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HomeMy WebLinkAbout1.1-7231 Ph 1-2LEGEND.. 1. CURB AND CUTTER TYPE " B" PER PLATE ST-1 CITY SUBDIVI- SION STANDARDS 2. STANDARD CHAIN LINK FENCE PER PLATE D -12 CITY SUB - DIVISION STANDARDS. 3. STANDARD CHAIN LINK GATES PER PLATE D -13 CITY SUB - DIVISION STANDARDS. 5. STANDARD CATCH BARN TYPE "A* PER PLATE D -14 CITY SUBDIVISION STANDARDS. 6. STANDARD SIDEWALK — COMBINATION TYPE PER PLATE ST -3 CITY SUBDIVISION STANDARDS. 7. STANDARD SURVEY MONUMENT PER PLATE ST-13 CITY SUBDIVI- SION STANDARDS. & STANDARD WHEEL CHAIR RAMP PER PLATE ST-19 CITY SUB - DIVISION STANDARDS AND AS MODIFIED BY CALTRANS REVISED STANDARD PLAN A -88A. 9. STANDARD RESIDENCE DRIVEWAY PER PLATE ST -4 & T-12 CITY SUBDIVISION STANDARDS. 10. STREET CROSS SECTIONS PER PLATE ST-11 CITY SUBDIVI- SION STANDARDS. 11. STREET SPECIFICATIONS PER PLATE ST -9 (TTY SUBDIVI- SION STANDARDS. 12. STANDARD STREET LIGHT — MAST ARM TYPE PER PLATE ST -14 CITY SUBDIVISION STANDARDS. 13. STANDARD CROSS GUTTER PER PLATE ST -17 CITY SUB- DIVISION STANDARDS. NOTE: "A PRE- CONSTUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR PRE - CONSTRUCTION CONFERENCE.° PRIVATE irNrlNFF;?q_ NnMr.F Tn r.(WTPA(%.T(j THE E)OSTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE f1BTANED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CUrl1RAGTg2 IS REQUIRED TO TAKE DUE PRECAUTIONARY IrEASURES TO PROTECT THE UTILITY LAS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF MY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO COST - RUCTION. 1-800-227-2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT E. SMITH ROE 35473 EXP. 9- 30-15 03/04 /201 4 Drawing File: FSTR7231 DATE i• •• iii w.. w i eft Do i �r f iw ••• • ••• • •a•• -• • }f•..•r• •4 •w a- ~ w .-.�� s :•f J ' ^ N N NN r • •.r . }t N. s�i • f i i 110 • Y •ir{ 504.23 S 359`4'41" E 7 6 4 3 2 1 L� 1 CHISOLM TRAIL AVENUE<> 635w5 SEESHEET 3 QD 8 9� 10 1� 12 13 14 .•.r :: X: UD Q 00 :. .. FRACT N o 7231 P1 IASES 1 2 1 CONS I RUC I ION P1 ANS STREET PLANS ND PROFILES [U-S •iiii ti4l1J �� r/� YYYIII 21 20 14 18 17 16 15: . 01 0 :;:09.: M.. � o #..% . ::.. % ..or RIO GRANDE LANE -.. C T BENICH MA Rd( use: TOP OF CONCRETE MONUMENT AT THE CENTERLINE INTERSECTION OF TORT LURENE .AVENUE AND ABIgAL WAY. PER TRACT N0. 6152 PHASE 6 GRADING PLANS U.S.G.S. DATUM ORDER IN WHICH PHASES WILL BE CONSTRUCTED: NOTE : PHASES 1 & 2 TO BE CONSTRUCTED SIMULTANEOUSLY SUMMARY OF IMPROVEMENTS— PHASE ONE: 6" CURB & GUTTER 2,506 L.F. 'e CONCRETE SIDEWALK 139950 S.F. 6" CONCRETE DRIVEWAY 29772 S.F. A.C. PAVING (53,248 S.F.) 1,001 TONS AGG. BASE 1 ;285 C.Y. SAWCUT 480 LF. WHEEL CHAIR RAMP $ 4 EA. STREET NAME SIGNS 4 E.A. STREET LIGHTS 4 E.A. SURVEY MONUMENTS 8 EA. STREET SIGNS 3 EA. - "WARNING/REG.'= SIGNS 3 LF. SUMMARY OF IMPROVEIAENTS— ASE T1N�0: 60 CURB & CUTTER 31306 LF. 4' CONCRETE SIDEWALK 15,465 S.F. 6* CON CIRETE DRIVEWAY 3,069 S.F. A.G. PAVING (75,100 S.F.) 1,409 TORTS AGG. BASE 19808 C.Y. ViEEL CHAIR RAMPS 4 EA. SAWCUT 240 L.F. STREET NAME SIGNS 4 E.A. STREET LIGHTS 4 E.A. SURVEY MONUMENTS S EA. ' WARNING /REG! SIGNS 3 Ek A.P.N.: 5'14-020-58 PANAMA , LANE O © s c HOSKING ROAD Lu W z v m `fls ACT S17E TAET HWAY VICINITY MAP N.T.S. INDEX Stit N0. SHEET DESCRIPTION 1. TITLE SHEET 2. NOTE SHEET 3. CHISOLM TRAIL AVENUE 4. RIO GRANDE LANE 5. RIO LOBO LANE 6. McCLIN TOCK ROAD 7. STRA-IOHSE TRAIL. ROAD ADDITIONAL NOTES OWNER: SMITH REVOCABLE TRUST NOTE.