWALK A B C T.1 = 4.5 - MIN. "R" VALUE = 15 26' 8' 18' 30' 10' 20' 0.20' TYPE "B" ASPHALT CONCRETE 30' 12' 18' 0.65' AGGREGATE BASE R = 78 MIN. SEE PLANS FOR STREET DIMENSIONS 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY LOCAL STREET SECTION VARIES 45' - 61' 11' VARIES 34' - 50' R/W EAST OF CA BY SEPARATE INSTRUMENT 12' 1 ` EXIST Py, 0.3' MAX 47 # 2.5' MAX M'Ik EXIST N.T.S. PHASE 1 9128 LF 45121 SF 4037 TON 6180 CY 18 EA 5 EA 11 EA 5 EA 19 EA 13 EA 488 SF 864 LF 2010 LF 1321 LF 10070 LF CITY OF BAKERSFIELD / CAL -TRANS STANDARD DRAWINGS APPLICABLE FOR THIS _PROJECT ARE: STD. N0. DESCRIPTION ST -1 CURB & GUTTER ST -3 SIDEWALK ST -4 RESIDENCE DRIVEWAY ST -9 THROUGH ST -11 STREET SPECIFICATIONS ST -13 SURVEY MONUMENT ST -14 STREET LIGHT ST -17 WIDE CROSS GUTTER T-1 STREET SIGN T-12 MINIMUM ACCESS DESIGN (DRIVEWAYS) T-19 MISC. SIGN DETAIL RSP A88A HANDICAP RAMP PER CAL -TRANS STD. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BT ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITHIN STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORETHE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C372217 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. \ T.I. = 6.0 "MIN. "R" VALUE = 15 \\_ 0.30 TYPE A ASPHALT CONCRETE 0.85' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 957. MAX. REL. DENSITY SPARKS STREET SECTION 6' MASONRY WALL SEE WALL PLANS PAD ESS% H11.4 �18 17 16 15 Q SALAZAR AVENUE 19 47 74 KEY MAP 20 21 22 23 24 25 26 27 28 29 30 31 32 45 44 43 42 41 40 39 38 37 36 35 34 33 CORREGIDORA AVENUE 48 49 50 51 52 53 54 55 56 57 58 51 73 72 71 70 69 68 67 1 66 65 64 63 6: CANDIA AVENUE Li 1 � 2 3 4 5 6 7 8 u, 4 EAST PANAMA LANE U_J SAMAN STREET AD a 1" = 200' APPROVED BY PUBLIC WORKS (RECTOR: NICOtAS FIDLER R.C.E. 61069 nATF REVIEWED BY ASST. PUBLIC WORKS DIRECTOR LK REVIEWED BY TRAFFIC ENGINEER ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. N'" yy ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR La ,7� DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. OF CAL01� �. -i-AMFS K. DELMART R.C.E. 17564 nATF SHEET INDEX SHEET SHEET 1. TITLE 5. SAMAN STREET 2. EAST PANAMA LANE ESTAVEZ STREET 3. SPARKS STREET 6. CORREGIDORA AVENUE 4. VEGA STREET 7. PIZARRO STREET CANDIA AVENUE ALMAGRO STREET 8. SALAZAR AVENUE I VARIES 55'-69' 10' VARIES 48-62' -i rV ' 12± 29, f ARIES 1.5-3.0% STAS. 19+86.40 TO 26+38.18 REMOVE EXIST PAVING TO CA AND REPAVE w/ THIS SECTION STAS. 17+74.35 TO 19+86.40 'PAVE TO NEW MEDIAN EXIST PAMNG 70 REMAIN SAW CUT T.I. = 8.5 MIN. "R" VALUE = 15 0.45' TYPE "A" ASPHALT CONCRETE 1.35' AGGREGATE BASE R = 78 MIN. 0.70 NATURAL GROUND COMPACTED TO 95% MAX. REL. E. PANAMA LANE SECTION I UIJ UF- CONCKE I E MONUMENT IN LAMPHOLE @ INTERSECTION OF EAST PANAMA LANE AND SOUTH UNION AVENUE ELEV. = 361.36 U.S.G.S. BENCH MARK SET NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF EAST PANAMA LANE AND SPARKS STREET ELEV. = 362.32 U.S.G.S. BASIS OF BEAnNuo THE BEARINGS OF N89`31'28"W FOR THE CA OF EAST PANAMA LANE PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103 13+00 TRACT N0. 6333-1 R/W 3 = t0 F 0 Q M U Z O Z J a in 00 n in CO CO M cOo 1 U2 ui 0- -j J iA- O O m O Z M U' 1 O W m 2 00 Z`` 4� Nma + O N INSTALL 2 - :4" SCH. 40 PVC 5 TO MEDIAN N t10 O M 2 H J 'cn M CV w a Q m 0 Z w n M 6 di + a n O� 0 0 M 2 J Cn n M to 1 U m .41m 7� M + N N MASONRY WALL SEE WALL PIANS ao me 9 SUMP to STATION OFFSET FROM CA W DELTARADIUS W ANGENT i0 M M ren� v 2 U) W m 2 90'00'00" 30' � Q � + Lu Z N 30.55' 0 M 50' �RI-1 Q 30.03' 47.15' 3.14' C5 180'00'00" W W Ld 6.28' VJM`� c� CLQ O Q n Q M ~ W to LL n U m Q W M ! n V WW W 2 >V 1 I Ef 1 Im 0 20' 20' 10 MASONRY WALL R4-1 SEE WALL PLANS LIMIT OF PHASE 1 PAVING w/ LOT D 7j ,--i R26(CA) CHANNEUZERS - PAVE PER x� -i R26(CA) A�� C3 SECTION ON SHEET 1 .yh < �� x00�� C2 x00 REMOVE EXISTING AND x'�°' XO '`6 �> REPAVE WITH PHASE 3 �'3 hh ==-- ---- =SD=== FOG UNE 11'-14' NORTH00 __/­nSAW CUT t " LO 14+00 15+00 _ _ _ ---.- 16+00 ___ 17 t 745 17 .00 _w� -18+00 19+00 19+18.18 - - S89'31'28"E i - CONST REMAINDER MEDIAN WITH PHASE 3 CONST MEDIAN WITH PHASE 1 N RELOCATE EXISTING CHANNEUZERS �- TO THIS LINE EXISTING CURS &GUTTER TRACT N0. 6333-1 R/W 3 = t0 F 0 Q M U Z O Z J a in 00 n in CO CO M cOo 1 U2 ui 0- -j J iA- O O m O Z M U' 1 O W m 2 00 Z`` 4� Nma + O N INSTALL 2 - :4" SCH. 40 PVC 5 TO MEDIAN N t10 O M 2 H J 'cn M CV w a Q m 0 Z w n M 6 di + a n O� 0 0 M 2 J Cn n M to 1 U m .41m 7� M + N N MASONRY WALL SEE WALL PIANS ao me 9 SUMP k) rA AlSEE BAY TAPER � Cl A TABLE 1 RELOCATE EXISTING %�� TELEPHONE POLE TO LOT B d EAST PANAMA LANE - - - - - -- - - --- --- ----- �._.