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HomeMy WebLinkAbout1.1-7231 Ph 1 & 2LEGEND: 1. CURB AND GUTTER 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 BASIN 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. 8. 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 CITY 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 ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- 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 RCE 35473 DATE EXP. 9 -30 -15 L TOLL FREE 0- 227 -2600 _EAST TWO DAYS IJtFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 03/04/2014 Drawing File: FSTR7231 CITY OF 504.23 S 359'24'41 E TfiACT BOUNDM = E gS F I ELD B R ���_� ��a�E�� e� A K E SEE SAFE , TRACT No. 7231 PHASES 1 & 2 i e z I 8 9 10 11 is 13 m CONSTRUCTION PLANS co STREET PLANS AND PROFILES 11� oIo ,o ,a 16 ,s Lc" Uj RIO GRAND[ LANE _ SEE SHEET 4 <> 635X2 BENCH MARK USED: TOP OF CONCRETE MONUMENT AT THE CENTERLINE INTERSECTION OF TOR[ LORENE AVENUE AND ABIGIAL WAY. PER TRACT NO. 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. 4" CONCRETE SIDEWALK 13,950 S.F. 6" CONCRETE DRIVEWAY 2,772 S.F. A.C. PAVING (53,248 S.F.) 1,001 TONS AGG. BASE 1,285 C.Y. SAWCUT 480 LF. WHEEL CHAIR RAMPS 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 IMPROVEMENTS - PHASE TWO: 6" CURB & GUTTER 3,306 LF. 4" CONCRETE SIDEWALK 15,465 S.F. 6" CONCRETE DRIVEWAY 3,069 S.F. A.C. PAVING (75,100 S.F.) 1,409 TONS AGG. BASE 1,808 C.Y. WHEEL CHAIR RAMPS 4 EA. SAWCUT 240 L.F. STREET NAME SIGNS 4 E.A. STREET LIGHTS 4 E.A. SURVEY MONUMENTS 8 EA. "WARNING /REG." SIGNS 3 EA. A.P.N.: 514 - 020 -58 PANAMA i LANE Cl Ik HOSKING ROAD cn Z N PROTECT SITE TAFT 1 HWA`! VICINITY MAP ICES. INDEX SHT. NO. SHEET DESCRIPTION 1. TITLE SHEET 2. NOTE SHEET 3. CHISOLM TRAIL AVENUE 4. RIO GRANDE LANE 5. RIO LOBO LANE 6. McCLINTOCK ROAD 7. STRAWHOUSE TRAIL ROAD ADDITIONAL NOTES OWNER: SMITH REVOCABLE TRUST NOTE: SEE SHEET TWO FOR ALL NOTES 1424 17TH STREET ........... .. v v ,. ,. O BAKERSFIELD, CA 93306 OWNER: LANTZ FAMILY, LP -AD: 4805 CENTENNIAL WAY #301 S 359 °03'43" E L3� BAKERSFIELD, CA 93312 OWNER: WIBLE INVESTORS II, LLC 4805 CENTENNIAL WAY #300 BAKERSFIELD, CA 93312 SUBDIVIDER: WIBLE INVESTORS II, LLC 23 4805 CENTENNIAL WAY #300 26 BAKERSFIELD, CA 93312 ENGINEER: SMITHTECH /USA, INC. z 1424 17TH STREET BAKERSFIELD, CA 93301 NOTE: SEE SHEET TWO FOR ALL NOTES c.� rr% LEGAL DESCRIPTION THAT PORTION OF PARCEL C OF LOT LINE ADJUSTMENT NO. 05 -0981 AS PER THAT CERTAIN CERIFICATE OF COMPLIANCE RECORDED JULY 21 , 2006 DOCUMENT NO. 0206177575 OF OFFICIAL RECORDS. ScuF: 1• - 100' a rr sm iam ism S 359 °03'43" E 575.00 TRACT BOL DW 8 9 10 e 635Y2 TRACT BOL41M I S 89 °03'22" E 940.22 FHAM THFU ^ 141.21 ........... .. v v ,. ,. O ;.. co -AD: "' S 359 °03'43" E L3� 0 31 22 23 24 25 26 27 28 C z r_ Q0 J U v 30 RiASE TWO I X M 1 2 3 4 5 6 7 29 0 z RIO LOBO LANE — — -- - — — 28 635Y1 o SEE SHEET 5 II I 126 25 I ; 24 23 22 21 20 27 W I I c.� rr% LEGAL DESCRIPTION THAT PORTION OF PARCEL C OF LOT LINE ADJUSTMENT NO. 05 -0981 AS PER THAT CERTAIN CERIFICATE OF COMPLIANCE RECORDED JULY 21 , 2006 DOCUMENT NO. 0206177575 OF OFFICIAL RECORDS. ScuF: 1• - 100' a rr sm iam ism S 359 °03'43" E 575.00 TRACT BOL DW 8 9 10 e 635Y2 TRACT BOL41M I S 89 °03'22" E 940.22 FHAM THFU ^ ........... .. v v ,. ,. O ;.. co -AD: LEGEND: N 6� N z DISTANCE & BEARING TABLE LOT 1 S 359 °03'22" E 616.76 PRAM THRE CL - CENTERLINE DW - DRIVEWAY FL - FLOWLINE BCR - BEGIN CARVE 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 - END VERTICAL CURVE PRC - POINT OF REVERSE CURVE PCC - POINT OF COMPOUND CURVE -rg 7; 31 ORECORD DRAWW" CORRECTIONS BY: _ -- DATE__ f - /,�-/ Z _ 4gOFESSIpN CQ C4 No. 35473 9/30/15 ivi 'e F C A�� W W 11 12 13 " 14 3 CD 17 16 3� QO 15 Q i S Ig O 12 So '11 " E LA cti J L4 CN m c__>j LOT 1 IRA REVIEWED BY: TRAFFIC ENGINEER: I PHNE I= S.E. COR. OF SEC. 35, 30/2.7, M.D.M. CALIF. DIV. HWY. BRASS CAP IN L.H. -(, Lai S1 I REVIEWED BY: -------------- - - - - -- - - - - - -- ASSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: � PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD N °5 CITY OF 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 ON 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 STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 7. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22. 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. ii. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE 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 E3AKERSFIELD 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 TRACT 0 0 7231 PHASES 1 2 9E 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 CONSTRUCTION P PAVING OPERATIONS RESUME. 12L WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH STREET PLANS AND PROFILES A MANNER THAT HAT 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 MALL 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. 8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE TEST 375. RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN OF THE PERMIT. 