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HomeMy WebLinkAbout1.1-6865 Ph 1 Record DrawingCTX OF SON PLANS IASE 1 111116INSI I KERN CY - CALIFORNIA ASPHALT NOTES, STANDARD NOTES ASPHALT CONCRETE PAVING NOTES: 1. Asphalt Concrete stall be Type 'A' (modified) for all'' arterial and collector streets and Type 'B' (modified) for focal streets and shall conform to the provisions in Section 39, Asphalt) Concrete", of the Standard Specifications and these Special Provisions. 2. Prior to the odditioi of asphalt binder, the combined mineral aggregate for Type 'A' (modified) or Type 'B' (modified) Asphalt Concrete shall conforry 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 he City Engineer. The Asphalt !Binder shall conform to the requirements in the table for "Steam -Refined Paving Asphalts", in S ction 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 p for to the start of work, the C tractor 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 submit ed 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 olds The Contractor shalt bear all the costs associated with the asphalt concrete mix design. 6. Where new asphalt oncrete pavement is to confo to existing paved surfaces, the existing pavement is to be saw cut in a neat straight line, either pa illei or perpendicular to the cen,lterline of the street, and at a minimum distance of one (1) foot from the existing edge of pavement. 7. A prime coot will n t 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 aint 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 lopered 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, a d compacted to form smooth, tapered connections. 11. Where the compac ed thickness of a layer of asphalt concrete is 0.15 foot or less, paving operations shall be conducted in such a manner that, at th 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 b fore the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to focilitate 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 1 feet. Additional asphalt concrete shall be placed along the transverse drop-offs on each lane. Such additional asphalt con rete 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, nay be placed under the conforms to facilitate the removal of the conforms when paving operation resume. 13. Asphalt Concrete tholl 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 De sity of any lot of asphalt concrete is less than 92 percent or Greater than 94 percent of the maximum theoretical density, thi contractor will be advised that ,the required relative compaction is not being attained and that the materials or procedures, or bott, if needed, are to be adjusted. I 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 met 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 requi ement. The corrective work shall be at the contractor's expense. 16. The Field Densityf compacted asphalt concrete shall be determined by: A. A properly calibratednuclear 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 sur ace of the asphalt concrete doe not meet the specified surface tolerances, it shall be brought within tolerance by either: A. Abrasive grinding w th equipment utilized diamond blades, B. Removal and replacement, or C. Placement of an asphalt concrete overlay. The method will be se ected by the City Engineer. The: corrective work shall be at the contractor's expense. 18. If abrasive grindinc 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 neares lane line or pavement edge and the transverse limits of grinding are normal to the pavement centerline. All ground areas shall car form to the requirements in the first paragraph and the last four paragraphs of section 42-2.02, "Construction", of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the contractor's expense. The Fog Seal coat shall be either 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 "Greenback"??. ?.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 Caltrans standard specification section 19-1.03 per the City of Bakersfield: Immediately prior to p acing subsequent layers of mot ial 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 loot above or below the grade established by the engineer. B. When the subbase r base material (other than asphalt concrete base) is to be place on the grading plane, the grading plane at any point shall not va y more than 0.04 foot above orl below the grade established by the engineer. 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 i� 0 �D H O U) EAST PACHECO ROAD EAST FAIR W PQ IX E- U) TRACT 6865-1 EAST PANAMA LANE VICI fTY MAF' N.T.S. 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 FLOW-INES 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. ST'D 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 UNTIL 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 A A VARIES 45' - 61' B C C B 20' 6' MASONRY WALL 20' SEE WALL PLANS 11' VARIES 34' - 50' PAD 1.5' ABOVE F/L 2' 2' PAD 1.5' ABOVE FA2' PAD 27. 