* SEE SHEET TWO FOR ALL NOTES a 0 W N e co J 9 • • 6% a a • i :•P -••••i .P -• s �-• • •.•. wsa• OW •• a. a • ass a ww . . r s •� •-. Y •/ . ER ... s .•• a a s .w s • a • • ::F:: • • . •••. • a � •.w I /s . !.�! i f f i • M•i • s� • . NTM • s ..•.. wt s Y • PER � •s •ws s s ss s � sa•e Tai` .yi .Ce • r.•s • • • . •� t� 1 - 2• • s • s4 g �Yl� a.•s Y Y "� �Yr' �V Y � Y • • � . DISTANCE &BEARING TABLE LINE 1424 17TH STREET BAKERSFIELD, CA, 93306 OWNER: LANTZ FAMILY, LP S 89 *24141': 4805 CENTENNIAL WAY ;301 84.37 BAKERSFIELD, CA 93312 OWNER: WIBLE INVESTORS II, LLC S 4805 CENTENNIAL WAY. /300 BAKERSFIELD, CA 93312 SUBDIVIDER: VABLE INVESTORS II, LLC 17.72 4805 CENTENNIAL WAY #:i00 E BAKERSFIELD, CA 93312 ENGINEER: SMITHTECH/USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 NOTE.* SEE SHEET TWO FOR ALL NOTES a 0 W N e co J 9 • • 6% a a • i :•P -••••i .P -• s �-• • •.•. wsa• OW •• a. a • ass a ww . . r s •� •-. Y •/ . ER ... s .•• a a s .w s • a • • ::F:: • • . •••. • a � •.w I /s . !.�! i f f i • M•i • s� • . NTM • s ..•.. wt s Y • PER � •s •ws s s ss s � sa•e Tai` .yi .Ce • r.•s • • • . •� t� 1 - 2• • s • s4 g �Yl� a.•s Y Y "� �Yr' �V Y � Y • • � . DISTANCE &BEARING TABLE LINE DISTANCE BEARING L1 234.72 S 89 *24141': E 2 84.37 S 96x2726" E 28.81 S 89 °24'41" E 30.00 S 142 °58'24" E 17.72 N 00"55'46" E LEGEND: CL — CENTERLINE DW DRIVEWAY FL — FLO LINE BCR — BEGIN CURVE RETURN ECR — END CURVE RETURN PI — POINT OF INTERSECTION EC — END CURVE BC — BEGIN CURVE PIVC POINT - OF INTERSECTION VERTICAL CURVE POVC — POINT ON VERTICAL CURVE BVC — BEGIN VERTICAL CURVE EVC s END VERTICAL CURVE PRC — POINT OF REVERSE CURVE PCC — POINT OF COMPOUND CURVE 4gOFESS1��, W No. 35473 tstj � 9/30/15 CIVIL oI�Q��~� F CAL THAT PORTION OF PARCEL C OF LOT LINE ADJUSTMENT NO. 05 -0981 AS PER THAT CERTAIN C:ERIFICATE OF COMPLIANCE RECORDED JULY 21 , 2006 DOCUMENT NO. 0206177575 OF OFFICIAL RECORDS. S 359 003'43" E 575.00 MW REVIEWED BY: TRAFFIC ENGINEER: REVIEWED BY: 9 1" = 10(f 0 ff lwff �w•w ago** • A W% : : Y• 7797 P 33 P" 44 CD C3 uj Q cn .j j cv m S.E. COR. OF SEC. 35, 30/27, M.D.M. CALIF. DIV. HWY. BRASS CAP IN L.N. so-/ e ASSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD /�/O_ 7C;31 /-O�- I NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326 -3049 2. ALL COMPACTION TESTING SHALL BE THE. RESPONSIBILITY OF THE DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- TION OF SEWER LATERAL. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION OF PAVING. 5. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN INDICATED CAN THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. 6. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER S1U. T -19 SHALL BE LOCATED WrTH1N - SIDEWALK V .FROM -BACK. 7. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22. 8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A. SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR -W!ORK PEERhORMED .WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 9. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP /XSPR SERIES AND OTHERS ON APPROVAL UST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER ASPHALT CONCRETE PAVING NOTES. 