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE 9. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE LEO TEK EC1 THRU EC7 SERIES CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE CREE XSP /XSPR SERIES AND OTHERS ON APPROVAL LIST REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE ► 1nI R FL R DENSITY REQUIREMENTS. 30' 30' 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPA.C11ON IS EITHER LESS THAN 90% OR MORE THAN 96% , ** 18 - 20 ** 10 - 12 ASPHALT CONCRETE PAVING NOTES: THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND ?.� 10 - 12 18 - 20 REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. ° 1 4 PER FT 2y ° 1 4 PER_FT•- 1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE "A" THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. _ 2% - SMODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: I e IN SECTION FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPEC- Y CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD OR A. A PROPERL C CONST. TYPE "B" CURB & GUTTER � GU IFICATIONS AND THESE SPECIAL PROVISIONS. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. WITH 4.5 STANDARD TYPE SIDEWALK ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. PER CITY STANDARD ST -3 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL C. IN CASE OF DISPUTE, METHOD "B' SHALL BE USED. AGGREGATE FOR TYPE "A" (MODIFIED) OR TYPE B (MODIFIED) ASPHALT NOTE: AR -4000 TYPE "B' CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE NOTES: 39 -2 TO FOR 3/4" MAXIMUM, MEDIUM GRADING. A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, CITY OF BAKERSFIELD PLATE S -27 - REVISED N.T.S. LOW GUTTER SHALL BE 0.5' 3. ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT D E ASPHALT CONCRETE OVERLAY. „ TYPE A - LOCAL STREET * SLOPE FROM HIGH GUTTER PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK ** SEE PLAN SHEETS CITY ENGINEER. ASPHALT BINDER FOR TYPE "B' (MODIFIED) ASPHALT CONCRETE SHALL BE AT THE CONTRACTOR'S EXPENSE. T. I . 5 R ®VA L _ 22 SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE "STEAM- 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO I .25' TYPE 'B' A.C. OVER .45' CLASS II C.A.B. OVER 95% COMP. O.G. REQUIREMENTS IN THE TABLE FOR REFINED PAVING ASPHALTS', IN SECTION SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, .50' 92 -1.02, "GRADES ", OF THE STANDARD SPECIFICATIONS. AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TV, THE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR BY THE CITY ENGINEER. PARAGRAPHS OF SEC11ON 42 -2.02, "CONSTRUCTION ", OF THE STANDARD SPECIFICATIONS. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS REVIEW AND APPROVAL: CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING A. A LIST OF AGGREGATE AND ASPHALT SOURCES. AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE 'AGGREGATE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE 'GREENBOOK'. BASE MATERIAL PROVISION& MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK ........ WHICH ALLOWS TESTS RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED, AGGREGATE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED BY ASTM D -2041. THE ASPHALT CONCRETE MIX SHALL MEET THE CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: REQUIREMENTS OF SECTION 39 -2.02 AGGREGATE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE CONCRETE MIX DESIGN. 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) 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE 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. ENGINEER. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, 'SUBGRADE" OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO -f -A 7A 31 PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. TECC09 I)PAWW" 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE -CTMIS LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. CORK DATE_�'��` /5 4gOFESSION E. w No. 35473 0 03/04/2014 Drawing File: FSTR7231 9/30/15 1 ' CALI���� / _ ? c;�3 / (,�- 351 350 - 349 347 346- 344 f 1 351 349 348 347-1 34� -4 345 --4 344_ 4�- SCALE: r W Z F— W N Y a a �r HORIZ. 199 = 50' VERT. 1 is = 2' FLOWLINE CURVE DATA NUMBER ANGLE RADIUS LENGTH TANGENT 1 180'00'00' 20.00' 31.30' 20.00' 2 90'00'00" 20.00' 31.53' 20.00' NOTES: U REMOVE W -31 (CA) WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT AND SALVAGE SIGN. U � 6 cu 5 CD Q Cll RI � X �w 31 � Q Z M 3 q 3 q 3 M 4J q U LJ� c u N O LJ� c�' x N M m C6 c9 o R nL v >_ U + co R/W n~¢ + cn z z_ 1 O ZO 20 101 � CO O f 3 mM 6 cu 5 Cell �} Cll RI � X �w 31 � w5 + 4. P. 14.-. TY.I m m m m 14. r7 _ T O a M o I ¢ I i _RAW o R n, co U + co R/W n~¢ + -ENCE kv� J +6.41 z z_ V � TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T X TYPE 'A' CATCH BASIN PER COB STD -14 w RCP Cn \ \°°mz 1?� } - Lr� w Lc) OUTLET STRUCTURE PER COB STD D -11 - -Q _ w 1O FL CONST. TYPE V CURB & GU R p Ex._ 30" S.D. iwTH 4.5 COUB.