2% 2% `� ^,2� _2% B % B 30' SEELINIS FOR STREET "--TYPICAL TYPE "A" CURB AND GUTTER TYPICAL TYPE "A" CURB AND GUTTER W/4.5' WIDE SIDEWALK W/5.5' WIDE SIDEWALK T.I = 4.5 - MIN. "R" VALUE = 15 0.20' TYPE "B" ASPHALT CONCRETE 0.65' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY STREET SECTION CITY OF BAKERSFIELD / CAL -TRANS STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. NO. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ESTIMATED 0 ST -3 tANT`�ECARISING ST -4 RESIDENCE DRIVEWAY ST -9 THROUGH ST -11 STREET SPECIFICATIONS ST -13 SURVEY MONUMENT ST -14 FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. v `v STREET SIGN i � � { v 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF 8. SALAZAR AVENUE BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF PHASE 1 TRANSPORTATION, STANDARD SPECIFICATIONS. TYPE "B" CURB & GUTTER 9128 LF 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY SIDEWALK 45121 SF CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE: (805)326-3049. AC PAVING 4037 TON 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE AGGREGATE BASE 6180 CY OVER EACH LATERAL. MONUMENT 18 EA 9. DELMARTER AND ASSOCIATES CIVIL ENGINEERING SHALL NOT BE STREET LIGHT 100 WATT 5 EA RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, STREET LIGHT 70 WATT 11 EA THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN METRO STREET SIGN 5 EA WRITING BY DELMARTER AND ASSOCIATES ENGINEERING. STANDARD STREET SIGN 19 EA 10. COMPACTION TEST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR/ TRAFFIC CONTROL SIGN 13 EA DEVELOPER. NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY THE CITY ENGINEER. CROSS GUTTER 488 SF 11. WARNING/REGULATORY SIGN PANELS SHALL BE MOUNTED ON POSTS SAWCUT 864 LF W/HAWKINS M2G SERIES BOLT & VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN ARTERIAL STREET 2010 LF SIDEWALK 6 INCHES FROM BACK. COLLECTOR STREET 1,321 LF 12 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING LOCAL STREET 10070 LF 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 FLOW-INES 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. ST'D 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 UNTIL 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 A A VARIES 45' - 61' B C C B 20' 6' MASONRY WALL 20' SEE WALL PLANS 11' VARIES 34' - 50' PAD 1.5' ABOVE F/L 2' 2' PAD 1.5' ABOVE FA2' PAD 27. 2% 2% `� ^,2� _2% B % B 30' SEELINIS FOR STREET "--TYPICAL TYPE "A" CURB AND GUTTER TYPICAL TYPE "A" CURB AND GUTTER W/4.5' WIDE SIDEWALK W/5.5' WIDE SIDEWALK T.I = 4.5 - MIN. "R" VALUE = 15 0.20' TYPE "B" ASPHALT CONCRETE 0.65' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY STREET SECTION CITY OF BAKERSFIELD / CAL -TRANS STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. NO. 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 AC71MTY (S1rWI?CB 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 (SWIPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (ACID) NUMBER 5F15C372217 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. No. 17564 CIVIL Or CAI\ SHEET INDEX OL�l4 0 18 17 16 15 Q N3 d SALAZAR AVENUE 19 47 74 KEY MAP 20 21 22 23 24 25 26 27 28 29 30T32 5f 73 45 44 43 42 41 40 39 38 37 36 35H3]3 8. CORREGIDORA AVENUE 48 49 50 51 52 53 54 55 56 57 58 5f 73 72 71 70 69 68 67 1 66 65 64 63 6,e CANDIA AVENUE w 1 w C2 3 4 5 6 7 8 a c� EAST PANAMA LANE F SAMAN STREET K11 � 10 a 1" - 200' 3 h 3-11-.2014-, REVIEWED BY ASST. PUBLIC WORKS DIRECTOR------��--��'` I 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. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED'' DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. ff;,/, "I ZIA991 JAMES K. DELMARTER` R.C.E. 17564 DAT E 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 R/W EAST OF CA BY SEPARATE INSTRUMENT VARIES 55-69' _ 6' MASONRY WALL VARIES 48-62' - 12' SEE WALL PLANS 10' 2' i 12t EXIST PAD 1* 0.3' MAX 29, 3.0% f 10'~ VARIES 1.5- 4:� 2.5'MAX EXST-- -- qk \ 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 95% MAX. REL. DENSITY SPARKS STREET SECTION 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 PAIHNG TO 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 TOP OF CONCRETE 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!IANE AND SPARKS STREET ELEV. = 362.32 U.S.G.S. BASIS OF BEARINGS THE BEARINGS; OF N89031'28"W FOR THE C/L OF EAST PANAMA LANE PER PARCEL MAP N0. 11250 PARCEL MAP BK. 55; PG. 103 CECORD pRAWIN% i.� RM#1795UryDATS 1<2 TRACT N0. 6885 PHASE 1 saNlTanoN_ STREET IMPROVEMENT PLANS ,A�LI CIVIL=CT-uRAU ENGINEERS FOUNDATTIONs- d ��MARMR AND ASSOC. DATA; 1i-20-15 �t@ ___]2019 wEsrmw DRIvE sm "C' BAKERSFIELD, cA. 93301 BY PHONE 327-1486 FAX 327-1452 INO. 14091 B DRQ BY J.K.D. APPF;r f. / -&A &S P,r-11 CRY NrJ. SHEET 1 OF 8 DRAWM RE GATEWAY 13+00 I z Q I- Iy to co M Z W Z J i- LLJ W (LLJ� V I to V l N n in MASONRY WALL SEE WALL PLANS LIMIT OF PHASE 1 PAVING w/ -,> CHANNELIZERS - PAVE PER SECTION ON SHEET 1 4 Al� LOT D REMOVE EXISTING AND X �6x v �� a REPAVE WITH PHASE 3 �i3 p0 "� -- - _ _ - '�` 'j �- Do FOG UNE 11'-14' NORTH ��SAW CUT 4- -171'74:35 - 1'8+69:35 19+00 19+18.18- 14+00 15+00 S89'31'28"E CONST REMAINDER MEDIAN WITH PHASE 3 CONST MEDIAN WITH PHASE i RELOCATE EXISTING CHANNELIZERS -- TO THIS LINE TRACT N0. 