1. ASPHALT CONCRETE (TYPE 'B'). 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 SPEC- IFICATIONS 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 FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 7' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE "6".. (MODIFIED) ASPHALT CCNdCRE1E 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 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 BY THE CITY ENGINEER. .5. AT - -LEAST 14. - DAYS PRIOR . T-O. THE START . -OF . WORK, THE ­ CON TRAC -TOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE% OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6)'MONTHS. ALL OTHER TESTS RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. -C. AN ASPHALT CONCRETE - AX ..DESIGN DETERMINED IN ACCORDANCE "WITH THE 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 D -2041, THE ASPHALT CONCRETE NC.RETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, °AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED NTH 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 (F 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, SUBCRADE OF THE STANDARD - SPE-CIFICATIONS -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 ENGINEER. 03/04/2014 Drawing File: FSTR7231 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE - COMPACTED - THICKNESS- - OF -A- - LAYER OF - -ASPRAL-T ONCRETE IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS.. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE ''CONFORMS'' TO FACILITATE THE'' REMOVAL 'OF THE 'CONFORMS 'WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG 'THE TRANSVERSE -DROP -OFFS .ON 'EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL bE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 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 GIRDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL - BE - REMOVED AND. - REPLACED - WITH MATERIAL THAT- - MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 907 OR MORE THAN 96% , 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 CONTRACTORS 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 D1,188. WHEN SLABS.- OR.. CORES. - ARE...TAKEN FOR . LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED NTH 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 SHAU . BE .AT -THE - -CONTRACTOR'S - EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINNING 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 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 GUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "CREENBOOK ".......W .......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 TIME FOLLOWING MODIFIED CALTRANS 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 PLACED ON 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 PLACED 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. TRACT No. 7231 PHASES 1 -2 CONSTRUCTION PLANS STREET PLANS CONST. TYPE "B" CURB & GUTTER WITH 4.5' _STANDARD _TYPE SIDEWALK PER CITY STANDARD ST -3 AND PRO. FILE - S R/W FL so' � 10' - 12' 18' - 20' ** 1 PM FT. 274 4. . a 30' 18' - 20' ** 21010 NOTE: AR -4000 TYPE 'B' CROSS SECTION - 60 R /W CITY OF BAKERSFlELD PLAiE 5-27 - REVISED N.T.S. TYPE "A" -LOCAL STREET T*1*4.5 R -VAL 22 .25' TYPE 'B' A.C. OVER .45' CLASS II C.A.B. OVER .50' 957a COMP. O.G. 4g,OFESS1 ph, E. w No. 35473 � � 9/.30/1_5 it o�IVlti��o���� CAL FL R/W 10' - 12' 1/4! PER• FAT. A. �� {{ I . d a NOTES: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5 * SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS d-.3 TRACT No. 7231 PHASES 1 -2 .... ... LES - STREET PLAIVS & PROFI SS m---ithTech A INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CA 93301 (661) 327 -8492 ROBERT E. SMITH JOB N0. - 12 -105 9 =3 ii RCE 35473 DATE SHEET 2 OF 7 SHEETS SCALE: HIS HORIZ* 1" = 50' VERT. 1" = 2' i LLA be cc 0< FLO WLINE CURVE DATA NUMBER ANGLE RADIUS LENGTH TANGENT- 0) 180'00'00' 1 20.00' 31.30' 20.00' (2 ) 90'00'00' 20.00' 31.53' 20.00' NOTES: (DJ REMOVE W-31 (CA) iMTH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT AND SALVAGE SIG�1. SEE SHEET 6 m � W m ° a a z c z 3 3 A Z a a SM. A LLi Lti! J CC LL- cu C C\i c i x c=is C\i 1� m UN ON wC/) v- miwwr PER COB STD ST -4 AND T -12 �- f" 3 A A A : '` Z SEE SHEET 6 m � W m CC Q CITY NOWNENT EACASEMENT PER COB STB S1 -13 z c (TO BE CONST. L7R EXISTS AS AUTEB) o qr- STREET LIGHT - 9500 LED PER CUB STD ST -14 a SM. STREET LIGHT - 22OW LED PER COB STD ST -14 10 IA m �11 �1. _ i • 31-5S ILU VU clu c 1 00 OD clu c NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. (C W m C>j a . 00 mQ u Z + m W Q (IS 01 ifl TRAIL A VEYVtl t' PffA SE ONE 12 13 14 LLJ I } �-T i r L ! 1� 3 j LinY W I N I } f EX. GROUND @ CL 15 WIRIWIN CD nK Lf C-C) LLj r \ 0 U-) rr- n- t } i F� i t i 4g,OFESS1��, 9 w No. 35473 � � 9/30/15 OCIVILI�o.���� CAL ROBERT E. SMITH RCE 35473 ,J DATE v � ��Wmw mw mmmmTmwr s �� I r r SHEET 3 ; OF 7 SHE TS f E /. * t ---? C17 3 1 /,- LEGEND • SM. CITY NOWNENT EACASEMENT PER COB STB S1 -13 (TO BE CONST. L7R EXISTS AS AUTEB) o STR STREET LIGHT - 9500 LED PER CUB STD ST -14 a SM. STREET LIGHT - 22OW LED PER COB STD ST -14 -¢- STA STREET NAME SIGN (ACTRU) PER COB STD T -1 STB, CITY STREET NAIL S16N PER COB STD T -1 1� SM. MEEL CHAIR RANP PER C09 STD ST -19 AND 1 CAL TRANS SPECIFICA TIL 7V PER STD A -88A miwwr PER COB STD ST -4 AND T -12 �- TRAFFIC CONTROL SIGN - AS AUTEB X PT. RADIAL TO CENTERUNE STA, - AS. ACTED t TYP SEVER MAIN & NUMLE TYPE ;4' PER COB STD SV -4 T TrR. TYPE A' CATCH BASIN PER COB STD -14 � RCP va6i CL III b miwaE TYPE '4' PER COB STD SV -4 � T sEvER mAiN b aEANDUT PER COB STD SW -6 7- SM OUTLET STRUCTIRErPER COB STD D -11 SM. MAIMGE BASIN PER COB STD D -11 v � ��Wmw mw mmmmTmwr s �� I r r SHEET 3 ; OF 7 SHE TS f E /. * t ---? C17 3 1 /,- ` E ME L l ( r i ` J Q I I j I 1 i + } s { + 3 E r ( r } I } E } i rte L , ! i f M mZ r t( ' LLJ I t - E L i € 1 i E (D V) i #j t h IT IL ufl � } ■ T{ � ■ fE PAIAld 1 1 i 3 / XL L rLMIV & rXLJr ILL v � ��Wmw mw mmmmTmwr s �� I r r SHEET 3 ; OF 7 SHE TS f E /. * t ---? C17 3 1 /,- SCALE: WIF HORIZ* 1" = 50' VERT. 1" = 2 31 PHASE TWO SE SHEET 6 � U U C.> LO Go C> TANGENT • J L.- — < Go tt? c) c> C> W SHEET 6 20.00' SEE %0- _... . AA 1146 1 V i W SE SHEET 6 � U U C.> m W C> TANGENT Z C.1 8236' 8" — < + c> C> Q 90'20'27* 20.00' I 31.53' 1 20.17 FLO KINE CURVE DATA NUMBERIANGLE CITY AUNT ENCASEMENT PER COB STD ST -13 I RADIUS I LENGTH TANGENT 1 8236' 8" 20.00' 28.84' 17.57 2 90'20'27* 20.00' I 31.53' 1 20.17 NOTES: U REMOVE W -31 (CA) WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT AND SALVAGE SIGN. ku iV clu Cu � h -,4= -4 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. RIO 6 !RA N�1' LAND' PHASE ONE 1 0 --- 2 } E i } C f # i 4 # { ; C i • 'CIO z f 1 �t LU I 1 qlt T� • } y I i Ll_ LL- - _ +. LLJ v I 41 2.7 iii } • t t i } } o- 28. I 13 14 I f r € pp i 1 { Iii k r o # �L 46. 