- SIDEWALK -TYP. CV "' o 635W5 F�. _ - -- -- S 359'04'14 °_E� _ X. 30" S.D. -- ; 5.30 ex. FL 4S ig { I LO • _ — T 11 12 N { { — - -- 13 14 =k M �N - -- F � M � O- FL FL F��519 I° z X w "_5.32 `R /W I I q q R/W q 'i n, cu �, 8 co nu � � 9 10 4. i1 �, 12 C- 13 4G 50' � rn ! C E 30 1218 1812 oM 3P Q 3 q Co co 3 14 Q � X SEE SHEET 6 m o N cu cu rj Y v w m m 00 m m �, 00 + Z �Q N Z 000 rrn can � � o W U � Q NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. CffIS -0 -1 H TRAIL A VEY UE PffA"Q_jLFJ ONE 10 11 12 13 14 15_ U W 0 e- -__ /EX. GROUND @ CL - 1 NJR)W FL ig 6/L 4gOFESsI --- 9 CID w No. 35473 9/30/15 ��9 CIVIL~/ ROBERT E. SMITH RCE 35473 fiX ?231 "RECOPD DRAWING" C()RRECT*NS BY: DATE wAfamlivii DATE e C1' CITY MONUMENT ENCASEMENT PER CO STD ST -13 w w a- z STD, Q � STD, z N + w Ln STREET NAME SIGN (METRO) PER COB STD T -1 w CO -0 Z 0 > w O O o u) WHEEL CHAIR RAMP PER CO STD ST -19 AND J z Wiz= f DRIVEWAY PER COB STD ST -4 AND T -12 _ fD:f CD z_ z � TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T X TYPE 'A' CATCH BASIN PER COB STD -14 w 4gOFESsI --- 9 CID w No. 35473 9/30/15 ��9 CIVIL~/ ROBERT E. SMITH RCE 35473 fiX ?231 "RECOPD DRAWING" C()RRECT*NS BY: DATE wAfamlivii DATE e STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST. OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD, STREET LIGHT - 22000 LED PER COB STD ST -14 + STD. STREET NAME SIGN (METRO) PER COB STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD. WHEEL CHAIR RAMP PER CO STD ST -19 AND J CAL TRANS SPECIFICATION PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 < Z _m L� r N X PT. RADIAL TO CENTERLINE STA. - AS NOTED f TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 Z RCP Cn \ \°°mz 1?� } - Lr� w Lc) OUTLET STRUCTURE PER COB STD D -11 - -Q _ w > w F � M � z X w 4gOFESsI --- 9 CID w No. 35473 9/30/15 ��9 CIVIL~/ ROBERT E. SMITH RCE 35473 fiX ?231 "RECOPD DRAWING" C()RRECT*NS BY: DATE wAfamlivii DATE e STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST. OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD, STREET LIGHT - 22000 LED PER COB STD ST -14 + STD. STREET NAME SIGN (METRO) PER COB STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD. WHEEL CHAIR RAMP PER CO STD ST -19 AND J CAL TRANS SPECIFICATION PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 i TRAFFIC CONTROL SIGN - AS NOTED X PT. RADIAL TO CENTERLINE STA. - AS NOTED f TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V/RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0— TYP, SEVER MAIN & CLEANOUT PER COB STD EV -6 } STD, OUTLET STRUCTURE PER COB STD D -11 STD, DRAINAGE BASIN PER COB STD D -11 351 1 348 _...347 344 - EX. GRO ND 0_ CL 350 i rU*')W - - N -- V -- — -- U- U) E� LLJ ____348 W - -- - - - -- `\ Z d 4 - 0- N \ p Z ca cn - OD m m Z Vil 46 31.53' - -- - o co ;_< C-) -- - -- - - -- �— -- - — — rz - 1- A-- O R P 0 RAT E- Tl - 4 - -- -- — - - -- nice, V.21 - _PHASE -� -- % X �� T -PL lL - - -- - 10.w TRAM; AVh`NUE SHEET 3� OF 7 SHEETS SCALE: FL 0 WLI NE CURVE DA TA NUMBER Y RADIUS LENGTH TANGENT 1 82'36'48° 20.00' im cq 2 90'20'27' 20.00' 31.53' 20.12' O M WHEEL CHAIR RAMP PER COB STD ST -19 AND CAL TRANS SPECIFICATION PER STD A -88A J � U TRAFFIC CONTROL SIGN - AS NOTED X PT RADIAL TO CENTERLINE ETA. - AS NOTED -*,- U M to w w T a cl i c3., TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP SEE SHEET 6 J TYR SEVER MAIN & CLEANOUT PER COB STD SV -6 STD, 1 18 �8 2 DRAINAGE BASIN PER COB STD D -11 + N� L) m °21� cli '= Z N => m I O Y CL. U 10+00.0U :V 1w PHASE ONE M o ^I PHASE TWO r 12 18 18 12 4-M 1 SEE SHEET 6 L-' cu Of U m W C) � � co a Z 6 U O o FL 0 WLI NE CURVE DA TA NUMBER ANGLE RADIUS LENGTH TANGENT 1 82'36'48° 20.00' 28.84' 17.57' 2 90'20'27' 20.00' 31.53' 20.12' 3 q CL cu O 0 + �1 Z- �l FL 1 -- 6" SEWE!- 1 3 23 3 3 3 3 Q q q q N N 19 V- � 18 17 � 16 ON cu v /W O CONST. TYPE "B" CURB do CUTTER N 12 MTH 4.5 COMB. SIDEWALK —TYP. S 89'03'43" E oN o 635X23 FL q q R/W q q cli cu cu CQ 24 r-, 25 26 r" r-_' ?� O O; ,O n + Rl M + NOTES: O REMOVE W -31 (CA) WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT AND SALVAGE SIGN. 3 q � M D � J Li 7D r Ln (/') 0 m LLJ �Z 1� N� o 0 I +w ivq7 v- ! / Z C) — -- _i._ - -- - -- -- X C) .91 14 � 14 +47.27 FL 46 — .74 Ey. CD '.07 I U I 4. ..'56 28 3 •� 2 L M W Cki X U-) n W o¢ + ZQ> m� r- (/) N X r-:W NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. RIO 6!RA Y-DE LA--NE PffA�'E ONE HORIZ. 1" = 50' VER T. 1 of = 2' 10 11 12 13 - -- - - Elf. GROUND -6�_- 349 - - - sl_TLZ_ — _ -- – - - -- - - - -- - -_— ----t----------- JF 347 -_ -- -- Li 346 - Cr- c-') o — - -- i 4127 — 13*— +.592% i o- 28.84' 345 O.C. 7 – ' 1344 -- - -- — i9l] O'5- cy- � MN Q oo� Mm m - - - -- - - - -U NW r +~ Q MN . GROUND -tom 349 t -- - o oz - - - - -- - -- I i m m 348 - - -- - - -- -------- - - - - -- —� -- - -- Nw —u- - v C-3 a 347 - - I _ + — 346 - - 345-- 3 . - o. - - ► -SBiTff::A UW INE �1- E ilki tX v � X -cam W X ai-- W C/-) z N I LCD W � W O O C/-) �zQ � U � c� Q z � cn x cn w L� w Q cr) - x WOU w Lc) _ w z Q 4gOFESSJ &- 9 E. CQ w No. 35473 t-n ROBERT E. SMITH RCE 35473 DATE 9/30/15 CIVIti OF Wbxll ,, ' -ECORD GRAVi NG" CORRECTIONS BY DATE /— /Z- /LS L EGEND e STD CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST. OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD, STREET