6333-1 R/W 200' 9 SUMP Go rn o M Z 2_ U in O Go to N 11 O w �C4 - li SEE BAY TAPER Cl }t/�TELEPHONE ____ _. ____= _=6 TABLE 1 RELOCATE EXISTING POLE TO LOT B B EAST PANAMA LANE © `� __--------_---- -.---- - ----___-__---------- FUTUREMEDIAN2f-+b0_- - 22+00 23+00 y_F_.--- _..____.___ 24+00` ___._ __.___-24+98.4 5+00_---.____ _s,_-_-# -a' �S�2$9i - - 3� -- ---------------- N "*--ADDITIONAL PAVING w/ 6' SHOULDER -�. i� Fnr.F FYI -RT pewrJc N MONUMENT 1 W W U) w U) a w 50' A, CURVE TABLE a x �o 00 DELTA RADIUS TANGENT LENGTH Cl F co o to 13.64' 27.28' C2 90'00'00" 30' Q M U M C3 91'02'30" 30' 30.55' 47.67' U Z 2 30' 30.03' 47.15' 3.14' c0 z_ Z J w J 10CONSTRUCT t0 0 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT OD Mt0 Z 0 O ^ M (o 1 M c 0 M Z O co M Z 1ELNARTER & AMC. J \M 1 J H J © W U Z w J\ w io r` 0 INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q O ►- F vi 4 PROPOSED SEWER OR STORM DRAIN MANHOLE to O 0 m' < 1 to =SD= I o m i V) U clOZM W Z m w ��Qf� tJ w O O Z m w OR > V 2 3 U,� 4� 5 no 6 7M 8 + in a co to N N N 11 1 0 mO 0 + _ N 20' 20' 0 a-- N N MASONRY WALL INSTALL 2 4" SCH. 40 PVC LINTO MEDIAN 1!!!!I 17S SEE WALL PLANS REMOVE EXISTING AND X �6x v �� a REPAVE WITH PHASE 3 �i3 p0 "� -- - _ _ - '�` 'j �- Do FOG UNE 11'-14' NORTH ��SAW CUT 4- -171'74:35 - 1'8+69:35 19+00 19+18.18- 14+00 15+00 S89'31'28"E CONST REMAINDER MEDIAN WITH PHASE 3 CONST MEDIAN WITH PHASE i RELOCATE EXISTING CHANNELIZERS -- TO THIS LINE TRACT N0. 6333-1 R/W 200' 9 SUMP Go rn o M Z 2_ U in O Go to N 11 O w �C4 - li SEE BAY TAPER Cl }t/�TELEPHONE ____ _. ____= _=6 TABLE 1 RELOCATE EXISTING POLE TO LOT B B EAST PANAMA LANE © `� __--------_---- -.---- - ----___-__---------- FUTUREMEDIAN2f-+b0_- - 22+00 23+00 y_F_.--- _..____.___ 24+00` ___._ __.___-24+98.4 5+00_---.____ _s,_-_-# -a' �S�2$9i - - 3� -- ---------------- N "*--ADDITIONAL PAVING w/ 6' SHOULDER -�. i� Fnr.F FYI -RT pewrJc N MONUMENT 1 W W U) w U) a w 50' A, RECONSTRUCT EXIST R/W DRIVEWAY AS DIRECTED BAY TAPER CURVE TABLE STATION OFFSET FROM CA CURVE DELTA RADIUS TANGENT LENGTH Cl 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' RECONSTRUCT EXIST R/W DRIVEWAY AS DIRECTED 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 21+44.66 52.80' LT 21+52.16 52.43' LT 21+59.67 52.39' LT S C ALE S HO RIZ : 1" -50' VERT: 1" = 2' 13 14 15 16 17 18 19 20 21 22 23 24 125 26 27 p i ! m V 0) # 0 ; # # Z ! o ! # ! 1 # # 1 O ZOR -to �i +� i i # i if) (o # # ! J ? J w # # # ! rn # i i U C a ! # W { I € # # f ( t # # coO Q 3 1 ! z 10 0 i 2 i ! # ? a t # a _ i.__._________# __. _ ___----_-_ M C7 I # # L i # ; 1 s ! U W # # z # # °D ? _____. ______; 1 t m FOG LIN PROFILE ll' -15, a ; # M m { i ; f j O I m # o o w 2 m w ; ! 1 1 ? 1 1 t t NORTH OF CENTER LINE to t ,o t ;° n t p # o y�J 00 t # I. # + i + ; € t M # ': 0) i ? ! \ d' M N N d+ # ej U w # ! N ! EXIST dAPROFILE # d s #w # { 0i t ai Z ? O to EXIST NOR�'H EP PROFILE + + # + a o: } ( # o+ w+ ! i + U N p N N - { { # w m r 10 i � 1 I - - --- { 7 ! i # Y t t f . # # # # 3 2 1 , � _ _ ___ - ____.__ ._ . „�_----_-�_--_-___.-_-__�_._..__..____...._.__.__._.._...__.. ___.______._.____ __._..__.__.... _. _._-_._..___._._.__..____-,_.._____._.__.____ ________.____ _____.____.__.__.______. 362 is # - -_ _ _ ? - - - -# ! - - - r # _ _._i __ _. _ __.._I____.__.__.__ L_fi__._ _ _.__.__ _--- _ __ __ _I --. __ ___ __#.________ __ i _________ _ _._.__ _ __ s _ i - `t j i # RECARD PROFILE FOR i f i - -` ` `(- - - - 1 - ' ? - i i # ! # - EXIST SOUTH EP PROFILEt # 3 #j ACT N0. 6333-1 EXIST FIOWLINE # -0-2007. NORTH M�DIAN PROFILE ? } # -0.200% ; i E*,IST ? } 0.200% # 0.50 # # t # # € 127.wA NORTH GUTTER PRLE -0.200% I i t t b i t # # # # # # i s I 00- 1 t N TH GU R t # f s � { `f ! t ? i i { I # , _ 0 ! 1 .. _ _ f._ _ ?-. _ __-_._ ____ ._____.___._ 360 # # �_.______..__.._# F__.___. _. ! _ ______......__._.. t ! # E # # # # # OD Of # # ! 1 t # 1 # # # # ? # 3 F ? 1 # { ! i 4 } 00 rn # o i f # ! i i 1 E i I ! i # M M ; N # € J J_ ! 1 M 1 # 1 # # # # i p # i # TI Q 358 NOTE M F H Q w w Q J Os J MEDIAN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. -' I- w W w o w N Q THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN ta- W o o m o o o _j w MODIFIED TO ACCOMMODATE THE LEFT TURNS INTO ARUTOS, VEGA AND o W www w N w w o Mi a m o SPARKS STREETS. SOME PREVIOUSLY DESIGNED GRADES HAVE BEEN CHANGED PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT r m m m =' w w i• o TO CREATE CROSS SECTION SLOPES THAT CONFORM TO CITY STANDARDS. PER CALTRANS STD. SPEC. PTH -02 ALKYD \Z _j "d F � J J m 0 N w '^ J J J D J F -i- h F- � )- 1._4_ F- �O V J J - p O 1O� J !-% W J2_ J -� Ja' J (6^ 0 0O O p) J W co U p OD w d. M 0 0 O 0o fl o o 0o o aW Q r a3 m o oo J p o m ^ t- bb r Go �h r tri rr ri k �m z I 1 F 1 I d t d3 w M w a w w ���a M W ao�.