9� j z i I I i:; CITY AUNT ENCASEMENT PER COB STD ST -13 N } A q q r a STB, L A Q SM. La M Q � V i W J cn C-30 i Arl Al I L Irk mZ a f BRIVEVA Y PER CLIB STD ST -4 AND T -12 �— W Q ku iV clu Cu � h -,4= -4 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. RIO 6 !RA N�1' LAND' PHASE ONE 1 0 --- 2 } E i } C f # i 4 # { ; C i • 'CIO z f 1 �t LU I 1 qlt T� • } y I i Ll_ LL- - _ +. LLJ v I 41 2.7 iii } • t t i } } o- 28. I 13 14 I f r € pp i 1 { Iii k r o # �L 46. 9� j z i I I i:; CITY AUNT ENCASEMENT PER COB STD ST -13 (TO BE CYST. L7R EXISTS AS AUTED 8 14. 4B - -56 n a STB, L A Q SM. La STR CITY STREET NAME SIGN PER COB STD T -1 V i W cn cn J i Arl Al I L Irk mZ a f BRIVEVA Y PER CLIB STD ST -4 AND T -12 �— TRAFFIC CWTROL SIGN - AS NOTED ( � W PT. RABIAL TO CENTERUAC STA. - AS AUTEB -4- &I W u') z c� � •w O 0 c,/-) Elf z -� n CD C� x w E. C Na. 354'73 ROBERT E. SMITH RCE 35473 DATE J/30/15 � CIVIL LEGEND • STR CITY AUNT ENCASEMENT PER COB STD ST -13 (TO BE CYST. L7R EXISTS AS AUTED 8 STB. STREET LIGHT - 9598 LED PER COB STD ST -14 a STB, STREET LIGHT - 22WO LED PER COB STD ST -l4 SM. STREET NAIL SIGN (METRU) PER COB STD T -1 STR CITY STREET NAME SIGN PER COB STD T -1 1� STD. VHEEL CHAIR RAID PER COB STD ST -19 AND J i Arl Al I L Irk CAL TRANS SPECIFICA TILIV PER STD A -88A a f BRIVEVA Y PER CLIB STD ST -4 AND T -12 �— TRAFFIC CWTROL SIGN - AS NOTED ( X PT. RABIAL TO CENTERUAC STA. - AS AUTEB -4- TYR SEVER MAIN 8 MANH17LE TYPE A' PER- COB STD SV -4 nr TYR TYPE A' CATCH BASIN PER COB STD-14 � RCP VIRU CL Ill 8 NAOME TYPE A' PER COB STD SV -4 � TrP. SEVER MAIN & CLEAOUT PER CO STD S V-6 D— SO. OUTLET STROCTURE PER COB STD D -11 CD } STB, BRAINA6E BASIN PER COB STD D -11 17 uv u �u�ry1 SHEET 4 OF 7 L L i! � i Arl Al I L Irk � l I ( � • i i 1 E } � j —{--- WUllU { } En J I cn I I CD } # } } } f I I I j H j c �, tl3 ESE # o I { i I f } C4 LAJ 4L > Ck At CD cn } —1 LL-j f mom cri ( ( I w # +• � ! � I } � ► { E I ; � t I I g. E7= LMAJ i — -- # I C 1 I ldpE Amm! 1 0�pw f! tf m t• 14W t i 17 uv u �u�ry1 SHEET 4 OF 7 L L i Arl Al I L Irk j —{--- WUllU { UL En I I CD I � ► cc- o I { I f } C4 LAJ 4L > Ck } —1 LL-j f cri ( ( I w # +• � ! � I } � ► { E I ; � t I I g. E7= LMAJ i — -- # I C 1 I ldpE Amm! 1 0�pw f! tf m t• 14W t i 17 uv u �u�ry1 SHEET 4 OF 7 L L SCALE: j 221 nw 28 3 ::at A A FLOWLINE CURVE DATA w Q M O i.i! LO Z C> 00 �„ Z 1 a. 20.00' -, o o " 19.88' UO) SEE SHEE T 6 ,��` `a r: 3: - o d' M Q Oo - - - !� . ► 4- �a a%.% _ 3 ::at A A FLOWLINE CURVE DATA NUMBER DELTA I RADIUS I LENGTH I TANGENT 1 8939'02" 20.00' 31.29' 19.88' 2 19406'58' 559.00' 186.50' 94.13' 3 94'3132' 20.00' 33.03' 21.68' 4 9437'32' 20.00! 33.03' 21.68' 5 19'06'58" 519.00' 173.16' 87.39' 6 90'20958' 20.00' 31.54' 20.12' q A 3 3 A A CENTERLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT CQ 19V6 'S8° 539.00' 179.83' 90.76' zt A cu c cn e%,Z A 6-19 cc md- M LA- m A � A 0V 00 26 W ^^ V co 20 M N f. co �t co co � � �--� • - • 3 00 t-,. 