-26+3818 ---20+00--- - - F ----____--2i+00- - 22+00 - I - - 23+00- - --- =--24+00 " ---24+98.4 5+00` ��� - 26+00 #TORE MEDIAN + } _ - 1 -+ --;-# I�-- -`3s?.2� J2 362 386 -s `6 a6 - 3 ____________sp - - s9 s9 s4 2s 2.� M 2� 2s 2� ------- -- --------------------- - �- - - - - - -- - - - t 9 n - -3 - -T EXISTING ADDITIONAL PAVING w/ 6' SHOULDER EDGE EXIST. PAVING N MONUMENT RECONSTRUCT EXIST - DRIVEWAY AS DIRECTEDt =t= R/W 200' - CURVE TABLE STATION OFFSET FROM CA W DELTARADIUS W ANGENT LENGTH M ren� v 2 U) W m W 90'00'00" 30' o Q � + � W U) V) N 30.55' 1 50' �RI-1 30' 30.03' 47.15' k) rA AlSEE BAY TAPER � Cl A TABLE 1 RELOCATE EXISTING %�� TELEPHONE POLE TO LOT B d EAST PANAMA LANE - - - - - -- - - --- --- ----- �._.-26+3818 ---20+00--- - - F ----____--2i+00- - 22+00 - I - - 23+00- - --- =--24+00 " ---24+98.4 5+00` ��� - 26+00 #TORE MEDIAN + } _ - 1 -+ --;-# I�-- -`3s?.2� J2 362 386 -s `6 a6 - 3 ____________sp - - s9 s9 s4 2s 2.� M 2� 2s 2� ------- -- --------------------- - �- - - - - - -- - - - t 9 n - -3 - -T EXISTING ADDITIONAL PAVING w/ 6' SHOULDER EDGE EXIST. PAVING N MONUMENT RECONSTRUCT EXIST - DRIVEWAY AS DIRECTEDt =t= R/W 200' - BAY TAPER CURVE TABLE STATION OFFSET FROM CA CURVE DELTARADIUS 20+76.98 ANGENT LENGTH C1 1'02'30" 1500' 13.64' 27.28' C2 90'00'00" 30' 30.00' 47.12' C3 91'02'30" 30' 30.55' 47.67' C4 90'03'19" 30' 30.03' 47.15' BAY TAPER TABLE 1 STATION OFFSET FROM CA 20+69.48 61.75' LT 20+76.98 61.72' LT 20+84.49 61.34' LT 20+92.01 60.62' LT 20+99.53 59.55' LT 21+15.57 57.07' LT 21+29.62 54.60' LT 21+37.14 53.53' LT 2i+44.66 52.80' LT 21+52.16 52.43' LT 21+59.67 52.39' LT SCALES HORIZ: 1'-50 VERT: 1"- 2' 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 f 4 f f ? € # = t € # 3 # S N 1 (0 1 # O f f 3 pe) 1 4 f # t f # # f t f ? U# p t O E # # # # # t t # I S t f 3 Z 1 { 1 ro € t a# M € # k0 I O i ^ 3 O f rOr f 1 to ; € # M f n to i N E ! to I i f f 3 # ! # to 3 J i # t S ? # ! 1 € t M I 3 9 H �' ► 1 ! 3 n ! p f # W t f I ? # ! 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W cp i Q i m oy-__.._._-_ _ O,s.__,_.....___........_._._a-____......_.___,___.....3_._. _._____......._._ t m M --...._...---- �----.__---- i ------------------------ a _.._ -----_... - f t x ! v t U I M w- € # Z # `� _ a0 f r� ___ _ _____ FOG UN PROFILE 11'-15# I m f o o w + 2 m f I w t M i m j t i o_ a d € # NORTH OF CENTER LINE # M { M f ;° n ! 0 f ! o ' -, ao 1 3 n # + # + ; # # j d { ` m_ I I to a c�i # t M i N # N EXIST Q/L PROFILE I 't j { cB iv f rn 3 t 2 rn ( f + v-! a tO 3 I 3 �h EXIST NORti EP PROFILE f �O f f #+ h iw I E t # t # € # # # € € ,b # 0 0 # + 3 ; oQw + # # + # # a `: # € .- j # w m ! ; N�0 N ' ' 1 t -_ 362.__ _ # # , I I f # ' �,'` ��'� # ' --- _-- ---� - - - f �` f f 362 -r -- - _ # t -_-.----- __.__._--.-_----- ____ ____ _ ______ ----------------- -_ RECORD PROFILE FOR! i € - - T # EXIST SOUTH EP PROFILE)--- -0200% ROFILES # TRACT N0. 6333-1 EAST FLOWLtNE # -0.200% € # # # 3 NORTH *DIAN PROFILE # S I # # # f 1 1 t t € -0.200% # s € # 1 # # 0.200% # # O.SOOy_ + # i-•27�y �� NRTH GUTTER PROfLE ! _____.______.__._______1..____.__-____f____-_____.: �_. _ .._.___.._ _____i__._._._____._ ____._ _ _.____.- 3__._ _._._. __.______. _____ ______ ___.,_' 1 f f __ ___I ___ _ _ f-._._ __5 _ _ __ _----_..__..-_3_____ _.-_ !_-_........----__-.--__..... f 1 t_ _. _.._ _-_ _ ._.._. � 00 Of 1 ! 4 # ! ? I # k i 770 O) # I I M M I i # f ! } ? f ! f i # 1 t # # M M 1 N # # J J € # M I m € E f 358 NOTE M MEDIAN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. w w o o -' N _► THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN < W o a o m o 0 0 o to MODIFIED TO ACCOMMODATE THE LEFT TURNS INTO ARLITOS, VEGA AND Li PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT 0 W w w w w N w w eOi Q m o SPARKS STREETS. SOME PREVIOUSLY DESIGNED GRADES HAVE BEEN CHANGED r= m m m =' TO CREATE CROSS SECTION SLOPES THAT CONFORM TO CITY STANDARDS. PER CALTRANS STD. SPEC. PTH -02 ALKYD J J m 31 o N Z J� w F- €.= i--� x'00 J J J O o n n J d' Z a H J J Ja' J n O 00 U' to 00 O b7b00 O 0000 O mU .< d' m d' d' 00 p J p O O nt; � " 0 - z I i � w o n � `- m � w am M b' w W W Q0 nn o co 0 0o a a a a �� f m Coo a N n es a, (0 aw w i 1� co 0 00 ►- f- o00o to o + + > c0 w o o n to to n a n- m o 0 M MOD N J N N Of + + 0) F- Q 00 U tri tcit[i trim w 0++ •- o o to ►- o O o d OL S U m (3 o c3 o of R26(CA)--INN + m a U UU w z w z i0 vU U -{ z w w U v 6 o o C4 to 0 w mw m w m w mm + m t)�s a N R7-9 wm z R7-9 + U to M FUTURE CURB & GUTTER rn rn R7-91 wo m m rn -i w i i -� N m .r d- DETAIL 38 t. r`- 00 h t� _€� COm _m _mm - -- d PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT + + + ++ + + + m rn m m PER CALTRANS STD. SPEC. 8010-21C-19 Ntn-u�--ts,-OM to to o -mm m I m °Do- DETAIL 39 a0 0 ai (i DETAIL 39 + ++ + - ) + DETAIL 39 TYPE IV ARROWS TYP. +I + NI N 24+9_ 8.49 \ C4 N � N N N ,`roh PAINT 455' DETAIL 22 WITH PHASE 1 h �h0 Oh oh 0h ,1� /,�AA ��h D,�O FUTURE MEDIAN /"O�,top, C4 6 h DETAIL 38 .y0 SEE BAY TAPER fO �O co 18+69.35 C '`' 19+18.18 0'`' CO __ 10 ----�F+4$18--------------------------.