- a s �� i w F=1 1�I o a a a a I mW Ua N ih 0i a; n a 0- as ~ tritri "t ui °°°0 a J ^ o o ,o F' O o OD d Ol S a ¢ 00 0 cc o o i� r m �° o O 00 k¢- Q F" 00 to O ++ N W N N ^ ++ ai H Q 00 O a V ui tciui o o c� o rn o++ R26(CA)--I N N + (0 0 0 (_V to °' v UU w z w z i0 UU U -� za ts, U U N R7-9 W z R7-9 + U m �}w- W mw m w m w mm m m Oyu m W 1 i -I N m to ++� FUTURE CURB & GUTTER rn rn R7_9 00) 00 rn m lqIr N NN N N m co to<o-tea '(. d e1 DETAIL 38 Z 4: a PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT tn-cC O --•co I`h t� I� 1� tpOp-�N m aD a0. OD OD c6 c0 cV to -to- -rn-oo to d n -o- - M -t�T d DETAIL 39 0 o PER CALTRANS STD. SPEC. 8010-21C-19 + + ++ + + + DETAIL 39 + ++ + rn + + DETAIL 39 TYPE IV ARROWS TYP. + + N N MM d to to t0 ODOO O 0) 0) N N --� cV N N 24+98.49 + + + r 6� PAINT 455' DETAIL 22 WITH PHASE 1 �� ^�0 r Oh arm �0 ,\ a'^1 �tb� OAR __ --FUTURE MEDIAN 6ey`I'h h O/ 6� `ary `L' `' `' �O �O 1 __ �___ ____ __ C4 h DETAIL 38 y0 SEE BAY TAPER �0 18+69.35 C 19+18.18 0 __ ___--___ _______________________________ _ _ ___________________ Y»�-------------------------------------- ______ ______________ 26+38.18 DETAIL 29+x$18 ______ ______ _____ __ _ _ C5 6� 1I,• TABLE 2 ---------------------- C3 C1 - - ____ - - ----- _ _ C4 _ - TYPE IV ARROWS TYP. ti C4 -----_______._____.__.._____ �__._______ DETAIL 29 -------------------------- - ----- �1 2 L6 L6 01 '.y 6 SEE BAY TAPER �� r- DETAIL 38 05 0� _ -' �.� (V ------------ -------------_-- ---2�------------------ L6�� L6�6 CONST MEDIAN WITH PHASE 3 `� 0 ti O� �O� DETAIL 278 \ - - - - 6�. SEE BAY TAPER �o TABLE 3 PAINT DETAIL 29 WITH PHASE 1 CONST THIS MEDIAN WITH PHASE 1RECORD "RAVANGA I p I TABLE 4 Q !. - - ----------------- _ FUTURE CURB / ----------------------------------� LINE __ z TABLE 2 STATION OFFSET FROM CA 14+57.21 Q 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 NOTES & LEGEND -i TRAFFIC CONTROL SIGN 3.14' C5 -I- INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 10CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 0 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-29 PER C.O.B. STD. S-3. EXISTING MONUMENT IN LAMPHOLE © AVE WITH 0.45' A.C. OVER 1.35' A.B. c� 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 PROPOSED SEWER OR STORM DRAIN MANHOLE �\Q ONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A - 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 CA 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 RCE#17564 DATE TRACT NO. 8885 PHASE 1 EXHIBIT "A" - STREET PLANS & PROFILES Ste= SHEET 2 DRAWN BY : JKD DATE : 11-20-15 snNirnroN AOFESS/Q HrDRAUUCS Vq CIVIL s7RucniRaL- OF 8 of`��y DELMARTER & ASSOC. EAST PANAMA LANE ENGINEERS _rr Ire-, No. 17564 DELMARTER & ASSOC. m BY:&� 2019 IAESTVIND DRIVE STE "C" BAKERSFIELD. CA. 93301 PHONE 327-1486 FAX 327-1452 * JAMES K. DELMARTER LAND Pte'"-�'-'-"-�= SURVEYORS CtVtL �� R. C. 17564=_aVa►��'uN OF CA1 �F� DATE: 9.4 ✓l PROPxrY ualE '''"DRAF111NG: JOB NO.14091 B MEDIAN CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 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' RCE#17564 DATE TRACT NO. 8885 PHASE 1 EXHIBIT "A" - STREET PLANS & PROFILES Ste= SHEET 2 DRAWN BY : JKD DATE : 11-20-15 snNirnroN AOFESS/Q HrDRAUUCS Vq CIVIL s7RucniRaL- OF 8 of`��y DELMARTER & ASSOC. EAST PANAMA LANE ENGINEERS _rr Ire-, No. 17564 DELMARTER & ASSOC. m BY:&� 2019 IAESTVIND DRIVE STE "C" BAKERSFIELD. CA. 93301 PHONE 327-1486 FAX 327-1452 * JAMES K. DELMARTER LAND Pte'"-�'-'-"-�= SURVEYORS CtVtL �� R. C. 17564=_aVa►��'uN OF CA1 �F� DATE: 9.4 ✓l PROPxrY ualE '''"DRAF111NG: JOB NO.14091 B J CURVE TABLE CURVE J J J LENGTH i Q W. o o C2 91'38'31" 30' Z N to O o M vi 29.15' 46.26' C4 1'41'50" 1 1500' 1 22.22' 44.43' nw W w 1 m 1 w Ol (n Op N Lo M o m O M W Z DELMARTER 6 ASSOC jgp.�. Q O O a, c� O M In M M to co 2 Z 2 2 ~ 2 M Q ~ H LLI J CURVE TABLE CURVE J J J LENGTH Cl Q W. o o C2 91'38'31" 30' Z N to O o M vi 29.15' 46.26' C4 1'41'50" 1 1500' 1 22.22' 44.43' nw W w 1 m 1 w (n Op N Lo o m O J CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 90'03'19" W. 30.03' 47.15' C2 91'38'31" 30' 30.87' 47.98' C3 88'21'29" 30' 29.15' 46.26' C4 1'41'50" 1 1500' 1 22.22' 44.43' J W _j I W Z4 04 M z W m m -;7 W Wcr Wm= w m a `t 0 ui N Q W 00 rn M °o Q W LLI V) O N Mt j t,%) Vn co - 9 SUMP — SEE SHEET 2 10 11 20' 2� 0' 0 12 54 11 � I► - R1-1 l !) ASONRY WALL 1i LOT E RAW E WALL PLANS co '(+ EXISTING Cl 72084 LOT F PAVING ' 1 0 �C4 C2 I C I 15' I o EXISTING j j O © SPARKS STREET I LIMIT OF SLOPE MONUMENT 0+00 3+15.00 6+35.00 jj 7+25.00 TRANSITION 1+00 2+00 3+00 I 4+00 5+00 6+00 1 7+00 N00'25'13"E I II _ - - '+' -`�-, — — — _____g— — — — � — — — — -_.�_ — — — — — ___._S— — — � — — EAST HALF OF SPARKS STREET DEDICATED BY SEPARATE INSTRUMENT I I c� z coa- M � J W a STRIPING PLAN m o z � W i o+ ± ON TYPE III BARRICADEPERERS TYPE 1V ARROWS TYP. CAL TRANS DWG. A73C AS PAINT 12" LIMIT LINE USING TjiERMOPLASTIC PAINT PER CALTRANS STD. SPEC. P�-02 A YD L d Z o DIRECTED BY ENGINEER a � f- DETAIL 38 i PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT ' Ul 00 DETAIL 2 ¢ PER CALTRANS STD. SPEC. PTH -02 ALKYD N ' N DETAIL 278 r - EXISTING - - SCALES PAYING 1 HORIZ: 1" = 50' I I VERT: 1"= 2' 0 1 2 3 4 5 6 7 L # S 1 # N i # 1 } 1 ? 1 I # r i '- } i i i 3 1 1 1 1 d• ! ? # 1 •t ? ; M i i 1 I i 4 � t ,�, -cel - i_' .. .__ k._.__.___..__._ t i � t { t { # # M ; i co c7 } t i M m J S ? # i 1 •`. 