01 c %-.f 1 0 � C j • Z *4- o 3 4� w A p + CL� © 1' N • SEE SHEET 6 i M T CD i cic tt 0 C.> • W GL- ui ;Lm CN �, �• c SEE SHEE • • 0 O •• s c M • Z LLJ c ! z Ei °'- W i C�o CD U N • - - o LO �p t= r7 n w r" •� ao 3 O ' t m + M �- co co i -o- RCP C:> HORIZ. 1" = 50' VERT. 1" = 2' 10 ,0 ;, I � C, *,I*- Ij , - r 11 12 NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. I?. 10 LOBO LANE 13 PHASE TWO 14 15 700.77, 700.31' JL r - NOTES: a INSTALL W -31 (CA) YMTH QM4-3 MARKER AT PHASE BOUNDARY OF TRACT. 16 17 18 A c i cc G_--- CD i cic tt 0 C.> • W STB. --' CN �, �• c SEE SHEE • • OO O •• s c M 31.29, LO LLJ ,0 ;, I � C, *,I*- Ij , - r 11 12 NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. I?. 10 LOBO LANE 13 PHASE TWO 14 15 700.77, 700.31' JL r - NOTES: a INSTALL W -31 (CA) YMTH QM4-3 MARKER AT PHASE BOUNDARY OF TRACT. 16 17 18 A c i cc G_--- i o STB. --' CN �, �• c SEE SHEE • j OO LL- c M STD. LO LLJ W rkt STB, VHEEL CHAIR RAMP PER COB STD ST -19 AND CAL TRANS SPECIFICA TIDN PER STD A -884 4 � N • CD TRAFFIC CONTROL Sh6N - AS ACTED r" •� t ' t m + M TYP i -o- RCP vIR6j CL III 8 MMHL 1 E T YPE '4' PER COB STB SV -4 clm� f ,0 ;, I � C, *,I*- Ij , - r 11 12 NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. I?. 10 LOBO LANE 13 PHASE TWO 14 15 700.77, 700.31' JL r - NOTES: a INSTALL W -31 (CA) YMTH QM4-3 MARKER AT PHASE BOUNDARY OF TRACT. 16 17 18 A c 4� sFFs 2p 19 r F ! ! P 4g,OFESSI�N w No. 35473 � � 9/30/15 o�IVlti l�o.��~� CAL CIO 4 1 I N € !t) 1 LO CID j i f � (7) � Zti i LO LO + C..) ! - LLJ _.._ cnk +0,5155 ..._ t � ff 27..W • { ON cutvE OWN CURVE OF T- LA- co I � ! M I l.s.i ~� -`- �` 27.V 4 ROBERT E. SMITH RCE 35473 DATE LEGEND • STD. CITY MONUMENT ENCASEMENT PER COB STB S1 -13 i o STB. C/) CN �, �• c SEE SHEE ev W11 20 j 4� sFFs 2p 19 r F ! ! P 4g,OFESSI�N w No. 35473 � � 9/30/15 o�IVlti l�o.��~� CAL CIO 4 1 I N € !t) 1 LO CID j i f � (7) � Zti i LO LO + C..) ! - LLJ _.._ cnk +0,5155 ..._ t � ff 27..W • { ON cutvE OWN CURVE OF T- LA- co I � ! M I l.s.i ~� -`- �` 27.V 4 ROBERT E. SMITH RCE 35473 DATE LEGEND • STD. CITY MONUMENT ENCASEMENT PER COB STB S1 -13 (TL7 BE Cf7NST* L7R EXISTS AS MUTED o STB. STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LMT - 2P000 LED PER CDB STD ST -14 STB. STREET. NAME SIGN (METRU) PER COB STD T -1 STD. CITY STREET NAME SIGN PER COB SID T -1 1� STB, VHEEL CHAIR RAMP PER COB STD ST -19 AND CAL TRANS SPECIFICA TIDN PER STD A -884 BRIVEWAY PER COB STD ST -4 AND T -12 y TRAFFIC CONTROL Sh6N - AS ACTED X P7. RADIAL TO CENTERUNE STA. - AS NOTEB t TYP SEWER MAIN & MANHOLE TYPE A' PER COB STD SV -4 nr TYP TYPE '4' CATCH BASIN PER COB STD-14 -o- RCP vIR6j CL III 8 MMHL 1 E T YPE '4' PER COB STB SV -4 clm� TYP SEVER MAIN & aEANOUT PER COB STD SV -6 D-- STD. 9UTLET STRUCTIRE PER COB STD D -11 STB,r BRAINA6E BASIN PER COB STD D -11 N � W U3 E-- lJ it SHEET 5 OF 7 SHEETS 6731 A -2- R A C-/ T No. 6410 f_ iJ I L.1_. i i. #05- 0 v PER C -E T;�; {� r% lJ it4 " {p i i_IANI, -jam am f- ! i__! \ ifO . 60 #nq0 j ' 7 , "j70, OR- eft' L0 LL— M 0i C> CN 0 4. i V' t LU =�" !42 o CD °z m 05 SCALE: HORIZ* 1" = 50' VERT. 1" = 2' 10 1,04 CN qr- 1 b„ SEXIER 00 t . do N 00. 