----------�-----_----_-_------_---_- 26+38.18 TABLE 2 _ _ --------------------- Cl __________________ DETAIL 29 _ -__ -------------_----_---_.------------_ C5 2 L6�g L6C4 - TYPE iV ARROWS TYP. �L C4 C3 - _ -- ` 0 gl h --- �h �- DETAIL 38 h h 1-------- _ - _ _ _ _ _ DETAIL 29 ._ N J�SEE BAY TAPER-- ----------- - - _.------------------ `6'� CONST MEDIAN WITH PHASE 3 CO Gory TABLE 3 PAINT DETAIL 29 WITH PHASE 1 CONST THIS MEDIAN WITH PHASE 1 DETAIL 278 i ro'`' TABLE TAPER Q n Q NOTES & LEGEND 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. Q PAVE WITH 0.45' A.C. OVER 1.35' A.B. 0 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A -I TRAFFIC CONTROL SIGN -I- INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 EXISTING MONUMENT IN LAMPHOLE � INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0 PROPOSED SEWER OR STORM DRAIN MANHOLE -- S- PROPOSED SEWER LINE =SD= PROPOSED STORM DRAIN BAY TAPER TABLE 2 STATION OFFSET FROM CA 14+57.21 5.00' RT 14+64.71 4.81' RT 14+72.21 4.25' RT 14+79.71 3.31' RT 14+87.21 2.00' RT 15+02.21 1.00' LT 15+17.21 4.00' LT 15+24.71 5.31' LT 15+32.21 6.25' LT 15+39.21 6.81' LT 14+47.211 7.00' LT BAY TAPER TABLE 3 STATION OFFSET FROM CL 15+77.69 7.00' RT 15+85.19 6.81' RT 15+92.69 6.25' RT 16+00.19. 5.31' RT 16+07.69 4.00' RT 16+22.69 1.00' RT 16+37.69 2.00' RT 16+45.19 3.31' LT 16+52.69 4.25' LT 16+60.19 4.81' LT 16+67.69 5.00' LT BAY TAPER TABLE 4 STATION OFFSET FROM CL 22+48.18 11.00' RT 22+58.18 10.69' RT 22+68.18 9.75' RT 22+78.18 8.19' RT 22+88.18 6.00' RT 23+08.18 1.00' RT 23+28.18 4.00' LT 23+38.18 6.19' LT 23+48.18 7.75' LT 23+58.18 8.69' LT 23+68.18 9.00' LT TRACT NO. FUTURE CURB LINE ------------- 6885 PHASE 1 DRAWN BY : JKD DATE : 11-20-15 4ROf ESS/p�, k. DE(,��l��yc DELMARTER & ASSOC. > � s w No. 17564 m * * BY: JAMES K. DELMARTER s�91 Civiv ���P R. C. 17564 F or cio' DATE: '�� ✓� EXHIBIT "A' - STREET PLANS & PROFILES sals - SHEET 2 �wlTAna�= CIVIL Hl1>RA000S OF 8 sTRucniRni -= EAST PANAMA LANE ENGINEERS DELMARTER & ASSOC. 2019 WESi1MND DRIVE SIE 'C' BAKERSRELO, CA. 93301 PHONE 327-1486 FAX 327-1452 �"NND P�"-"-"-'-"-c SURVEYORS -_ _3__AND IEl+EL1NG -1�Ra�rY uta: •1-�aSlS{��l--Ba�ON `=BD! JOB N0.14091 B MEDIAN CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 180.00'00" 7.91' --- 24.56' C2 36'14'58" 2' 0.65' 1.27' C3 36'14'58" 60' 19.64' 37.96' C4 180'00'00" 1' --- 3.14' C5 180'00'00" 2' --- 6.28' TRACT NO. FUTURE CURB LINE ------------- 6885 PHASE 1 DRAWN BY : JKD DATE : 11-20-15 4ROf ESS/p�, k. DE(,��l��yc DELMARTER & ASSOC. > � s w No. 17564 m * * BY: JAMES K. DELMARTER s�91 Civiv ���P R. C. 17564 F or cio' DATE: '�� ✓� EXHIBIT "A' - STREET PLANS & PROFILES sals - SHEET 2 �wlTAna�= CIVIL Hl1>RA000S OF 8 sTRucniRni -= EAST PANAMA LANE ENGINEERS DELMARTER & ASSOC. 2019 WESi1MND DRIVE SIE 'C' BAKERSRELO, CA. 93301 PHONE 327-1486 FAX 327-1452 �"NND P�"-"-"-'-"-c SURVEYORS -_ _3__AND IEl+EL1NG -1�Ra�rY uta: •1-�aSlS{��l--Ba�ON `=BD! JOB N0.14091 B 11 EXISTING PAVING EXISTING MONUMENT i� • Q Q zN Q w �- W !— V) Ld Q L'i LTJ 0 54' 9 SUMP —' LOT E 1+00 O In 1 � I I PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH -02 ALKYD EXISTING PAVING N o CN M N M SEE SHEET 2 �_ -�► DELMARTER R ASSOC R/W Iffle] )NRY WALL WALL PLANS 10 JC4 I # 3+15.00 SPARKS STREET © � 2+00 3+00 I 4+00 5+00 NOO'25'13"E CURVE TABLE 0 CURVE DELTA RADIUS TANGENT LENGTH C1 90'03'19" 30' 30.03' 47.15' C2 91`38'31" 30' 30.87' 47.98' C3 88'21'29" 1 30' 29.15' 46.26' C4 1'41'50" 1 1500' 1 22.22' 44.43' R/W Iffle] )NRY WALL WALL PLANS 10 JC4 I # 3+15.00 SPARKS STREET © � 2+00 3+00 I 4+00 5+00 NOO'25'13"E c� Z, m n. ro � J (A Q wSTRIPING PLAN m o Z y w TYPE IV ARROWS TYP. L d' L o 0- < �- DETAIL 38 w N PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT 00 Ul DETAIL 2 Q PER CALTRANS STD. SPEC. PTH -02 ALKYD N DETAIL 270 W31CA w/ OM4-3 MARKERS ON TYPE 111 BARRICADE PER CAL TRANS DWG. A73C AS DIRECTED BY ENGINEER N S C ALE S HORIZ: 1"=50' 0 N 2 3 to 5 6 VERT: 7 M 2 � } M J M M to coo J W W J i o ry q w Z N M w a 11- i W W = m Q = w `t 0 vvui N 00 Q ui 03 + to + co 11� I 12 20�20 it 0 R1-1 .__L__._-_.._____..__1__._ _-_._______J____.....______ __i_.._______.____i___--___-.- i LOT F C2 i C 15' O I I LIMIT OF SLOPE TRANSITION 6+35.00 I{ 7+25.00 N 6+00 i4 7+00 { II � + EAST HALF OF SPARKS STREET DEDICATED BY SEPARATE INSTRUMENT c� Z, m n. ro � J (A Q wSTRIPING PLAN m o Z y w TYPE IV ARROWS TYP. L d' L o 0- < �- DETAIL 38 w N PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT 00 Ul DETAIL 2 Q PER CALTRANS STD. SPEC. PTH -02 ALKYD N DETAIL 270 W31CA w/ OM4-3 MARKERS ON TYPE 111 BARRICADE PER CAL TRANS DWG. A73C AS DIRECTED BY ENGINEER N S C ALE S HORIZ: 1"=50' mainlrA-111 01 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. © PAVE WITH 0.30' A.C. OVER 0.85' A.B. Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A -I TRAFFIC CONTROL SIGN -f- INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 + CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 0 EXISTING MONUMENT IN LAMPHOLE o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 eEE�!' INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0 PROPOSED SEWER OR STORM DRAIN MANHOLE --S— PROPOSED SEWER LINE ==SD== PROPOSED STORM DRAIN ;OFESS7 w� 1 N. 17564 TRACT NO. 6865 PHASE 1 DRAWN BY : JKD DATE : 11-20-15 y ELMARTER & ASSOC. JAMES K. DELMARTER CIV"-��`P R.C[E.: 117564 F Ckt-W DATE,,:: 9-4-14 EXHIBIT "A" — STREET PLANS & PROFILES SPARKS STREET / - / - & 665 PrL7j 1 "—"-= SHEET 3 ANITATI�1- CIVIL OF OF 8 ST'RU-NM (_=- ENGINEERS =, DELMARTER & ASSOC. 2019 WESTWIND DRIVE STE 'C' BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 JOB N0.14091 B 0 1 2 3 4 5 6 VERT: 7 1` 2' } 1 .__L__._-_.._____..__1__._ _-_._______J____.....______ __i_.._______.____i___--___-.- i N i 'd' 1 to Lo 2 6 i t # E ? p i 3 2 '• 2 + # ? 't 1 ! i 2 t � ( i ! J p i ! ? p{ i} ? 1 # I i i i 1 i p ? i o 3 O 4 re)# of ! N ? ( z rn ! I 1 i to I wi ! i m' w { 1 i m ? oio, # U za ! ' w UD t i 00 M M 00 ? N i ,- (x m m M ( 1 i } i00(w W.!00 N i 1 ? I # i 1 f I N M { ! i i to 4 i i 'i ! w m to I, ! i 1 ! I t _____. t _-_-__-____-_.____._____,----_-_---- _ 362 i ? t s -0.200% 3 t 1 360� PR 360 -'�0 ` 604% 4:1 MAIC TO 0 200% EXIST GROUND :N APPROXIMATE :NATURAL GROUND; ; i 0.500 0 CENTER LINA x 358 __. __.__________-______-______________._______________..__ i {I 1 ! 358 .... _____._._____.____-.__�__ ___._____ _ _._ ________ _ _______._ --_----- __ __ i._ t i i :� € f #— t iI � ; q xY ! 1 3 i 1 4 1 � 3_-__..._-..-._« ...............__........._.___,__,.-.....__..._..._...-.__.._..-..._..... _._...._...._.._ i 5 # ! ..._____._..._._.._. y...__.._-_..-...___... __......_..-. _- .._.._._. 1 ___._..___..... .._..__ mainlrA-111 01 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. © PAVE WITH 0.30' A.C. OVER 0.85' A.B. Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A -I TRAFFIC CONTROL SIGN -f- INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 + CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 0 EXISTING MONUMENT IN LAMPHOLE o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 eEE�!' INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0 PROPOSED SEWER OR STORM DRAIN MANHOLE --S— PROPOSED SEWER LINE ==SD== PROPOSED STORM DRAIN ;OFESS7 w� 1 N. 17564 TRACT NO. 6865 PHASE 1 DRAWN BY : JKD DATE : 11-20-15 y ELMARTER & ASSOC. JAMES K. DELMARTER CIV"-��`P R.C[E.: 117564 F Ckt-W DATE,,:: 9-4-14 EXHIBIT "A" — STREET PLANS & PROFILES SPARKS STREET / - / - & 665 PrL7j 1 "—"-= SHEET 3 ANITATI�1- CIVIL OF OF 8 ST'RU-NM (_=- ENGINEERS =, DELMARTER & ASSOC. 2019 WESTWIND DRIVE STE 'C' BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 JOB N0.14091 B DELMOTER & Assac I— W W W z ~ Q I-- 'n JW N F- W o W N z F- M '03 �^ 1�lMARTER &ASSN (n Q v W LTJ z h V l OD tc) O O > W w to ,A W z N M M Q = ZM M z W Q F- z z toui z O 1.- z W cn Ld w m �_ = m �iii � W N 12 18' 18' 12 o O i- n to Q (n W m z h to 7 W N + C8 W In O + (n + Q V) to _N v 73 72 71 70 69 68 67 66 65 64 63 62 61 it 1 LOT D 1 I, , 1, I 74 I 11 � a 48 ,} MASONRY WALL 12 18 18 12 71 12 18 18 12 I) E WALL PLANS + � SE _ R/W �s N C6 jj C1 077 O C3 0 1 2+ .p 3+96.73 00 00 � 4+91.73 � 00 — 6+00 7+00 7+29.93 8+00 9+00— 0 10+00 — — 11+00 12±00 12+96.23 f 0+00 1+00 O 2+00 70 --..S--- r� .._ S89'31'28"E_ _ 5- - ---- S00'28'32"W CV 0 �_ —1_ —{- —}- f —+- —I- —f- — —1- =VEG A STREET b CO D-.----... i � � t.____ C A N D J A AVENUE IC3 C3 � �6 �' `��- C4 — C5 O C3 # `n + r N R/W MASONRY WALL !, 69 �# SEE WALL PLANS , t, ! , civ to 20' 20' 0 59 7 1 12 18 18 12 00 M LOT E I 11 I M z 1 o II I o 2 3 4 5 6 7 8 N N o z 2 �t,,,�� to d- N Z F � ~ 1- � M M o O M W IW Z M ° w W Zn I z = z U 2 z = ij x 00 d 0no SCALES HO RIZ : V-50' VERT: 1"= 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 1 F i i i # i i i i i € '• i } I i i i # i ! f } # i € t i 1 1 to: too ! co o w o ? O o tD n. _________._ Jp F ! 2 ! # ! # ! t # ! 1 ! ! 2 2 rn ; m to, { 3 f t wt # S O ' I # ; O # i Q; ;d' h hr w 3 U UO U t ` # ! € € i i ! # # I o I # > ! I # # # # 1 U U o a: Vm w t i m # a 1 w t„' £ w ; € m } M # 4 M ; i M t0 tn, M ! i ! aoi M M; t+) M M } N I o i o 1 i ii ; # z Zi i !! of 2 , of z U ! ' # . 362 ++ } } V + + > ___ 362 , # o� \, ST GUTTER G-_.._UT.TE.