1 i i t= i f s' ( ° i ! # i ,� i 1 ! � � � i i # 1 1 ? } 4 J i ! -j J f ! k ; d• i O = Q t s # { # 9 t o f M 1 ? 1 W t k k 1 ! 1 ? # ! tQn i OD ? ? i I k 1 { # 1 t � N w i ': # U # Oi U _ m W i M M W a N 1 h 1 # ! ! 100 X 00i i ui M U U co N U i + 1 S ? # # f l m o N M i i i I W m (+U n 1 i # i _._362___-_________.________.____-_______;_______.._______________,____..._.... 1_.__._._._._-.--__,_.___._______._.._._._..____..____..__,____;-_---- _____---___._.___.______.____ .________._.____;_.___. ' ' '362 ? �- 360 ' ?_.. __._..__'--.._____.__.-____.____.____.___ -0.200% 360 } 0 200% # _.r____------_..___.,__.___..--_..;._.._._..__.._._...___..•___-__-___._..,_.._,_..___._.___-___.._.._.._._WE .I_S TJi�.R_PR._QEQ„�._,_____.___._..__ _..___.__.______..__.__------ --- - € { i # 1 # # # 1 i { � � '• t z ' # j } } ____ __;__ ----- �— ` ' --'• '`�'— ;'-•----'----e-.._'0.6040 `{ — -` 4:1 MAS( TO ----------- j, _____-___._;____._____.__ _ - - - #----- ' s # # k k -� ! 0'200% EXIST GROUND -" # APPROXIMATE !NATURAL GROUND:=0.5�% 0 CENTER UN i 1 1 i � t z # 1 1 # # , ! ? '� 358 1 # 1 # } { _ _ _ 1 # i { _ 358 -# t 1 t 1 # 1 t 1 # { 1 k 1 t t - S # t i 3 r 4 f } # i TRACT NO. 6885 PHASE 1 NOTES & LEGEND � TRAFFIC CONTROL SIGN + INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 EXHIBIT "A" STREET PLANS & PROFILES Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENTX NG ECORDsays TD. S-1 Willi 5.5' WIDE COMBINATION TYPE SIDEWALK — - PER C.O.B. STD. S-29 SHEET 3 ANITATiON= DRAWN BY : JKD DATE 11-20-15 EVER C.O.B. STD. S-3. pfESS/ '� HYDRAULICS 0 EXISTING MONUMENT IN LAMPHOLE QR Cv9 CIVIL - --- _ == OF 8 STRUCTURAL=_ - `l• C - Q F N I ATr� _=-- © AVE WI1Ti 0.30' A.C. OVER 0.85' A.B. - �, 5 � y E G NEERS o _ �.------- INSTALL 70 WATT STREET LIGHT c� PER C.O.B. STD. S 31 �, � ELMARTER & ASSOC. � SPARKS STREET 3 5 QEE�lINSTALL 100 WATT STREET LIGHT PER C.O.B. SIO. S-31 �, �• nsss ,,, w1w1p, � DELMARTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.B.C.0.6. STD. S 3 4'�"� ]"1{� �`21� BY. p2019 19ESTVAND DRIVE STE "C' BAKERSFIELD, CA. 93301 { PROPOSED SEWER OR STORM DRAIN MANHOLE �''ttj E PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER -_LAND au+NNiNQ SURVEYORS ONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A —S— PROPOSED SEWER LINE `r�9lf C1V11. o��i`p R.C�E.: x17564 - `./ =3AND LEVEIJNCr OF CALF DATE: wRIaN" ==SD= PROPOSED STORM DRAIN �-.'`� JpJDR%+��= JOB N 0.14091 B I� z SCALES HORIZ: 1"=50' 1� VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 j 0 to co NGo ci O i I # w 0 0 Fy-- (n to_ C3 -fly W to i I to to! < rl (L 1 > Ld (n 0 1 0 ul to; co 133 0 n te) pe) 0 er) fl) o6 go ' t 6 z z rl� 0) Z to 0) N i 362 1 0)� Of C40 + + + + > + + 04 ---------- 4L ----------- ---------- ---------- 362 ST GUTTER PROFILE 1 -0.200% NORTH GUTTER PROFILE APPRO�IMATE NATURAL G�OUND r T- - - - - - - - - T, 0 -CE SINE - - 360 0.200% 7- -T - - - - --- - - - - APPROXIMATE NATUkAL GROUND nn' vr, i 0 CENTER LINE 358 -0.2 _J ___-__---.__.i----______?_____ ------- 358I J, 356 356 co� c6 to N04 4 C) 0 ------- 00 w 'o6 --------- zi u') to 0 ci fjQ i 1 0) 0 - — — — — — — — — — — I T to U) T W, # 0 1 1 i I_. ln________ z r ------- --- 00 X (o (o U C5 w a -i m 00 tc) m w w m ir ! o w M n 0 1 i I I (o co m I a- n! K) oto n 14) te) to r- to c� w r- 10 4 0; i co n qo C4 co (Of z z 0) Lo 100 + cm) + Of W to 362 co 1 20 t6 i C5 + + + f + + + + + 00 J.— -ta, J. 0, + 362 iz o EAST GUTTER OROFILE IF - _02007. i i I APPROXIMATE ttENAFURAL GROUND 360 SOUTH GUTTER PRO FILE -4 *r .-i-aCENTER., oet§00% -5007. .. ........ 4 u --- - - - - - - - - --- 0 lboVC, APPROXIMATE NATURAL GROUND CENTER LINE f 20 358 -0. 07. 1 1 1 1 T_ 7 T _T ---- 358 ------- 35 ............ 356 TRACT NO. 6865 PHASE I 0- NOTES & LEGEND. TYPI TRAFFIC CONTROL SIGN 1 -.1 CONSTRUCT 6" TYPE " 15B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO PANAMA) 4' TYP ff v A RG EXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "A" DRIVEWAY PER REWRLD DRAVYIN STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 PER C.O.B. STD. S-3. 3' YANG PER C.O.B. STD. 5-29 �161 �Typ PROPOSED V?,OFESS/ DRAWN BY: JKD DA40�- 15 SHEET 4 PAVE WITH 0.20' A.C. OVER 0.65' A.B. L OF 8 <=> INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Oct* CIV s ELMARTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.S. STD. S-35 /ENGINEER QEB" INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 VEGA STREET ui No. 17564 rmn DELMARTER & ASSOC. 0 PROPOSED SEWER OR STORM DRAIN MANHOLE RM#17W DAM 1 -12 --el w m BY. C A N D I A AVENUE 2019 WESTVAND DRIVE STE *C" BAKERSnELD. CA. 93301 PHONE 327-1486 FAX 327-1452 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A --S— PROPOSED SEWER LINE JAMES K. DELMARTER CIVIL R.C. 7564 SURVEYORS PROPOSED STORM DRAIN or CA01 D DATE: c Di .0 Li DRAFTINGJOB NO.14091B 7-7 -_CURVE TABLE RAW MASONRY WALL 69 SEE WALL PLANS 59' 71 12' 1 1'8 12' c� 00 to LOT E Lo to 06 0 20' 20' 10 peP� ) + Of TANGENT n 2 1 n -7 V) — Lu b 7 8 30.00' 47.12' C2 91'02'30" 30' 30.55' w z Lli 90*00,00" 20' 20.00' 0 to c� N rl) 7.34' 14.48' Lli 167-25'35" 82' F_ M LiLL, 190'00'00" 37' 0) a) 9 LLj c0 9 < L0 to 0) U X z Lu 2 z Q LLIV) mo n 0 CD 1— 0 Ld D NWV) O L0 < co z C4 Ld 00 F) af I-- KLWTER & AS= N Lj_j uj 04 > LU uj z 1-: to U) > Ld m < uj < z -r Ld z _j V) 0 tO <in n Lli r < co Li (f) (if ot� Lij U) LLJ Li V) La m _17 < 0 0 Ld 0 La < Ld III 0 c� 0 co rl Ld iL to rl: to < 0 75 m F) 11 1 ' 8' 1 18' 1121 1 LLJ V) + < 0 + III U) to + I W + cl! 