LIGHT - 88000 LED PER COB STD ST -14 + STD, STREET NAME SIGN (METRO) PER COB STD T -1 + STD CITY STREET NAME SIGN PER COB STD T -1 j�STD. WHEEL CHAIR RAMP PER COB STD ST -19 AND CAL TRANS SPECIFICATION PER STD A -88A C DRIVEWAY PER COB STD ST -4 AND T -18 TRAFFIC CONTROL SIGN - AS NOTED X PT RADIAL TO CENTERLINE ETA. - AS NOTED -*,- TYR SEWER MAIN & MANHOLE TYPE 'A' PER COB STD S61-4 T TYR, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V/RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0-- TYR SEVER MAIN & CLEANOUT PER COB STD SV -6 STD, OUTLET STRUCTURE PER COB STD D -11 STD, DRAINAGE BASIN PER COB STD D -11 349 I X48 4 347_ 346 345 Smith -- — PHASE - T _ ft AN & PROFIL E RIO GRANDE LANE SHEET 4 OF 7 SHEETS SCALE: 350 344 Y NUMBER DELTA U F- ri TANGENT < OR 20.00' 31.29' ��Z�, 2 U a- a � J000 94'37'32" 20.00' L� U 21.68' 4 am C.) r 20.00' SEE SHEET 6 ``' 3 o 5 19'06'58" 519.00' 173.16' 3 3 O q FLOWLINE CURVE DA TA NUMBER DELTA RADIUS LENGTH TANGENT 1 89'39'02" 20.00' 31.29' 19.88' 2 19'06'58" 559.00' 186.50' 94.13' 3 94'37'32" 20.00' 33.03' 21.68' 4 94'37'32' 20.00' 33.03' 21.68' 5 19'06'58" 519.00' 173.16' 87.39' © 90'20'58' 20.00' 31.54' 20.12' 3 Q A 3 3 Q Q CENTERLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Ct 19'06'58° 539.00' 179.83' 90.76' SEE SHEET 6 12 18 18 12 m° 2 3 4(� q q I 8 9 10 I 1 STD, 5 j�STD, N M J Q ti 4' n� u') o- X In U-) ,. �� lJ� 34�0__ 29 TYPE 'A' CATCH BASIN PER COB STD -14 00 31.1-4- r 0 M � M 6 3 m co � R, M � " Q Q SEE SHEET 6 12 18 18 12 m° 2 3 4(� 5 6 I 8 9 10 I 1 STD, 5 j�STD, N Z�,r J Q CAL TRANS SPECIFICATION PER STD A -88A 4' n� u') o- X In U-) ,. �� n�^ 34�0__ 29 TYPE 'A' CATCH BASIN PER COB STD -14 00 31.1-4- r 0 �C ,'I ; M 6 co � + co � R, M � " M o 0') � J STD, M 06 cn r< Ex. GROUND @ CL - 345 r--R /W A —O 7n' - -- {L I I O R W k„ N 31.2 9. 344 -- - O.C. - o1 ?4 s 18 S.D. FL 000 10+� Q - , S 89'03'43" E CONST. TYPE B" CURB & CUTTER a 635Y2 14 WIVE 4.5 COA1B. SIDEWALK -TYP_ j S 89'03'43 E , �7 22' DW - - -- -- - -- -- �" - - - - -- © 18" S.D. 11 -�� 12„ :.YR 13 635Y10 f - - - -- -- ' - 15" SFYJ�'= 16 17 F 28 1 0 R/W q q ca ( q q 12 'S 18 z 18 cu 20 ! 26 � � 25 ESQ °T. 12 °° m I � O� 1.j � 24 � n 1 L Q V7 � 0 2� � co v 22 as + � 21 � + 20 34 P Q 4 3 19 Q 18 � + 2 o co � (6 + M 1 SEE SHEET 6 STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT — 9500 LED PER COB STD ST -14 _e STD, 347 v STD, STREET NAME SIGN (METRO) PER COB STD T -1 + STD, Z D j�STD, N Z�,r J Q CAL TRANS SPECIFICATION PER STD A -88A p^ 00 O O �— o- X PT RADIAL TO CENTERLINE STA. — AS NOTED —0-- TYR SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 34�0__ TYP, TYPE 'A' CATCH BASIN PER COB STD -14 00 31.1-4- r 0 RCP V/RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0-- O m J C,2 HORIZ. 1" = 50' VERT. 199 = 2' 10 12 co co M 1D NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. R10 L OB 0 IA YE PHA SE TWO 13 14 J U m Lq 00 4- NOTES: O INSTALL W -31 (CA) WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. ,0'OF E -�pNgL E. w No. 35473 t7l a 9/30/15 �4, 0,p ciVILo���Q CAL N W 10 CID s c'! 3 12 co O `~ 13 k� ^ m M C/) co o � co 63 ','s & SEE SHEET 7 10 20 0 10 FL 2 � 2 % 00 1i C1 0 019 +28 37 R o 4 / O �- �, n, 4 W r� o �, ® ° z C/) 03 4c, CO 16 m U, ,tea' �� a LJ AS `� SFF SyF �0 IU J1-55Q �0 C-3� 15 16 17 18 /EX GROUND A _- L +0.2029: iR TH r LOWLINE 185.84' ON CURVE 19 0 ROBERT E. SMITH RCE 35473 DA T E A 7931 ORE CORD DRAWING" CO iRECTnNS DY:��3' DATE 1 - /Z- /-41 - L E &END 0 STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT — 9500 LED PER COB STD ST -14 _e STD, 347 + STD, STREET NAME SIGN (METRO) PER COB STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 j�STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND CAL TRANS SPECIFICATION PER STD A -88A DRIVEWAY PER COB STD ST -4 AND T -12 �— o- X PT RADIAL TO CENTERLINE STA. — AS NOTED —0-- TYR SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 34�0__ TYP, TYPE 'A' CATCH BASIN PER COB STD -14 —0— RCP V/RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0-- TYR SEVER MAIN & CLEANOUT PER COB STD SV -6 D— STD, OUTLET STRUCTURE PER COB STD D -11 J STD, DRAINAGE BASIN PER COB STD D -11 350 Ex. GROUND @ CL - 345 A —O 7n' - -- {L — 31.2 9. 344 -- - O.C. - 12 co co M 1D NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. R10 L OB 0 IA YE PHA SE TWO 13 14 J U m Lq 00 4- NOTES: O INSTALL W -31 (CA) WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. ,0'OF E -�pNgL E. w No. 35473 t7l a 9/30/15 �4, 0,p ciVILo���Q CAL N W 10 CID s c'! 