3519" E W �i �1 CENTERLINE CURVE DATA CD DELTA qld- RADIUS L6 Q � M LLJ 534:35' �y O� tJi CD i— • LLJ 53435 37.78' H 07102'45 CENTERLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH CQ 02059'44' 13.91 534:35' 27.94' Cl 00-71k U � Q � 04003'02' 1&90' 53435 37.78' ^ Cti 07102'45 33.17 538.74' 66.25' fin CN 0o N FL /'<�- ST TYPE $ CURB & GUTIER O0 Am IMF ./� WITH 4.5 DQMB. SIDEWALK -TYP. 6,, SEW- �— %, ' 24 S.D. -- U ! t 1 N x•3519 E �% 15 11 t'� I 24" S. D. 13 oO 24 S.O. c .U' 14 Z t s �, 635 �- �3�X 9 FL � t ;0 3 4 1 j 1 ate a- LU E c fi C07 Cb R/W f C3 co 21 act Z En Ln 5 En i Q �— 12 18 18 12 � � 1 2 ? 20 10 v Ui __j rel) Li J __j -j � � � � � L.� � SEE SI -�E�� 4 � �'-ci � �- SEE SHEET 5 U"x M U U W U U U C> � M c7'1 M Os ,J o o Q 00 0 o Q (D L.LJ Z C%4^_- C40ww C> Ual -- Z + Z + Ll') N iE + 0 (� LL q1t o° /W cc LL M 0 LO NOTES: INSTALL TYPE lil BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN IMTH (M4 -3 MARKER. BARRICADE IS TO GO FROM FLUWLIFIE TO FLOWUNE. LQ 0 c LC? 3 cn v1a Z C> 3 3 3 Z J o o • t 0 o A Cl 00-71k U � Q � q ra cA N '�" L[� ^ Cti Ln M m w LO M !- Ln-c:> 3 Cu c�U o CU t'� Z LCD M J tom. U Cu •moo -F' aD � coo cv Q)-j o 4- o W W � ., � ci m 7 M cv �..- 6 LO c�j ¢ U M U LAJ 8 1 77 i + "J >< • �. i.l ( k ttr ( I W co � o ! �-4 W • � 4 Ui C�l • cc co cc a, + f I SEE. SHEET 3 e I t I t I f M v- qr- AR � j j3OUND Was W 1 i M . 0) C-> LLJ En 00 W C4 + t0 + fin CN 0o N FL /'<�- ST TYPE $ CURB & GUTIER O0 Am IMF ./� WITH 4.5 DQMB. SIDEWALK -TYP. 6,, SEW- �— %, ' 24 S.D. -- U ! t 1 N x•3519 E �% 15 11 t'� I 24" S. D. 13 oO 24 S.O. c .U' 14 Z t s �, 635 �- �3�X 9 FL � t ;0 3 4 1 j 1 ate a- LU E c fi C07 Cb R/W f C3 co 21 act Z En Ln 5 En i Q �— 12 18 18 12 � � 1 2 ? 20 10 v Ui __j rel) Li J __j -j � � � � � L.� � SEE SI -�E�� 4 � �'-ci � �- SEE SHEET 5 U"x M U U W U U U C> � M c7'1 M Os ,J o o Q 00 0 o Q (D L.LJ Z C%4^_- C40ww C> Ual -- Z + Z + Ll') N iE + 0 (� LL q1t o° /W cc LL M 0 LO NOTES: INSTALL TYPE lil BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN IMTH (M4 -3 MARKER. BARRICADE IS TO GO FROM FLUWLIFIE TO FLOWUNE. LQ 0 c LC? L _ !- co a J Z J o o • .� L` 0 o E o Q �- o }- Q W • w W . ` cp p © `Z � U C3 Z r0 m �o rcvW m � C4 EX9 cc CD M ca + ��Q U 20.12' o LL- U + 01 C� F l / f'f 20.0Q' G rwnn iii[ NOTE.* CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. c CIIA777() Cj C 1 0A)9 PffA S 'ES OYE & T frO 11 12 13 14 15 16 17 18 � o oc� i LAM. • 31.54 J f � � a Z N o o • 8 ` o 16 FL 17 lkol • 1Jv � � g c� N 00 3519 E t t N 00 3519 E� --__ J (:Z i 19.88' X. 8, s 1, • o FL 3 J w f t -c> C3.` 4 /- -K ELl c'sl EX9 A` CD M ' . � I i • Q 20.12' 20.00' U 6 01 I 20.0Q' 31.30 7 07'0i49' 3217' 516.35' LO c r.� U7'02'45' 34.2V 8 1 77 i + Z >< • �. i.l ( k ttr ( I W L LO o ! F • 1 ' O.C. I 76. 8& ON CURVE �_4 Ui C�l • cc co cc cn cc cn SEE. SHEET 3 LL- L _ L` f LL_ L`` L ? /II-Jv E i # 1 : W 1 i M . 0) C-> LLJ En 00 W C4 + t0 + C) >' tD = cn U NOTE.* CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. c CIIA777() Cj C 1 0A)9 PffA S 'ES OYE & T frO 11 12 13 14 15 16 17 18 � o oc� i LAM. • 31.54 Pr3 J f � � RADIUS Z N o o • • tn i J (:Z i 19.88' o LO s 3 J ( � r EX9 A` CD M ' . � I i • Yfq 20.12' 20.00' U 6 co I 20.0Q' 31.30 7 07'0i49' 3217' 516.35' 64.26 {j U7'02'45' 34.2V jjjj 1 77 i + Z ; • �. i.l ( k ttr ( I W L LO o ! F • 1 ' O.C. I 76. 8& ON CURVE �_4 (w' W I 0. i I i ! I • Mumma 1 f � ? /II-Jv E i # 1 : W 1 i Pr3 68.46 54-44! 64.26= t� • win �M V) o F-- Z cr Kz qw Go � ©. 