'w 11 LOT D 1 + 74 < Lo + cli C8 48' 1 11 ii MASONRY WALL 8 18 12' 1, 73 72 71 70 69 68 67 66 65 64 63 62 i 61 V) 71 112' 12 18' 1'8' 12 1 + SEE WALL PLANS v 0 RAW + J1 o L(( �2" Rl-1 + C, Cl C5 C3 va 0 00 -00 (n 11 1+00 2+00 1 SOO*28'32"W 04 12+15.'00 70 3+96.73 Do 00 C3 3 <D 4+ ji 1.73 +00 6+00 R A ONE F___A A N A - 7+29.93 - 7+00 8+00 9+00 -6 O 10+00 11+00 00 —0— 12+00 i S 12+96.23 <D 71 1 00 n3 CANDIA AVENUE I — ====S[) --==-00 rc 0 ) v C3 C4 C5 SCALES HORIZ: 1"=50' 1� VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 j 0 to co NGo ci O i I # w 0 0 Fy-- (n to_ C3 -fly W to i I to to! < rl (L 1 > Ld (n 0 1 0 ul to; co 133 0 n te) pe) 0 er) fl) o6 go ' t 6 z z rl� 0) Z to 0) N i 362 1 0)� Of C40 + + + + > + + 04 ---------- 4L ----------- ---------- ---------- 362 ST GUTTER PROFILE 1 -0.200% NORTH GUTTER PROFILE APPRO�IMATE NATURAL G�OUND r T- - - - - - - - - T, 0 -CE SINE - - 360 0.200% 7- -T - - - - --- - - - - APPROXIMATE NATUkAL GROUND nn' vr, i 0 CENTER LINE 358 -0.2 _J ___-__---.__.i----______?_____ ------- 358I J, 356 356 co� c6 to N04 4 C) 0 ------- 00 w 'o6 --------- zi u') to 0 ci fjQ i 1 0) 0 - — — — — — — — — — — I T to U) T W, # 0 1 1 i I_. ln________ z r ------- --- 00 X (o (o U C5 w a -i m 00 tc) m w w m ir ! o w M n 0 1 i I I (o co m I a- n! K) oto n 14) te) to r- to c� w r- 10 4 0; i co n qo C4 co (Of z z 0) Lo 100 + cm) + Of W to 362 co 1 20 t6 i C5 + + + f + + + + + 00 J.— -ta, J. 0, + 362 iz o EAST GUTTER OROFILE IF - _02007. i i I APPROXIMATE ttENAFURAL GROUND 360 SOUTH GUTTER PRO FILE -4 *r .-i-aCENTER., oet§00% -5007. .. ........ 4 u --- - - - - - - - - --- 0 lboVC, APPROXIMATE NATURAL GROUND CENTER LINE f 20 358 -0. 07. 1 1 1 1 T_ 7 T _T ---- 358 ------- 35 ............ 356 TRACT NO. 6865 PHASE I 0- NOTES & LEGEND. TYPI TRAFFIC CONTROL SIGN 1 -.1 CONSTRUCT 6" TYPE " 15B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO PANAMA) 4' TYP ff v A RG EXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "A" DRIVEWAY PER REWRLD DRAVYIN STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 PER C.O.B. STD. S-3. 3' YANG PER C.O.B. STD. 5-29 �161 �Typ PROPOSED V?,OFESS/ DRAWN BY: JKD DA40�- 15 SHEET 4 PAVE WITH 0.20' A.C. OVER 0.65' A.B. L OF 8 <=> INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Oct* CIV s ELMARTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.S. STD. S-35 /ENGINEER QEB" INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 VEGA STREET ui No. 17564 rmn DELMARTER & ASSOC. 0 PROPOSED SEWER OR STORM DRAIN MANHOLE RM#17W DAM 1 -12 --el w m BY. C A N D I A AVENUE 2019 WESTVAND DRIVE STE *C" BAKERSnELD. CA. 93301 PHONE 327-1486 FAX 327-1452 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A --S— PROPOSED SEWER LINE JAMES K. DELMARTER CIVIL R.C. 7564 SURVEYORS PROPOSED STORM DRAIN or CA01 D DATE: c Di .0 Li DRAFTINGJOB NO.14091B 7-7 -_CURVE TABLE RAW MASONRY WALL 69 SEE WALL PLANS 59' 71 12' 1 1'8 12' c� 00 to LOT E Lo to 06 0 20' 20' 10 peP� ) + Of TANGENT n 2 1 n -7 V) — Lu SCALES HORIZ: 1"=50' 1� VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 j 0 to co NGo ci O i I # w 0 0 Fy-- (n to_ C3 -fly W to i I to to! < rl (L 1 > Ld (n 0 1 0 ul to; co 133 0 n te) pe) 0 er) fl) o6 go ' t 6 z z rl� 0) Z to 0) N i 362 1 0)� Of C40 + + + + > + + 04 ---------- 4L ----------- ---------- ---------- 362 ST GUTTER PROFILE 1 -0.200% NORTH GUTTER PROFILE APPRO�IMATE NATURAL G�OUND r T- - - - - - - - - T, 0 -CE SINE - - 360 0.200% 7- -T - - - - --- - - - - APPROXIMATE NATUkAL GROUND nn' vr, i 0 CENTER LINE 358 -0.2 _J ___-__---.__.i----______?_____ ------- 358I J, 356 356 co� c6 to N04 4 C) 0 ------- 00 w 'o6 --------- zi u') to 0 ci fjQ i 1 0) 0 - — — — — — — — — — — I T to U) T W, # 0 1 1 i I_. ln________ z r ------- --- 00 X (o (o U C5 w a -i m 00 tc) m w w m ir ! o w M n 0 1 i I I (o co m I a- n! K) oto n 14) te) to r- to c� w r- 10 4 0; i co n qo C4 co (Of z z 0) Lo 100 + cm) + Of W to 362 co 1 20 t6 i C5 + + + f + + + + + 00 J.— -ta, J. 0, + 362 iz o EAST GUTTER OROFILE IF - _02007. i i I APPROXIMATE ttENAFURAL GROUND 360 SOUTH GUTTER PRO FILE -4 *r .-i-aCENTER., oet§00% -5007. .. ........ 4 u --- - - - - - - - - --- 0 lboVC, APPROXIMATE NATURAL GROUND CENTER LINE f 20 358 -0. 07. 1 1 1 1 T_ 7 T _T ---- 358 ------- 35 ............ 356 TRACT NO. 6865 PHASE I 0- NOTES & LEGEND. TYPI TRAFFIC CONTROL SIGN 1 -.1 CONSTRUCT 6" TYPE " 15B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO PANAMA) 4' TYP ff v A RG EXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "A" DRIVEWAY PER REWRLD DRAVYIN STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 PER C.O.B. STD. S-3. 