3 12 co O `~ 13 k� ^ m M C/) co o � co 63 ','s & SEE SHEET 7 10 20 0 10 FL 2 � 2 % 00 1i C1 0 019 +28 37 R o 4 / O �- �, n, 4 W r� o �, ® ° z C/) 03 4c, CO 16 m U, ,tea' �� a LJ AS `� SFF SyF �0 IU J1-55Q �0 C-3� 15 16 17 18 /EX GROUND A _- L +0.2029: iR TH r LOWLINE 185.84' ON CURVE 19 0 ROBERT E. SMITH RCE 35473 DA T E A 7931 ORE CORD DRAWING" CO iRECTnNS DY:��3' DATE 1 - /Z- /-41 - L E &END 0 STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT — 9500 LED PER COB STD ST -14 _e STD, STREET LIGHT — 22000 LED PER COB STD ST -14 + STD, STREET NAME SIGN (METRO) PER COB STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 j�STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND CAL TRANS SPECIFICATION PER STD A -88A DRIVEWAY PER COB STD ST -4 AND T -12 �— TRAFFIC CONTROL SIGN — AS NOTED X PT RADIAL TO CENTERLINE STA. — AS NOTED —0-- TYR SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 —0— RCP V/RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0-- TYR SEVER MAIN & CLEANOUT PER COB STD SV -6 D— STD, OUTLET STRUCTURE PER COB STD D -11 STD, DRAINAGE BASIN PER COB STD D -11 co i N _ , M4� _ fe 3 M � ap - �oLO C) 347 32.95' -- -- - - -- 27.58' O.C. 346 -- - :_344 _- 4 CIL .343 - N Lal Q C) — Q - -- 350 348 34Z 46-- �- 345 i SmlthTech [SSA 0 R A T 9 -D r -344 TRACT Alo - & �t 1 PRgFjtE_- 43- - NO LOBO LANE f SHEET 5 OF 7 SHEETS ), (- 7 ;2I —a-- - 350 Ex. GROUND @ CL - Oft - - - - -- � t0 - - _ 348 _ - — �U m M _ W - J - _ CD __ _ 00 Ln -34 �M -- + � -W — — � k 46 M W 9 G i "! 27.58' 13.c: 00 eq rn U t ON CURVE �_ 345 -m O +M _ -�.o,,� - - — - 700.31' ±— C. - -- 1 - - - - - - _ __ -_ -- - :_344 _- 4 CIL .343 - N Lal Q C) — Q - -- 350 348 34Z 46-- �- 345 i SmlthTech [SSA 0 R A T 9 -D r -344 TRACT Alo - & �t 1 PRgFjtE_- 43- - NO LOBO LANE f SHEET 5 OF 7 SHEETS ), (- 7 ;2I —a-- PER CERTIFICATE ag >>}� a 635X9 2 S.D. FL OF COMPLIANCE ° 0, PER DOC. >E °° #0206033630, 0. R. w lb �- R/W LLJ Z r7 orr mo 00 X55 o N 3 O Lci > J °° ° a Z M 12 18 18 12 N N a: m J J ¢ ~ SEE SHEET 5 N U W OR m o m L Q? O 01 J L + o w r- °' + J Q + z ° 0 FO SCALE: H ORI Z. 1" = 50' VE R T. 1 it = 2' ilcip'm 10 cn u- 0 O 347 - -- - m _ - �` o 346 CD 1 - 345-- 344 1349 i 347 346 345 344 - Q.202% -- - 177.84' - -- LO V- M J W z CENTERLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH C1 02'59'44' 13.97' 534.35' 27.94' © 04'03'02" 18.90' 534.35' 37.78' © 07'02'45" 33.17' 538.74 66.26 NOTES: O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. J rn Z 00 Z J Z J N LO cn 3 = 117 O Q ca O � tfj � M LJ� O C 7 ti O W J a0 o NO cu � Z r7 PO w m CS cti Cn V) m W N co t 2 + _ _ LO ro to co + r7 + M rl- �1 2 � N m co ^ L� %np M PARK SITE R/W TRAfT BOUNDARY i _ o N ,0 $ 16 s16k,� FL 17 `lk � 02 Al . 9 18 No 0 A6 N 00.35'19" E N 00'35'19" 00 Lc) _ 47 _ _ -15 5 w © 0 635W4 13 - -- ^ +" ��°A� 14 '14-'.23.96 o` 635X= (DO O w R/W L oo �) N �, o °' 10 20 20 10 LO 00 00 I coo CD ° cp ca c0 c8 co M 1QLI 20' 20 10 d w 'L�3'� M J J SEE SHEET 3 J J SEE SHEET 4 z , U M ¢ �° � �_ Wiz"' m w m � w m w CD w w m w o Z� O L rn U F- 00 w W r\ W 1� O Z w °� omo� `-j w �� C 3r)°o U O ,« °° J `" NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ffcCI.IYT0C.ff ROA-D PHASES ONE & TWO 12 13 14 15 16 17 18 J Li Z • liL i N - - - - --- ° co _ J O Z - - - - - -- - --m W LLJ N - c� n - - -- - Cn _ �S cri Lry CL LL- o 1 -- - - r7 r 0 ca u- } ¢ o p m ck�o m o ri V W CL- cn F N z L, _ Ln LLJ 18kk1 p1 O O C/-) -f - �zQ �U� - Q w M Z N J O YJ �- m C,: °z F- m U F r` ° /gOFESSI�4�1 w No. 35473 `y 9/30/15 T IVI OF L1�o��~Q CAL FLOWLINE CURVE DATA NUMBER ANGLE TANGENT RADIUS LENGTH 1 90'20'58° 20.12' 20.00' 31.54 2 89.39'02' 19.88' 20.00' 31.29 3 90.20'27' 20.12' 20.00' 31.53 4 82.36'48' 17.57' 20.00' 28.84 5 90'20'27" 20.12' 20.00' 31.53 6 89'39'33' 19.88' - 20.00' 31.30 7 07'07'49" 32.17' 516.35' 64.26 $ 07'02'45' 34.28' 556.74' 68.46 1 19 N cC AD - - -- u- L1` I s - _ _ ¢ ¢- -- - - - - m - - -- - - - _ _ - - - -- _-- --n- -- -- - oo F- - LJ� I U W W V LLJ - rn Mw - Q W m L0 ^ � _ + Co CD +.< - - - �_+ - - -_ - - - --a - - +0.209 -- so.o2 goo. 68.46' 54.44' I -- -- - - - - -- - -}' - -- ON CURVE }- w ~ N z ��DLn O cn z<C - -� cl- - - - - - ROBERT E. SMITH RCE 35473 7<A -7a 31 'RECORD DRAWING" CORRECTIONS ®Y: DATE -� L EMEND DATE 0 STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LIGHT - 22000 LED PER CO STD ST -14 STD, STREET NAME SIGN (METROS PER CO STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATIEN PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 -�- TRAFFIC CONTROL SIGN - AS NOTED X PT, RADIAL TO CENTERLINE STA, - AS NOTED -0-- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 ::I- STD, OUTLET STRUCTURE PER COB STD D -11 STD. DRAINAGE BASIN PER COB STD D -11 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. a � � a � w C o N : LnLj N 3 3 � C c cu TRACT No. 6410 0 0 c cu m o 68 2 29 4 + + 30 � + I R R/W I I I I I I C_V 00 F FL o CO ST. TYPE "B" CURB &GUTTER • - - ® ® }.._ -_ IMTH 4 4.5 C COMB. - SIDEWALK_ -TYP. LOT A � kCA� N �' 1� � �� w 12- _ _N 003519 4 4" E SCALE: H ORI Z. 1" = 50' VE R T. 1 it = 2' ilcip'm 10 cn u- 0 O 347 - -- - m _ - �` o 346 CD 1 - 345-- 344 1349 i 347 346 345 344 - Q.202% -- - 177.84' - -- LO V- M J W z CENTERLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH C1 02'59'44' 13.97' 534.35' 27.94' © 04'03'02" 18.90' 534.35' 37.78' © 07'02'45" 33.17' 538.74 66.26 NOTES: O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. J rn Z 00 Z J Z J N LO cn 3 = 117 O Q ca O � tfj � M LJ� O C 7 ti O W J a0 o NO cu � Z r7 PO w m CS cti Cn V) m W N co t 2 + _ _ LO ro to co + r7 + M rl- �1 2 � N m co ^ L� %np M PARK SITE R/W TRAfT BOUNDARY i _ o N ,0 $ 16 s16k,� FL 17 `lk � 02 Al . 