__.R.__...PROFILE R._ O_F# I.L._•__E I!;f_IjII1 i 360 NORTH _GUTTER _ PROFILE ROFILE -0.2009APPROXMATE NATURAL GROUND I#!. _ _ 360 __ , ?-0.200% 100' VC �AOPROXIMATE NATUkAL GROUND 0 CENTER LINE #4€ #i . ! #I€ !## !#i #1€#€ ;€ €#s II!! I _ __.____ =0.20% _ __________358 356 356 _.-.4.. Mi z IN 1 NNm O ON O of oo o z°a # �mro' m #i tn t II --_________- .- _____ __;__-_..-__-____._.__-__-_._ _irw 2 co co Qi x U Qi N N Q mm i €U a i o dva. w - m �tp M € E QD N 7 Lo tri ? Oz z 101 € i I I 4m � i i € 0)! I !to i N � rn(> # € + m : � + +? + + 362 ._#_____________. 362�_-w___10� EAST GUTTER ORonLE SOUTH GUTTER PROFILE APPROXIMATE NATURAL GROUND 0 00% = -5009; -_____._ _._CEITER,ItE__a360 ._ 0.200360 10' VC AP#PROXIMATE NATURAL GROUND 0, CENTER LINE -0.200% 358 358 356 ? TRACT NO. 6865 PHASE 1 15' a EXHIBIT "A" STREET PLANS & PROFILESNOTES 8LEGEND TRAFFIC CONTROL SIGN 4' TYP CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO ON PANAMA) CONSTRUCT 6" TYPE "A" DRIVEWAY PER S SHEET 4 PROPOSED STD. ST -7 DRAWN BY JKD �41�0 -15STD. S-1 WITHWCONSTRUCT STD. SURVEY MONUMENT ENCASEMENT �3' NG QR4fESS/CIVIL Henuucs=-OF 8 PER C.O.B. STD. S-3. PER C.O.B. STD. S-29 1 • 'Xi ENGINEERS ;A ell RTER & ASSOC. VEDA STREET WITH 0.20' A.C. OVER 0.65A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 F DELMARTER & ASSOC. No 1754 2019 WEsrMND DRIVE STE 'C" BAKERSFIELD, CA. 93301 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 BY: CANDIA AVENUE PHONE 327-1486 FAX 327-1452iWEO�o t w 0 PROPOSED SEWER OR STORM DRAIN MANHOLE JAMES K. DELMARTER ND PLANNING.' PINpCIY1L R.C.7564 oNSURVEYOR PROPOSED SEWER LINE F � CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A —'— OF CAL _ � � PROPERTY LINE: =SD— PROPOSED STORM DRAIN DATE: / �� � _- � �� JOB N 0.14091 B x CURVE TABLE a a DELTA RADIUS TANGENT LENGTH w W m 30.00' 47.12' C2 m 30' 30.55' 47.69' O O 20' M h 31.42' C4 22'25'35" 37' � 0 cfl 82' - 96.50' C6 ~ 37' to n m to , co to m h +� ti' q ,+� m W n o ± W W to SCALES HO RIZ : V-50' VERT: 1"= 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 1 F i i i # i i i i i € '• i } I i i i # i ! f } # i € t i 1 1 to: too ! co o w o ? O o tD n. _________._ Jp F ! 2 ! # ! # ! t # ! 1 ! ! 2 2 rn ; m to, { 3 f t wt # S O ' I # ; O # i Q; ;d' h hr w 3 U UO U t ` # ! € € i i ! # # I o I # > ! I # # # # 1 U U o a: Vm w t i m # a 1 w t„' £ w ; € m } M # 4 M ; i M t0 tn, M ! i ! aoi M M; t+) M M } N I o i o 1 i ii ; # z Zi i !! of 2 , of z U ! ' # . 362 ++ } } V + + > ___ 362 , # o� \, ST GUTTER G-_.._UT.TE.__.R.__...PROFILE R._ O_F# I.L._•__E I!;f_IjII1 i 360 NORTH _GUTTER _ PROFILE ROFILE -0.2009APPROXMATE NATURAL GROUND I#!. _ _ 360 __ , ?-0.200% 100' VC �AOPROXIMATE NATUkAL GROUND 0 CENTER LINE #4€ #i . ! #I€ !## !#i #1€#€ ;€ €#s II!! I _ __.____ =0.20% _ __________358 356 356 _.-.4.. Mi z IN 1 NNm O ON O of oo o z°a # �mro' m #i tn t II --_________- .- _____ __;__-_..-__-____._.__-__-_._ _irw 2 co co Qi x U Qi N N Q mm i €U a i o dva. w - m �tp M € E QD N 7 Lo tri ? Oz z 101 € i I I 4m � i i € 0)! I !to i N � rn(> # € + m : � + +? + + 362 ._#_____________. 362�_-w___10� EAST GUTTER ORonLE SOUTH GUTTER PROFILE APPROXIMATE NATURAL GROUND 0 00% = -5009; -_____._ _._CEITER,ItE__a360 ._ 0.200360 10' VC AP#PROXIMATE NATURAL GROUND 0, CENTER LINE -0.200% 358 358 356 ? TRACT NO. 6865 PHASE 1 15' a EXHIBIT "A" STREET PLANS & PROFILESNOTES 8LEGEND TRAFFIC CONTROL SIGN 4' TYP CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO ON PANAMA) CONSTRUCT 6" TYPE "A" DRIVEWAY PER S SHEET 4 PROPOSED STD. ST -7 DRAWN BY JKD �41�0 -15STD. S-1 WITHWCONSTRUCT STD. SURVEY MONUMENT ENCASEMENT �3' NG QR4fESS/CIVIL Henuucs=-OF 8 PER C.O.B. STD. S-3. PER C.O.B. STD. S-29 1 • 'Xi ENGINEERS ;A ell RTER & ASSOC. VEDA STREET WITH 0.20' A.C. OVER 0.65A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 F DELMARTER & ASSOC. No 1754 2019 WEsrMND DRIVE STE 'C" BAKERSFIELD, CA. 93301 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 BY: CANDIA AVENUE PHONE 327-1486 FAX 327-1452iWEO�o t w 0 PROPOSED SEWER OR STORM DRAIN MANHOLE JAMES K. DELMARTER ND PLANNING.' PINpCIY1L R.C.7564 oNSURVEYOR PROPOSED SEWER LINE F � CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A —'— OF CAL _ � � PROPERTY LINE: =SD— PROPOSED STORM DRAIN DATE: / �� � _- � �� JOB N 0.14091 B x CURVE TABLE _ CURVE DELTA RADIUS TANGENT LENGTH Cl 90100'00" 30' 30.00' 47.12' C2 91'02'30" 30' 30.55' 47.69' C3 90'00'00" 20' 20.00' 31.42' C4 22'25'35" 37' 7.34' 14.48' C5 67'25'35" 82' 54.71' 96.50' C6 90'00'00" 37' 37.00' 58.12' SCALES HO RIZ : V-50' VERT: 1"= 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 1 F i i i # i i i i i € '• i } I i i i # i ! f } # i € t i 1 1 to: too ! co o w o ? O o tD n. _________._ Jp F ! 2 ! # ! # ! t # ! 