3' YANG PER C.O.B. STD. 5-29 �161 �Typ PROPOSED V?,OFESS/ DRAWN BY: JKD DA40�- 15 SHEET 4 PAVE WITH 0.20' A.C. OVER 0.65' A.B. L OF 8 <=> INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Oct* CIV s ELMARTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.S. STD. S-35 /ENGINEER QEB" INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 VEGA STREET ui No. 17564 rmn DELMARTER & ASSOC. 0 PROPOSED SEWER OR STORM DRAIN MANHOLE RM#17W DAM 1 -12 --el w m BY. C A N D I A AVENUE 2019 WESTVAND DRIVE STE *C" BAKERSnELD. CA. 93301 PHONE 327-1486 FAX 327-1452 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A --S— PROPOSED SEWER LINE JAMES K. DELMARTER CIVIL R.C. 7564 SURVEYORS PROPOSED STORM DRAIN or CA01 D DATE: c Di .0 Li DRAFTINGJOB NO.14091B 7-7 -_CURVE TABLE te) + 0 N peP� ) + Of TANGENT 0) 00 V) < pLJ Ld V) — Lu b 7 8 30.00' 47.12' C2 91'02'30" 30' 30.55' w z w 90*00,00" 20' 20.00' 0 to c� N rl) 7.34' 14.48' C5 167-25'35" 82' F_ M LiLL, 190'00'00" 37' 0) a) 9 LLj c0 9 Lij L0 to 0) U X z Lu 2 z Q LLIV) mo n 0 CD 1— 0 SCALES HORIZ: 1"=50' 1� VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 j 0 to co NGo ci O i I # w 0 0 Fy-- (n to_ C3 -fly W to i I to to! < rl (L 1 > Ld (n 0 1 0 ul to; co 133 0 n te) pe) 0 er) fl) o6 go ' t 6 z z rl� 0) Z to 0) N i 362 1 0)� Of C40 + + + + > + + 04 ---------- 4L ----------- ---------- ---------- 362 ST GUTTER PROFILE 1 -0.200% NORTH GUTTER PROFILE APPRO�IMATE NATURAL G�OUND r T- - - - - - - - - T, 0 -CE SINE - - 360 0.200% 7- -T - - - - --- - - - - APPROXIMATE NATUkAL GROUND nn' vr, i 0 CENTER LINE 358 -0.2 _J ___-__---.__.i----______?_____ ------- 358I J, 356 356 co� c6 to N04 4 C) 0 ------- 00 w 'o6 --------- zi u') to 0 ci fjQ i 1 0) 0 - — — — — — — — — — — I T to U) T W, # 0 1 1 i I_. ln________ z r ------- --- 00 X (o (o U C5 w a -i m 00 tc) m w w m ir ! o w M n 0 1 i I I (o co m I a- n! K) oto n 14) te) to r- to c� w r- 10 4 0; i co n qo C4 co (Of z z 0) Lo 100 + cm) + Of W to 362 co 1 20 t6 i C5 + + + f + + + + + 00 J.— -ta, J. 0, + 362 iz o EAST GUTTER OROFILE IF - _02007. i i I APPROXIMATE ttENAFURAL GROUND 360 SOUTH GUTTER PRO FILE -4 *r .-i-aCENTER., oet§00% -5007. .. ........ 4 u --- - - - - - - - - --- 0 lboVC, APPROXIMATE NATURAL GROUND CENTER LINE f 20 358 -0. 07. 1 1 1 1 T_ 7 T _T ---- 358 ------- 35 ............ 356 TRACT NO. 6865 PHASE I 0- NOTES & LEGEND. TYPI TRAFFIC CONTROL SIGN 1 -.1 CONSTRUCT 6" TYPE " 15B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO PANAMA) 4' TYP ff v A RG EXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "A" DRIVEWAY PER REWRLD DRAVYIN STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 PER C.O.B. STD. S-3. 3' YANG PER C.O.B. STD. 5-29 �161 �Typ PROPOSED V?,OFESS/ DRAWN BY: JKD DA40�- 15 SHEET 4 PAVE WITH 0.20' A.C. OVER 0.65' A.B. L OF 8 <=> INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Oct* CIV s ELMARTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.S. STD. S-35 /ENGINEER QEB" INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 VEGA STREET ui No. 17564 rmn DELMARTER & ASSOC. 0 PROPOSED SEWER OR STORM DRAIN MANHOLE RM#17W DAM 1 -12 --el w m BY. C A N D I A AVENUE 2019 WESTVAND DRIVE STE *C" BAKERSnELD. CA. 93301 PHONE 327-1486 FAX 327-1452 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A --S— PROPOSED SEWER LINE JAMES K. DELMARTER CIVIL R.C. 7564 SURVEYORS PROPOSED STORM DRAIN or CA01 D DATE: c Di .0 Li DRAFTINGJOB NO.14091B 7-7 -_CURVE TABLE te) + 0 00 + peP� ) + terl� ) + TANGENT 0) 00 V) < pLJ Ld V) — Lu LLj of to + 30.00' 47.12' C2 91'02'30" 30' 30.55' 47.69' C3 90*00,00" 20' 20.00' SCALES HORIZ: 1"=50' 1� VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 j 0 to co NGo ci O i I # w 0 0 Fy-- (n to_ C3 -fly W to i I to to! < rl (L 1 > Ld (n 0 1 0 ul to; co 133 0 n te) pe) 0 er) fl) o6 go ' t 6 z z rl� 0) Z to 0) N i 362 1 0)� Of C40 + + + + > + + 04 ---------- 4L ----------- ---------- ---------- 362 ST GUTTER PROFILE 1 -0.200% NORTH GUTTER PROFILE APPRO�IMATE NATURAL G�OUND r T- - - - - - - - - T, 0 -CE SINE - - 360 0.200% 7- -T - - - - --- - - - - APPROXIMATE NATUkAL GROUND nn' vr, i 0 CENTER LINE 358 -0.2 _J ___-__---.__.i----______?_____ ------- 358I J, 356 356 co� c6 to N04 4 C) 0 ------- 00 w 'o6 --------- zi u') to 0 ci fjQ i 1 0) 0 - — — — — — — — — — — I T to U) T W, # 0 1 1 i I_. ln________ z r ------- --- 00 X (o (o U C5 w a -i m 00 tc) m w w m ir ! o w M n 0 1 i I I (o co m I a- n! K) oto n 14) te) to r- to c� w r- 10 4 0; i co n qo C4 co (Of z z 0) Lo 100 + cm) + Of W to 362 co 1 20 t6 i C5 + + + f + + + + + 00 J.— -ta, J. 0, + 362 iz o EAST GUTTER OROFILE IF - _02007. i i I APPROXIMATE ttENAFURAL GROUND 360 SOUTH GUTTER PRO FILE -4 *r .-i-aCENTER., oet§00% -5007. .. ........ 4 u --- - - - - - - - - --- 0 lboVC, APPROXIMATE NATURAL GROUND CENTER LINE f 20 358 -0. 07. 1 1 1 1 T_ 7 T _T ---- 358 ------- 35 ............ 356 TRACT NO. 6865 PHASE I 0- NOTES & LEGEND. TYPI TRAFFIC CONTROL SIGN 1 -.1 CONSTRUCT 6" TYPE " 15B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO PANAMA) 4' TYP ff v A RG EXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "A" DRIVEWAY PER REWRLD DRAVYIN STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 PER C.O.B. STD. S-3. 