9 18 No 0 A6 N 00.35'19" E N 00'35'19" 00 Lc) _ 47 _ _ -15 5 w © 0 635W4 13 - -- ^ +" ��°A� 14 '14-'.23.96 o` 635X= (DO O w R/W L oo �) N �, o °' 10 20 20 10 LO 00 00 I coo CD ° cp ca c0 c8 co M 1QLI 20' 20 10 d w 'L�3'� M J J SEE SHEET 3 J J SEE SHEET 4 z , U M ¢ �° � �_ Wiz"' m w m � w m w CD w w m w o Z� O L rn U F- 00 w W r\ W 1� O Z w °� omo� `-j w �� C 3r)°o U O ,« °° J `" NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ffcCI.IYT0C.ff ROA-D PHASES ONE & TWO 12 13 14 15 16 17 18 J Li Z • liL i N - - - - --- ° co _ J O Z - - - - - -- - --m W LLJ N - c� n - - -- - Cn _ �S cri Lry CL LL- o 1 -- - - r7 r 0 ca u- } ¢ o p m ck�o m o ri V W CL- cn F N z L, _ Ln LLJ 18kk1 p1 O O C/-) -f - �zQ �U� - Q w M Z N J O YJ �- m C,: °z F- m U F r` ° /gOFESSI�4�1 w No. 35473 `y 9/30/15 T IVI OF L1�o��~Q CAL FLOWLINE CURVE DATA NUMBER ANGLE TANGENT RADIUS LENGTH 1 90'20'58° 20.12' 20.00' 31.54 2 89.39'02' 19.88' 20.00' 31.29 3 90.20'27' 20.12' 20.00' 31.53 4 82.36'48' 17.57' 20.00' 28.84 5 90'20'27" 20.12' 20.00' 31.53 6 89'39'33' 19.88' - 20.00' 31.30 7 07'07'49" 32.17' 516.35' 64.26 $ 07'02'45' 34.28' 556.74' 68.46 1 19 N cC AD - - -- u- L1` I s - _ _ ¢ ¢- -- - - - - m - - -- - - - _ _ - - - -- _-- --n- -- -- - oo F- - LJ� I U W W V LLJ - rn Mw - Q W m L0 ^ � _ + Co CD +.< - - - �_+ - - -_ - - - --a - - +0.209 -- so.o2 goo. 68.46' 54.44' I -- -- - - - - -- - -}' - -- ON CURVE }- w ~ N z ��DLn O cn z<C - -� cl- - - - - - ROBERT E. SMITH RCE 35473 7<A -7a 31 'RECORD DRAWING" CORRECTIONS ®Y: DATE -� L EMEND DATE 0 STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LIGHT - 22000 LED PER CO STD ST -14 STD, STREET NAME SIGN (METROS PER CO STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATIEN PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 -�- TRAFFIC CONTROL SIGN - AS NOTED X PT, RADIAL TO CENTERLINE STA, - AS NOTED -0-- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 ::I- STD, OUTLET STRUCTURE PER COB STD D -11 STD. DRAINAGE BASIN PER COB STD D -11 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. 1349 i 347 346 345 344 - Q.202% -- - 177.84' - -- LO V- M J W z CENTERLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH C1 02'59'44' 13.97' 534.35' 27.94' © 04'03'02" 18.90' 534.35' 37.78' © 07'02'45" 33.17' 538.74 66.26 NOTES: O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. J rn Z 00 Z J Z J N LO cn 3 = 117 O Q ca O � tfj � M LJ� O C 7 ti O W J a0 o NO cu � Z r7 PO w m CS cti Cn V) m W N co t 2 + _ _ LO ro to co + r7 + M rl- �1 2 � N m co ^ L� %np M PARK SITE R/W TRAfT BOUNDARY i _ o N ,0 $ 16 s16k,� FL 17 `lk � 02 Al . 9 18 No 0 A6 N 00.35'19" E N 00'35'19" 00 Lc) _ 47 _ _ -15 5 w © 0 635W4 13 - -- ^ +" ��°A� 14 '14-'.23.96 o` 635X= (DO O w R/W L oo �) N �, o °' 10 20 20 10 LO 00 00 I coo CD ° cp ca c0 c8 co M 1QLI 20' 20 10 d w 'L�3'� M J J SEE SHEET 3 J J SEE SHEET 4 z , U M ¢ �° � �_ Wiz"' m w m � w m w CD w w m w o Z� O L rn U F- 00 w W r\ W 1� O Z w °� omo� `-j w �� C 3r)°o U O ,« °° J `" NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ffcCI.IYT0C.ff ROA-D PHASES ONE & TWO 12 13 14 15 16 17 18 J Li Z • liL i N - - - - --- ° co _ J O Z - - - - - -- - --m W LLJ N - c� n - - -- - Cn _ �S cri Lry CL LL- o 1 -- - - r7 r 0 ca u- } ¢ o p m ck�o m o ri V W CL- cn F N z L, _ Ln LLJ 18kk1 p1 O O C/-) -f - �zQ �U� - Q w M Z N J O YJ �- m C,: °z F- m U F r` ° /gOFESSI�4�1 w No. 35473 `y 9/30/15 T IVI OF L1�o��~Q CAL FLOWLINE CURVE DATA NUMBER ANGLE TANGENT RADIUS LENGTH 1 90'20'58° 20.12' 20.00' 31.54 2 89.39'02' 19.88' 20.00' 31.29 3 90.20'27' 20.12' 20.00' 31.53 4 82.36'48' 17.57' 20.00' 28.84 5 90'20'27" 20.12' 20.00' 31.53 6 89'39'33' 19.88' - 20.00' 31.30 7 07'07'49" 32.17' 516.35' 64.26 $ 07'02'45' 34.28' 556.74' 68.46 1 19 N cC AD - - -- u- L1` I s - _ _ ¢ ¢- -- - - - - m - - -- - - - _ _ - - - -- _-- --n- -- -- - oo F- - LJ� I U W W V LLJ - rn Mw - Q W m L0 ^ � _ + Co CD +.< - - - �_+ - - -_ - - - --a - - +0.209 -- so.o2 goo. 68.46' 54.44' I -- -- - - - - -- - -}' - -- ON CURVE }- w ~ N z ��DLn O cn z<C - -� cl- - - - - - ROBERT E. SMITH RCE 35473 7<A -7a 31 'RECORD DRAWING" CORRECTIONS ®Y: DATE -� L EMEND DATE 0 STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LIGHT - 22000 LED PER CO STD ST -14 STD, STREET NAME SIGN (METROS PER CO STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATIEN PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 -�- TRAFFIC CONTROL SIGN - AS NOTED X PT, RADIAL TO CENTERLINE STA, - AS NOTED -0-- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 ::I- STD, OUTLET STRUCTURE PER COB STD D -11 STD. DRAINAGE BASIN PER COB STD D -11 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. NOTES: O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. J rn Z 00 Z J Z J N LO cn 3 = 117 O Q ca O � tfj � M LJ� O C 7 ti O W J a0 o NO cu � Z r7 PO w m CS cti Cn V) m W N co t 2 + _ _ LO ro to co + r7 + M rl- �1 2 � N m co ^ L� %np M PARK SITE R/W TRAfT BOUNDARY i _ o N ,0 $ 16 s16k,� FL 17 `lk � 02 Al . 