1 ! ! 2 2 rn ; m to, { 3 f t wt # S O ' I # ; O # i Q; ;d' h hr w 3 U UO U t ` # ! € € i i ! # # I o I # > ! I # # # # 1 U U o a: Vm w t i m # a 1 w t„' £ w ; € m } M # 4 M ; i M t0 tn, M ! i ! aoi M M; t+) M M } N I o i o 1 i ii ; # z Zi i !! of 2 , of z U ! ' # . 362 ++ } } V + + > ___ 362 , # o� \, ST GUTTER G-_.._UT.TE.__.R.__...PROFILE R._ O_F# I.L._•__E I!;f_IjII1 i 360 NORTH _GUTTER _ PROFILE ROFILE -0.2009APPROXMATE NATURAL GROUND I#!. _ _ 360 __ , ?-0.200% 100' VC �AOPROXIMATE NATUkAL GROUND 0 CENTER LINE #4€ #i . ! #I€ !## !#i #1€#€ ;€ €#s II!! I _ __.____ =0.20% _ __________358 356 356 _.-.4.. Mi z IN 1 NNm O ON O of oo o z°a # �mro' m #i tn t II --_________- .- _____ __;__-_..-__-____._.__-__-_._ _irw 2 co co Qi x U Qi N N Q mm i €U a i o dva. w - m �tp M € E QD N 7 Lo tri ? Oz z 101 € i I I 4m � i i € 0)! I !to i N � rn(> # € + m : � + +? + + 362 ._#_____________. 362�_-w___10� EAST GUTTER ORonLE SOUTH GUTTER PROFILE APPROXIMATE NATURAL GROUND 0 00% = -5009; -_____._ _._CEITER,ItE__a360 ._ 0.200360 10' VC AP#PROXIMATE NATURAL GROUND 0, CENTER LINE -0.200% 358 358 356 ? TRACT NO. 6865 PHASE 1 15' a EXHIBIT "A" STREET PLANS & PROFILESNOTES 8LEGEND TRAFFIC CONTROL SIGN 4' TYP CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO ON PANAMA) CONSTRUCT 6" TYPE "A" DRIVEWAY PER S SHEET 4 PROPOSED STD. ST -7 DRAWN BY JKD �41�0 -15STD. S-1 WITHWCONSTRUCT STD. SURVEY MONUMENT ENCASEMENT �3' NG QR4fESS/CIVIL Henuucs=-OF 8 PER C.O.B. STD. S-3. PER C.O.B. STD. S-29 1 • 'Xi ENGINEERS ;A ell RTER & ASSOC. VEDA STREET WITH 0.20' A.C. OVER 0.65A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 F DELMARTER & ASSOC. No 1754 2019 WEsrMND DRIVE STE 'C" BAKERSFIELD, CA. 93301 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 BY: CANDIA AVENUE PHONE 327-1486 FAX 327-1452iWEO�o t w 0 PROPOSED SEWER OR STORM DRAIN MANHOLE JAMES K. DELMARTER ND PLANNING.' PINpCIY1L R.C.7564 oNSURVEYOR PROPOSED SEWER LINE F � CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A —'— OF CAL _ � � PROPERTY LINE: =SD— PROPOSED STORM DRAIN DATE: / �� � _- � �� JOB N 0.14091 B x a Go M mC's U to O + N OD M + z 0 a C3 w SCALES HO RIZ : V-50' VERT: 1"= 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 1 F i i i # i i i i i € '• i } I i i i # i ! f } # i € t i 1 1 to: too ! co o w o ? O o tD n. _________._ Jp F ! 2 ! # ! # ! t # ! 1 ! ! 2 2 rn ; m to, { 3 f t wt # S O ' I # ; O # i Q; ;d' h hr w 3 U UO U t ` # ! € € i i ! # # I o I # > ! I # # # # 1 U U o a: Vm w t i m # a 1 w t„' £ w ; € m } M # 4 M ; i M t0 tn, M ! i ! aoi M M; t+) M M } N I o i o 1 i ii ; # z Zi i !! of 2 , of z U ! ' # . 362 ++ } } V + + > ___ 362 , # o� \, ST GUTTER G-_.._UT.TE.__.R.__...PROFILE R._ O_F# I.L._•__E I!;f_IjII1 i 360 NORTH _GUTTER _ PROFILE ROFILE -0.2009APPROXMATE NATURAL GROUND I#!. _ _ 360 __ , ?-0.200% 100' VC �AOPROXIMATE NATUkAL GROUND 0 CENTER LINE #4€ #i . ! #I€ !## !#i #1€#€ ;€ €#s II!! I _ __.____ =0.20% _ __________358 356 356 _.-.4.. Mi z IN 1 NNm O ON O of oo o z°a # �mro' m #i tn t II --_________- .- _____ __;__-_..-__-____._.__-__-_._ _irw 2 co co Qi x U Qi N N Q mm i €U a i o dva. w - m �tp M € E QD N 7 Lo tri ? Oz z 101 € i I I 4m � i i € 0)! I !to i N � rn(> # € + m : � + +? + + 362 ._#_____________. 362�_-w___10� EAST GUTTER ORonLE SOUTH GUTTER PROFILE APPROXIMATE NATURAL GROUND 0 00% = -5009; -_____._ _._CEITER,ItE__a360 ._ 0.200360 10' VC AP#PROXIMATE NATURAL GROUND 0, CENTER LINE -0.200% 358 358 356 ? TRACT NO. 6865 PHASE 1 15' a EXHIBIT "A" STREET PLANS & PROFILESNOTES 8LEGEND TRAFFIC CONTROL SIGN 4' TYP CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO ON PANAMA) CONSTRUCT 6" TYPE "A" DRIVEWAY PER S SHEET 4 PROPOSED STD. ST -7 DRAWN BY JKD �41�0 -15STD. S-1 WITHWCONSTRUCT STD. SURVEY MONUMENT ENCASEMENT �3' NG QR4fESS/CIVIL Henuucs=-OF 8 PER C.O.B. STD. S-3. PER C.O.B. STD. S-29 1 • 'Xi ENGINEERS ;A ell RTER & ASSOC. VEDA STREET WITH 0.20' A.C. OVER 0.65A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 F DELMARTER & ASSOC. No 1754 2019 WEsrMND DRIVE STE 'C" BAKERSFIELD, CA. 93301 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 BY: CANDIA AVENUE PHONE 327-1486 FAX 327-1452iWEO�o t w 0 PROPOSED SEWER OR STORM DRAIN MANHOLE JAMES K. DELMARTER ND PLANNING.' PINpCIY1L R.C.7564 oNSURVEYOR PROPOSED SEWER LINE F � CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A —'— OF CAL _ � � PROPERTY LINE: =SD— PROPOSED STORM DRAIN DATE: / �� � _- � �� JOB N 0.14091 B x F_ W W� ,F L 1 = NV) Q Uuj ) W W U �N QO Um LO UM 00 z 2 o ►oto Z Mph cr JZM W UMZ J O N� 06 Z W) '* vl 0- + +<w O Oma I 18' 18' 112 41+1 VARIES MASONRY WALL SEE WALL PLANS + R/W + C1 vt C3 I S89'31'28"E 10 _ NO __j-+OQS D— *11i O ©N SAMAN STREET rr3r— )-1 R/W7PLANS MASON18' 