3' YANG PER C.O.B. STD. 5-29 �161 �Typ PROPOSED V?,OFESS/ DRAWN BY: JKD DA40�- 15 SHEET 4 PAVE WITH 0.20' A.C. OVER 0.65' A.B. L OF 8 <=> INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Oct* CIV s ELMARTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.S. STD. S-35 /ENGINEER QEB" INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 VEGA STREET ui No. 17564 rmn DELMARTER & ASSOC. 0 PROPOSED SEWER OR STORM DRAIN MANHOLE RM#17W DAM 1 -12 --el w m BY. C A N D I A AVENUE 2019 WESTVAND DRIVE STE *C" BAKERSnELD. CA. 93301 PHONE 327-1486 FAX 327-1452 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A --S— PROPOSED SEWER LINE JAMES K. DELMARTER CIVIL R.C. 7564 SURVEYORS PROPOSED STORM DRAIN or CA01 D DATE: c Di .0 Li DRAFTINGJOB NO.14091B 7-7 -_CURVE TABLE N 0 CURVE DELTA RADIUS TANGENT LENGTH Cl 90,00,00" 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 167-25'35" 82' 54.71' 96.50* C6 190'00'00" 37' 37.00' 58.12'— SCALES HORIZ: 1"=50' 1� VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 j 0 to co NGo ci O i I # w 0 0 Fy-- (n to_ C3 -fly W to i I to to! < rl (L 1 > Ld (n 0 1 0 ul to; co 133 0 n te) pe) 0 er) fl) o6 go ' t 6 z z rl� 0) Z to 0) N i 362 1 0)� Of C40 + + + + > + + 04 ---------- 4L ----------- ---------- ---------- 362 ST GUTTER PROFILE 1 -0.200% NORTH GUTTER PROFILE APPRO�IMATE NATURAL G�OUND r T- - - - - - - - - T, 0 -CE SINE - - 360 0.200% 7- -T - - - - --- - - - - APPROXIMATE NATUkAL GROUND nn' vr, i 0 CENTER LINE 358 -0.2 _J ___-__---.__.i----______?_____ ------- 358I J, 356 356 co� c6 to N04 4 C) 0 ------- 00 w 'o6 --------- zi u') to 0 ci fjQ i 1 0) 0 - — — — — — — — — — — I T to U) T W, # 0 1 1 i I_. ln________ z r ------- --- 00 X (o (o U C5 w a -i m 00 tc) m w w m ir ! o w M n 0 1 i I I (o co m I a- n! K) oto n 14) te) to r- to c� w r- 10 4 0; i co n qo C4 co (Of z z 0) Lo 100 + cm) + Of W to 362 co 1 20 t6 i C5 + + + f + + + + + 00 J.— -ta, J. 0, + 362 iz o EAST GUTTER OROFILE IF - _02007. i i I APPROXIMATE ttENAFURAL GROUND 360 SOUTH GUTTER PRO FILE -4 *r .-i-aCENTER., oet§00% -5007. .. ........ 4 u --- - - - - - - - - --- 0 lboVC, APPROXIMATE NATURAL GROUND CENTER LINE f 20 358 -0. 07. 1 1 1 1 T_ 7 T _T ---- 358 ------- 35 ............ 356 TRACT NO. 6865 PHASE I 0- NOTES & LEGEND. TYPI TRAFFIC CONTROL SIGN 1 -.1 CONSTRUCT 6" TYPE " 15B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO PANAMA) 4' TYP ff v A RG EXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "A" DRIVEWAY PER REWRLD DRAVYIN STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 PER C.O.B. STD. S-3. 3' YANG PER C.O.B. STD. 5-29 �161 �Typ PROPOSED V?,OFESS/ DRAWN BY: JKD DA40�- 15 SHEET 4 PAVE WITH 0.20' A.C. OVER 0.65' A.B. L OF 8 <=> INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Oct* CIV s ELMARTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.S. STD. S-35 /ENGINEER QEB" INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 VEGA STREET ui No. 17564 rmn DELMARTER & ASSOC. 0 PROPOSED SEWER OR STORM DRAIN MANHOLE RM#17W DAM 1 -12 --el w m BY. C A N D I A AVENUE 2019 WESTVAND DRIVE STE *C" BAKERSnELD. CA. 93301 PHONE 327-1486 FAX 327-1452 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A --S— PROPOSED SEWER LINE JAMES K. DELMARTER CIVIL R.C. 7564 SURVEYORS PROPOSED STORM DRAIN or CA01 D DATE: c Di .0 Li DRAFTINGJOB NO.14091B 7-7 N 0 cli C -i OR n Q� Cj in 0 W'� 0) 00) + + w cli to + z 0 SCALES HORIZ: 1"=50' 1� VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 j 0 to co NGo ci O i I # w 0 0 Fy-- (n to_ C3 -fly W to i I to to! < rl (L 1 > Ld (n 0 1 0 ul to; co 133 0 n te) pe) 0 er) fl) o6 go ' t 6 z z rl� 0) Z to 0) N i 362 1 0)� Of C40 + + + + > + + 04 ---------- 4L ----------- ---------- ---------- 362 ST GUTTER PROFILE 1 -0.200% NORTH GUTTER PROFILE APPRO�IMATE NATURAL G�OUND r T- - - - - - - - - T, 0 -CE SINE - - 360 0.200% 7- -T - - - - --- - - - - APPROXIMATE NATUkAL GROUND nn' vr, i 0 CENTER LINE 358 -0.2 _J ___-__---.__.i----______?_____ ------- 358I J, 356 356 co� c6 to N04 4 C) 0 ------- 00 w 'o6 --------- zi u') to 0 ci fjQ i 1 0) 0 - — — — — — — — — — — I T to U) T W, # 0 1 1 i I_. ln________ z r ------- --- 00 X (o (o U C5 w a -i m 00 tc) m w w m ir ! o w M n 0 1 i I I (o co m I a- n! K) oto n 14) te) to r- to c� w r- 10 4 0; i co n qo C4 co (Of z z 0) Lo 100 + cm) + Of W to 362 co 1 20 t6 i C5 + + + f + + + + + 00 J.— -ta, J. 0, + 362 iz o EAST GUTTER OROFILE IF - _02007. i i I APPROXIMATE ttENAFURAL GROUND 360 SOUTH GUTTER PRO FILE -4 *r .-i-aCENTER., oet§00% -5007. .. ........ 4 u --- - - - - - - - - --- 0 lboVC, APPROXIMATE NATURAL GROUND CENTER LINE f 20 358 -0. 07. 1 1 1 1 T_ 7 T _T ---- 358 ------- 35 ............ 356 TRACT NO. 6865 PHASE I 0- NOTES & LEGEND. TYPI TRAFFIC CONTROL SIGN 1 -.1 CONSTRUCT 6" TYPE " 15B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO PANAMA) 4' TYP ff v A RG EXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "A" DRIVEWAY PER REWRLD DRAVYIN STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 PER C.O.B. STD. S-3. 3' YANG PER C.O.B. STD. 5-29 �161 �Typ PROPOSED V?,OFESS/ DRAWN BY: JKD DA40�- 15 SHEET 4 PAVE WITH 0.20' A.C. OVER 0.65' A.B. 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