9 18 No 0 A6 N 00.35'19" E N 00'35'19" 00 Lc) _ 47 _ _ -15 5 w © 0 635W4 13 - -- ^ +" ��°A� 14 '14-'.23.96 o` 635X= (DO O w R/W L oo �) N �, o °' 10 20 20 10 LO 00 00 I coo CD ° cp ca c0 c8 co M 1QLI 20' 20 10 d w 'L�3'� M J J SEE SHEET 3 J J SEE SHEET 4 z , U M ¢ �° � �_ Wiz"' m w m � w m w CD w w m w o Z� O L rn U F- 00 w W r\ W 1� O Z w °� omo� `-j w �� C 3r)°o U O ,« °° J `" NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ffcCI.IYT0C.ff ROA-D PHASES ONE & TWO 12 13 14 15 16 17 18 J Li Z • liL i N - - - - --- ° co _ J O Z - - - - - -- - --m W LLJ N - c� n - - -- - Cn _ �S cri Lry CL LL- o 1 -- - - r7 r 0 ca u- } ¢ o p m ck�o m o ri V W CL- cn F N z L, _ Ln LLJ 18kk1 p1 O O C/-) -f - �zQ �U� - Q w M Z N J O YJ �- m C,: °z F- m U F r` ° /gOFESSI�4�1 w No. 35473 `y 9/30/15 T IVI OF L1�o��~Q CAL FLOWLINE CURVE DATA NUMBER ANGLE TANGENT RADIUS LENGTH 1 90'20'58° 20.12' 20.00' 31.54 2 89.39'02' 19.88' 20.00' 31.29 3 90.20'27' 20.12' 20.00' 31.53 4 82.36'48' 17.57' 20.00' 28.84 5 90'20'27" 20.12' 20.00' 31.53 6 89'39'33' 19.88' - 20.00' 31.30 7 07'07'49" 32.17' 516.35' 64.26 $ 07'02'45' 34.28' 556.74' 68.46 1 19 N cC AD - - -- u- L1` I s - _ _ ¢ ¢- -- - - - - m - - -- - - - _ _ - - - -- _-- --n- -- -- - oo F- - LJ� I U W W V LLJ - rn Mw - Q W m L0 ^ � _ + Co CD +.< - - - �_+ - - -_ - - - --a - - +0.209 -- so.o2 goo. 68.46' 54.44' I -- -- - - - - -- - -}' - -- ON CURVE }- w ~ N z ��DLn O cn z<C - -� cl- - - - - - ROBERT E. SMITH RCE 35473 7<A -7a 31 'RECORD DRAWING" CORRECTIONS ®Y: DATE -� L EMEND DATE 0 STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LIGHT - 22000 LED PER CO STD ST -14 STD, STREET NAME SIGN (METROS PER CO STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATIEN PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 -�- TRAFFIC CONTROL SIGN - AS NOTED X PT, RADIAL TO CENTERLINE STA, - AS NOTED -0-- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 ::I- STD, OUTLET STRUCTURE PER COB STD D -11 STD. DRAINAGE BASIN PER COB STD D -11 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. /gOFESSI�4�1 w No. 35473 `y 9/30/15 T IVI OF L1�o��~Q CAL FLOWLINE CURVE DATA NUMBER ANGLE TANGENT RADIUS LENGTH 1 90'20'58° 20.12' 20.00' 31.54 2 89.39'02' 19.88' 20.00' 31.29 3 90.20'27' 20.12' 20.00' 31.53 4 82.36'48' 17.57' 20.00' 28.84 5 90'20'27" 20.12' 20.00' 31.53 6 89'39'33' 19.88' - 20.00' 31.30 7 07'07'49" 32.17' 516.35' 64.26 $ 07'02'45' 34.28' 556.74' 68.46 1 19 N cC AD - - -- u- L1` I s - _ _ ¢ ¢- -- - - - - m - - -- - - - _ _ - - - -- _-- --n- -- -- - oo F- - LJ� I U W W V LLJ - rn Mw - Q W m L0 ^ � _ + Co CD +.< - - - �_+ - - -_ - - - --a - - +0.209 -- so.o2 goo. 68.46' 54.44' I -- -- - - - - -- - -}' - -- ON CURVE }- w ~ N z ��DLn O cn z<C - -� cl- - - - - - ROBERT E. SMITH RCE 35473 7<A -7a 31 'RECORD DRAWING" CORRECTIONS ®Y: DATE -� L EMEND DATE 0 STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LIGHT - 22000 LED PER CO STD ST -14 STD, STREET NAME SIGN (METROS PER CO STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATIEN PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 -�- TRAFFIC CONTROL SIGN - AS NOTED X PT, RADIAL TO CENTERLINE STA, - AS NOTED -0-- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 ::I- STD, OUTLET STRUCTURE PER COB STD D -11 STD. DRAINAGE BASIN PER COB STD D -11 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. 19 N cC AD - - -- u- L1` I s - _ _ ¢ ¢- -- - - - - m - - -- - - - _ _ - - - -- _-- --n- -- -- - oo F- - LJ� I U W W V LLJ - rn Mw - Q W m L0 ^ � _ + Co CD +.< - - - �_+ - - -_ - - - --a - - +0.209 -- so.o2 goo. 68.46' 54.44' I -- -- - - - - -- - -}' - -- ON CURVE }- w ~ N z ��DLn O cn z<C - -� cl- - - - - - ROBERT E. SMITH RCE 35473 7<A -7a 31 'RECORD DRAWING" CORRECTIONS ®Y: DATE -� L EMEND DATE 0 STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LIGHT - 22000 LED PER CO STD ST -14 STD, STREET NAME SIGN (METROS PER CO STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATIEN PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 -�- TRAFFIC CONTROL SIGN - AS NOTED X PT, RADIAL TO CENTERLINE STA, - AS NOTED -0-- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 ::I- STD, OUTLET STRUCTURE PER COB STD D -11 STD. DRAINAGE BASIN PER COB STD D -11 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. w ~ N z ��DLn O cn z<C - -� cl- - - - - - ROBERT E. SMITH RCE 35473 7<A -7a 31 'RECORD DRAWING" CORRECTIONS ®Y: DATE -� L EMEND DATE 0 STD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 o STD. STREET LIGHT - 22000 LED PER CO STD ST -14 STD, STREET NAME SIGN (METROS PER CO STD T -1 + STD, CITY STREET NAME SIGN PER COB STD T -1 1 STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATIEN PER STD A -88A f DRIVEWAY PER COB STD ST -4 AND T -12 -�- TRAFFIC CONTROL SIGN - AS NOTED X PT, RADIAL TO CENTERLINE STA, - AS NOTED -0-- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 0- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 ::I- STD, OUTLET STRUCTURE PER COB STD D -11 STD. DRAINAGE BASIN PER COB STD D -11 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. 