18'1�WII � VARIES 1. N to CD M M 2 2 in co O tm)i M N O ± CURVE TABLE h CURVE W RADIUS 1DELM4RTER & ASSOC. LENGTH Cl M 30' 29.15' z U U) W. W m i fy V) M n W + 31.42' C4 12 LOT E 1 37' 7.34' I 18' 18' 112 41+1 VARIES MASONRY WALL SEE WALL PLANS + R/W + C1 vt C3 I S89'31'28"E 10 _ NO __j-+OQS D— *11i O ©N SAMAN STREET rr3r— )-1 R/W7PLANS MASON18' 18'1�WII � VARIES 1. N to CD M M 2 2 in co O tm)i M N O ± W CURVE TABLE h CURVE DELTA RADIUS TANGENT LENGTH Cl 88'21'29" 30' 29.15' 46.26' C2 91'38'31" 30' 30.87' 47.98' C3 90'00'00" 20' 20.00' 31.42' C4 22'25'35" 1 37' 7.34' 14.48' C5 67'25'35" 82' 54.71' 96.50' C6 90.00'00" 37' 37.00' 58.12' W aq h v� Z W m I— O M z H Q W N W = Q c00 CO Q /U M M <t 2 < tD � O M Q U <L Ld W +C.0 0 0 rf%i Q = •n n z z z z CO fl J W Q M 0u- W d0- io U z WCo 2 18' 1tS` 8' 112 W OM <Z + \ZM C*4 z C4�j U 2 UO N Z N N Mm0 61 +QW Mm0 DO _t00� DD OO_ C5 C4 \_ �N— 0 9 SUMP aq h v� Z W m I— O M ry 1- H Q W N W = Q c00 CO Q KMY M M U CO 2 2 Z O M +C.0 0 z U no U a O_ w ILI Z o 04 ti * dN- ONi d0- Obi OD Lfi 00 O M O to M+ N + \ZM C*4 U 2 N z ul05a +QW Mm0 a DELMARTER & ASSDC �— bi �— _D z W Go fy °0 tc) M Q M M (� W LLi W mo GLV) o 0 O �/ O O O W O N �Y U to 1� 60 i 1 I 33 32 1 12 18' 18' 12 12 0 ! + n � �R/W{ CV C3 C3 C3 ___ __S 1 _ 4+80.00 - +�_ 0 6�QSZ © 7+00 N00'28'32"E ESTAVEZ STREET O �. I} 6+20.00� R/W I 0 2C I 10 11 .- M W In QDO to Z W m I— O M ry 1- 2 Q W N W = Q c00 O < W O M C' nC + 18' 18' 1 2 O O Co rn n + SCALES +C.0 0 8+00 74 10 11 .- M W 0) 12 Oai M M Z W m I— O f- W = Z w w O M Z m� U m to Q 0 I- O Q ��Q�1 lJ ! W W a z W O O Co rn n + SCALES HO RIZ : 1" — 5 0' VERT: 1"= 2' 0 1 2 2 3 4 5 6 7 8 ? i ! s t I i i 3 { co { 2 i i # I # # # € t # 3 Q t m . i , , + - — — — — — — — to Z I I 2 a! I# €! s # # £ # ! } ,m t to i 1 3 CO W t f # € M tq n i M ? i ! ! M # # M } 1 M 1 # # I 2 ki in m'n M ( Z d ! i [ ; I i 3 Z iWO t°Oo 1 2 i 1 2 z # 1 i i ! U \ ( N 04 M i ! € i i 3 �° # JzM ! O O { 0 ! 362 �._____ _ _ _ _. _. _ _ 362 _ _ _ _ _ _ f __ _ _ _ _ _ _ _ __ _. _ _ ._ ._ __ _ __ __. _ ,._ _ _v _ _. __ __ _. __.s ! _� 1� t3- 2 1 m ,O r r # 0)i l U \ ap rn rn w # m rn rn t #` ! } # # a # 2 O N� # CO 2 # 4 a 1 i �3 # p i ��J { O t m O ( 00 # # ! E 00 }M M O I ! CD O- 1 nj ! i 2 1 �1 Z� N 2 2 Q) O_ ! 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NORTH TTER PROFILE t i t S E # # i ' ` T GUTTER PROF t WEST LE E 358 __�_ ___________ _-._________.__. __.__..__._________._. ____ __..__.._. __._______-..__..._.. __.________._.__ _._.._._.____._..._ _ .__.____ _ _.. € _.. _.. .;__....__._. __.... _..._. a _ .._ _ _ .._.E_. + F i ...�_ e_._ 358 # , 356 r......_..._..,_.______,.._ -"_i____....____... __..•. _....__.. t_... _.____.. _.. ._........_.___.__.._,_•___..__.___.._._.__._,_...._.__.___.__.w.______.......___.._...__....d_._.._...._..._..._.__......,..,.—.._..S_—.._._......_,.._...... _.-._..._„�.._..... ..__.. _.. _._....____._._._,_._.....__-__i_._.____.____._,..._..1..___-...______...,_.____i_.__.__..__._.___. ._..._.-_.__.»-__.__ .....__...,. _. _...__ .__..,___, _. _.,.—_. __--___..__.__..___. _b ._. ___.______.__.1—__. ___._--.._.__—__---".---_.__. _4._.__-_..____... _. ___ _..._•_____....___.- 356i�___..___--_-_______a.______.._-------_�_--______ ,_._.._________. .z___.___ r .� � � ,- � _ I # # # ! 1 -p - to 1 ? § € 4 of I # to # } # # O ! 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APPROXI1v ATE NATURAL GROUND N J ! , ROXIMATE NATURAL GROUND # # # 36 0 APF # i i I E ( { w 1 i ! # ®CENTER LINE 1 # a 'z t �_ i ®ENTER UNE # } � r t i t i 3 � N o_ i 360 _ ._ .. _ _.....____._---- w ? i 0.200! i ! # s J i ' 1 ! 0.320% # ! _ i i I 1 0.200% i 0.500 • # 1 3 i i . { € -0.233% 1 I fi ? SOUTH GUTTER PROFILE i s EAST GUTT�R PROFILE # # # # # # s 1 x t __.__.._.___..__.._____ : # i # __.___________ 3_____.__-EASZ!-GUT7ER..PRQFILE.#____.______..__#__________._ # __..____._._--_---.____._ _ - - . _.. ___ _--____ ______.__ _------ ---. ' ___- -- ` - 358. # ! s 1 # I '7cc J NOTES & LEGEND 15'TYPI -1 TRAFFIC CONTROL SIGN 4' TYP 1� CONSTRUCT 6" TYPE "B” CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO ON SPARKS) STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT f---13' WING PER C.O.B. STD. S-29 16' TYP TYP Q PAVE WITH 0.20' A.C. OVER 0.65' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 © CONSTRUCT WiDE CROSS GUTTER PER C.O.B. STD. S-35 A INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0 PROPOSED SEWER OR STORM DRAIN MANHOLE - N y ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A S- PROPOSED SEWER UNE = SLS= PROPOSED STORM DRAIN CONSTRUCT 6" TYPE "A" DRIVEWAY PER PROPOSED STD. ST -7 TRACT NO. 6885 PHASE 1 V FES StODRAWN BY: JKD PA -MOL 15 DELMARTER & ASSOC. wNa 17564 rn� / BY JAMES K. DEL ARTER �T9 C1yty �`� R.C.E. 564 lF OF CA1.