354'3 ROBERT E. SMITH RCE 35473 DATE `x 9/30/15' civi i c XXX �- Ln :> Ln r 0t;;� n -- 11 t FL 0 WL I WN E CURVE DATA J { CD t � RADIUS Z N o o • • tn f co IMAM. - (:Z i 19.88' o LO s 3 J 3 � s � LA- r { • �A 1 ( CD M ' . � I 205.75' 68.46 54-44! 64.26= t� • win �M V) o F-- Z cr Kz qw Go � ©. 354'3 ROBERT E. SMITH RCE 35473 DATE `x 9/30/15' civi i c XXX �- Ln :> Ln r 0t;;� n -- 11 t FL 0 WL I WN E CURVE DATA 4 { CD t � RADIUS cm I � M ; S •• i LO f� (rI LO (:Z 89'39'Q2" 19.88' 20.00' 31.29 3 J 20.12' 20.001 LA- 4 1 ( CD M 20.00' t 5 ` 20.12' 20.00' U 6 1 Lo CD 20.0Q' 31.30 7 07'0i49' 3217' 516.35' 64.26 {j U7'02'45' 34.2V jjjj 1 77 i + + ; + ` { � 3 ` 1 31.5 54.44 4 O.0 t Li l 't. 1 ' O.C. I 76. 8& ON CURVE 68.46 54-44! 64.26= t� • win �M V) o F-- Z cr Kz qw Go � ©. 354'3 ROBERT E. SMITH RCE 35473 DATE `x 9/30/15' civi i c XXX �- Ln :> Ln r 0t;;� n -- 11 t FL 0 WL I WN E CURVE DATA NUMBER ANGLE TA NGEN T RADIUS LENGTH 1so"2o'5s' cn 20a2" za.00' 31.54 (:Z 89'39'Q2" 19.88' 20.00' 31.29 3 so7o'2r 20.12' 20.001 31.� 4 82'36'48" 17.57' 20.00' 28.84 5 94'2027" 20.12' 20.00' 31.53 6 89'39'33' 19.88' 20.0Q' 31.30 7 07'0i49' 3217' 516.35' 64.26 $ U7'02'45' 34.2V 556.74' 68.46 C" cv { o LO I i 1 00 ' N I M� ( cn _ ST0. Lz r[ Q - rr _ o suaws CITY STREET NA14E S16N PER COB STD T -1 1� W ST0. LO Go L0 ac t ?f co { U LL-1 i U U 4 - CAL TRANS SPECIFICATI0A1 PER STD A -88A ' -- �- -- U 7! W S U-) } --- -- - -- TRAFFIC CWTROL SIM - AS ACTED U X PT. RADIAL TO CENTERLINE STA, - AS ACTED Imu- U TrP. U , -I- .209 �h)r • • cr- I � e C.3 I W' ! + vIR6j CL 1.11 & ~aE TYPE A' PER COB STD SV -4 e i 1 j ! � � � 0J 1- f -. BRAINAff BASIN PER COB LSTB D-11 100. F-Y. { CITY ANT EACASSMENT PER COB STD ST -13 i 1 00 ' N i _ cn _ ST0. t • { • LO - rr _ o LLYLL� CITY STREET NA14E S16N PER COB STD T -1 1� ST0. LO Go L0 ac t ?f co { U LL-1 i U U CAL TRANS SPECIFICATI0A1 PER STD A -88A ' -- �- -- U 7! W S U-) } --- -- - -- TRAFFIC CWTROL SIM - AS ACTED U X PT. RADIAL TO CENTERLINE STA, - AS ACTED _i J c j ��z { co C31 [ EL ti I cc? C 4 € ' { .— i • cam, i , ca TrP. U , -I- .209 �h)r TYPE 'Al CATCH BASIN PER COB STD -14 • cr- I � e C.3 I W' m .�. �'`� L 71 r j iE i ! � vIR6j CL 1.11 & ~aE TYPE A' PER COB STD SV -4 e i 1 SEVER MAIN & aEAwJl PER C OB STD SW -6 =lu— � � � a BRAINAff BASIN PER COB LSTB D-11 � 3 ` 1 31.5 54.44 4 O.0 't. 1 ' O.C. I 76. 8& ON CURVE i I i ! I • Mumma 1 f � s i I /I Ti ir� i # 1 : W 1 i L I /IVL Cl En O--j I�J It CE--- (D a ice - a T M I LEGEND • sm CITY ANT EACASSMENT PER COB STD ST -13 (TO BE CgNST QP EXISTS AS NgTEB) o 571 STREET LIGHT -9500 LEB PER COB STD ST -14 o ST0. STREET LIGHT -'220M LED PER COB STD ST-14 STA STREET NAME SIGN METRU) PER COB STD T -1 STIR CITY STREET NA14E S16N PER COB STD T -1 1� ST0. VHEEL CHAIR RAID PER COB STD ST -19 AND 1 CAL TRANS SPECIFICATI0A1 PER STD A -88A xi vEWAY PER COB STD ST -4 AND T -12 �— TRAFFIC CWTROL SIM - AS ACTED X PT. RADIAL TO CENTERLINE STA, - AS ACTED �- TrP. SEVER AKIN 8 HANNZE TYPE A' PER COB STD SW -4 T TrP. TYPE 'Al CATCH BASIN PER COB STD -14 � RCP vIR6j CL 1.11 & ~aE TYPE A' PER COB STD SV -4 � TrR SEVER MAIN & aEAwJl PER C OB STD SW -6 =lu— ST0. OUTLET STRUCTURE PER C9WI STD D -11 S SA BRAINAff BASIN PER COB LSTB D-11 ■ 'C(;L,1 ! U(;li ttV SHEET 6 OF 7 SHE TS ol