\4� :!f -le". DATE: EXHIBIT "A" — STREET PLANS & PROFILES SHEET )Auucs_ 5 N'= = ANITAMO" CIVIL STROF 8UCTURAL= ENGINEERS SAMAN STREET DELMARTER & ASSOC. 2019 WESTVAND DRIVE STE "C" BAKERS'FIELD, CA. 93301 ESTAVEZ STREET PHONE 327-1486 FAX 327-1452 =_LAND PLANNING: SURVEYORS D LEVELING PROPERTY UNE: SION l • I 3�0� / == Bay r� .. �DRAFT,NG: .JOB NO.14091 B m M 2 � Z t^ J M Ld z a � a m co N 00 46 H W W ry co D,.-LWTER S ASSN. � r M M O 1_ z LdU Q V rn 0) Q in coo 45 44 43 42 41 40 12 18' 18' 1 �2 4 R/W + 39 1 38 1 37 1 36 1 35 VS mWA�V 0,. ♦ .• 00 00 ��t0 tr q 000 t� �� r!, DO CORREGIDORA AVENUE o8+61.59 Q . + 12 18't: 8' 18' 12 it I M 47 N t0 co u� tri to to to M M M 2 2 2 w � � ZU U j m w w rn 0) to to Q M 0> m N m a co co 0) u to m r W W o 0) M Lo C) w Lu = 0 Q (n 0 o6 LLJ + V) W t° W 34 33 I 1 ! 1 12'18'18'12 11 # { C1 � cn e 00 16+00 _ +— I 16+66.09 -� 00 C1 CURVE TABLE CURVE DELTA RADIUS[TANGENT RJW Cl 90'00'00" 20' 1 20.00' 31.42' CURVE TABLE CURVE DELTA RADIUS[TANGENT LENGTH Cl 90'00'00" 20' 1 20.00' 31.42' )]12'118'18'12 57 58 59 60 N 11I 0 rn to M 2 a! 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RETIRNS & CROSS 112'1118' 18'1112 LIMIT OF PAVING GUTTER w/ PHASE 1 CONST WITH PHASEIN R/W SALAZAR 12+o0 AVENUE`'' 13+00 13+71.. 14+00 15+00 0 0016+00 16+65.45 cn U) CURVE bi O LLJ O n to M 1f Q W W U V J � O ui � W Q U) N — W W n v) 12 18' j18' 11 vcl Cl 8+60.95 +QQ — N8928"WDom– '31'1DI-0 — —10+75.02 a1 — i— I I I 0 i" M M M 2 N N w 00 z m J M ( i d m rn rn N + + n 00 Cl i# 12 18' 18' 1 it LU 21 22 W III I -- W I— W Iy Iz D Q O W U N — W z > z " DELMARTER & Assoc. O Q In Z 00 0 o6d J co Of m V J o\ V' Q M n W M te) M M 2 Ki mw 070 Z Ld2 � LLJ JOM ry WUZ j m wto m N N d O N\ O I'•- o r i--- �. Z !L M •-� 01 N M D O + D 13 I I J! >II ►>t I I Ii li ( I 1811 18� 18 1181 50, CONST. RETIRNS & CROSS 112'1118' 18'1112 LIMIT OF PAVING GUTTER w/ PHASE 1 CONST WITH PHASEIN R/W SALAZAR 12+o0 AVENUE`'' 13+00 13+71.. 14+00 15+00 0 0016+00 16+65.45 cn U) CURVE 1n O ITANGENT O n to M 1f Q W W U Z w Q W V 14 15 16 17 + m 2.5 24 25 Lb 21 2- b 29 .5U .51 152 CURVE TABLE CURVE I DELTA I RADIUS ITANGENT I LENGTH Cl 90'00'00" 1 20' 1 20.00' 1 31.42' 0.50'+4.5'02%=0.59 ,.56' 0 0.2% = 0.01' TYP kIL SHOWING A.D.A. COMPLIANCE m I 18' I M f— > `� Ld Oi Q O LIJ M � rY��// U LLJ f m ,n V l Lo 13 N N t - W > S Q U) � W LLJ to S C ALE S HO RIZ : 1" -50 VERT: 1'- 2' J NOTES & LEGEND 15'a.TYPI 4' TYP 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. -i- INSTALL STREET SIGN PER C.O.B. STD. S-40 CONSTRUCT 6" TYPE "A" DRIVEWAY PER STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALKCONSTRUCT TD. SURVEY MONUMENT ENCASEMENT 3 PROPOSED STD. ST -7 SEEMENT WING PER C.O.B. STD. S-3. ("—"{ PER C.O.B. STD. S-29 16' TYP TYP © PAVE WITH 0.20' A.C. OVER 0.65' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 -� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0 PROPOSED SEWER OR STORM DRAIN MANHOLE CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A — S___.- PROPOSED SEWER LINE ===SD--- PROPOSED STORM DRAIN QROfESStpa DRAWN BY : JKD DlkTE0:-15 9 J. Dft,. Fye y a ILMARTER & ASSOC. LuNa 17564 m * * BY: JAMES K. DELMARTER �T9 civi'L ��`� R.C.E.:()564 TF Of CA1 DATE: EXHIBIT "A" — STREET PLANS & PROFILES S011=- SHEET 8 ANITATiON=_ CIVILH1DR"_uucs_ OF 8 §1RUCTURAI=�= SALAZAR AVENUE ENGINEERS -_--= DELMARTER & ASSOC. 2019 WESTVAND DRIVE STE 'C' BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 !•/-&S651041 JOB NO.140916 7 8 9 10 11 12 13 14 15 16 17 FN Go °�° t #<9M ? 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TRACT NO. 8885 PHASE 1 J NOTES & LEGEND 15'a.TYPI 4' TYP 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. -i- INSTALL STREET SIGN PER C.O.B. STD. S-40 CONSTRUCT 6" TYPE "A" DRIVEWAY PER STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALKCONSTRUCT TD. SURVEY MONUMENT ENCASEMENT 3 PROPOSED STD. ST -7 SEEMENT WING PER C.O.B. STD. S-3. ("—"{ PER C.O.B. STD. S-29 16' TYP TYP © PAVE WITH 0.20' A.C. OVER 0.65' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 -� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0 PROPOSED SEWER OR STORM DRAIN MANHOLE CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A — S___.- PROPOSED SEWER LINE ===SD--- PROPOSED STORM DRAIN QROfESStpa DRAWN BY : JKD DlkTE0:-15 9 J. Dft,. Fye y a ILMARTER & ASSOC. LuNa 17564 m * * BY: JAMES K. DELMARTER �T9 civi'L ��`� R.C.E.:()564 TF Of CA1 DATE: EXHIBIT "A" — STREET PLANS & PROFILES S011=- SHEET 8 ANITATiON=_ CIVILH1DR"_uucs_ OF 8 §1RUCTURAI=�= SALAZAR AVENUE ENGINEERS -_--= DELMARTER & ASSOC. 2019 WESTVAND DRIVE STE 'C' BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 !•/-&S651041 JOB NO.140916