348 ._34Z_ I M N M - o �I w r W _ W Jr I X. GROUN � r -- I - a -- -�`" °Ip i - - -- - - - - z L0 oo Co Q - -- eat - - -- t Lr) "� m -"�- - - - -- zy-- -- _ w 95 LL- S tL� J_ _tf)- - - - - - - - - -; - -- o J - -- - -- N -- r - - - -� -- - - -Li _ M: -J V H C O LLJ Lri - - - - - + J 00 U U U 00 W ^ O - - J - - . 0_ - + +s+ -- -- -- Z J M In Lo W m W -. U. - -- - fi3 -- -- - -M-�--- - --- -- n - - -'� - -0- -- o m m I •x + z Q W m J M O U I U J U 00 - - -w - - �- - - O Lcl.-- U - M -- N O M ^ -- EX. -- - - �- F- - m o`°o a°o v Z C� I + N uoi � i +0.209% U a ci LL - - (m M ri, °�' W co M w m + i 5 �G 180.29' I - -- - o -- ^ +- M - -0592-% -- +0.205% - - +� 53� + 3- 3 I 0 W cy- Y tL tL - CL }�� 64.04' 54.44 0 C. _ o=- - - LL- 28.84'- 1__ ,� ``_' +0.70376 +0.204 oc_ O.C. l0 7666 ON CURVE I I� -- - - -- - -- 31. 205.75' I J _ I -- -- - - - -- - L0 -- W - A TAVE f M3 i,r W CN C:� -� hTech - - - -� - #a - - -I�JI ��¢ - - - -723 �- -` rf lam- PAW Q oQ - - McCUNTOCK ROAD SHEET 6 OF 7 SHEETS Weed 346 345 �.. FL 0 WLINE CURVE DA TA NUMBER ANGLE RADIUS LENGTH TANGENT 1 12'2743' 516.00' 113.73' 57.10' 2 9423'38" 20.00' 32.95' 21.60' 3 94'23'38" 20.00' 32.95' 21.60' 4 14'43'51" 516.00' 132.66' 66.70' 5 36'08'50' 1 556.00' 350.77' 1 181.45' SCALE: H ORI Z. 1 " = 50' VER T. 1 to = 2' Q c� z Q 0 Th' /Mp'�0 \T a ls o �ASc� 3�?j p`E I� 0 12 \ Q �: OQ *13 +35. <+ X � �2 sec SyfET s �� 36 _�o RiW 2 W J� c; v 22 G( Rlw �4� �� �� RF \Y *15 +15.60 1. h E FL 5 _ p No T CENTERLINE CURVE DATA CURVE DEL. TA RADIUS LENGTH TANGENT 0 17°01'21 z 159.24' 80.21' ® C) 536.00' 178.91' 90.30' � U C _ LL- X 68 o i- Th' /Mp'�0 \T a ls o �ASc� 3�?j p`E I� 0 12 \ Q �: OQ *13 +35. <+ X � �2 sec SyfET s �� 36 _�o RiW 2 W J� c; v 22 G( Rlw �4� �� �� RF \Y *15 +15.60 1. h E FL 5 _ p No T CENTERLINE CURVE DATA CURVE DEL. TA RADIUS LENGTH TANGENT C1 17°01'21 536.00' 159.24' 80.21' ® 19'07'29' 536.00' 178.91' 90.30' NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. S TPA frHO USE TPA Il i PHASE TYO 13 _r LAMP_R O VEMEKS- - NOTES: UINJ J IALL ITtt III UAKMAUt rLK I.ALIKAN JIANUAKU PLAN A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. --- - - - - -- �4sF 4,?�J p� CONST. TYPE '8" CURB & GUTTER 'f uTURE O 3 iml 15 WITH 4.5 COMB. SIDEWALK - TYP. R/W ^ M J J L.� W r W Z m C ^ mm 350 349 348 347. co rn M � Q Q Z m z � WC/•�D� �+ W � + � U C _ LL- X W o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 o ' 2 0 46 4 , Ai .17 CD 9,3 N " '' af Q --- - - - - -- �4sF 4,?�J p� CONST. TYPE '8" CURB & GUTTER 'f uTURE O 3 iml 15 WITH 4.5 COMB. SIDEWALK - TYP. R/W ^ M J J L.� W r W Z m C ^ mm 350 349 348 347. ED w �� Q � TRACT No. PHASE - 723.1 3 + - - -- - -�-- �- �+ M- -< - CD m t � co r7 Q O U Ln N C _ LL- X W o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 m ° 2 (T3 BE C17NST, OR EXISTS AS ZTED) -v -, - STD, STREET LIGHT - 9500 LED PER COB STD ST -14 " '' af Q STD , STREET L15HT - 22000 LED PER C0 ETD ST-14 STD, STREET LIGHT - 22000 LED PER COB STD ST -14 _ 15 15 (_0 co 1.1 --n + - STD, STREET NAME SIGN (METRO) PER COB STD T -1 = w d z cn ~ CE w3 - i - �x - - —v _ 17.71' fl STD, CITY STREET NAME SIGN PER COB STD T -1 > ° w 102.90' - — Q 1� STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND ti 1 — — -- CAL TRANS SPECIFICATION PER STD A -88A E Mt7= � DRIVEWAY PER COB STD ST -4 AND T -12 a- r cl- _ K Ln - -� -_ -- - - -- r - o-r m -- t LJi U X PT RADIAL T3 CENTERLINE STA, - AS NOTED � f TYP, SEVER MAIN & MANHOLE TYPE 'A' PER CB STD S61-4 X L' � 'T TYR TYPE 'A' CATCH BASIN PER COB STD -14 _ 32 RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 c5,-- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 :--1— STD OUTLET STRUCTURE PER COB STD D -11 W _} - 0.202% 11 ON CURVE to -- - .. 1344 350 1347- 1344 I f O.C. jr- cn 62= - -- -0217% - - -- 350,77' r7ilzi TA ur ON CURVE , L - FAT\ IMPROVEMENTS P b1__'7 273 17 4gOFESSiOAIf f�� ��c3 w No. 35473 m 9/30/15 O�I V I tiI�0�1�~� CAL ROBERT E. SMITH RCE 35473 1 7 ,43 "RECORD DRAWING" CORRECTIONS ®Y. DATE DATE UD ED w �� Q � LEGEND N m 1 co r7 Q O U Ln N C _ LL- X W o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 m ° 2 (T3 BE C17NST, OR EXISTS AS ZTED) w o STD, STREET LIGHT - 9500 LED PER COB STD ST -14 -- '' af Q STD , STREET L15HT - 22000 LED PER C0 ETD ST-14 STD, STREET LIGHT - 22000 LED PER COB STD ST -14 — 15 15 (_0 co 1.1 --n + - STD, STREET NAME SIGN (METRO) PER COB STD T -1 = w d z cn ~ CE w3 co co - �x - - —v _ 17.71' fl STD, CITY STREET NAME SIGN PER COB STD T -1 > ° w 102.90' - — Q 1� STD, WHEEL CHAIR RAMP PER COB STD ST -19 AND ti 1 — — -- CAL TRANS SPECIFICATION PER STD A -88A E Mt7= � DRIVEWAY PER COB STD ST -4 AND T -12 a- r cl- _ K Ln Ix i TRAFFIC CONTROL SIGN - AS NOTED X PT RADIAL T3 CENTERLINE STA, - AS NOTED � f TYP, SEVER MAIN & MANHOLE TYPE 'A' PER CB STD S61-4 X L' � 'T TYR TYPE 'A' CATCH BASIN PER COB STD -14 -� RCP V /RGJ CL III & MANHOLE TYPE 'A' PER COB STD SV -4 c5,-- TYP SEVER MAIN & CLEANOUT PER COB STD SV -6 :--1— STD OUTLET STRUCTURE PER COB STD D -11 W STD DRAINAGE BASIN PER COB STD D -11 -- ED LA- Z co m 1 co r7 Q O U ca N C _ LL- X W Q M Q� W 2 W m U U j m L0 LL- -I (/7 -- ^ Q af Q — d-- C-3 - �— z ,s ~ CE w3 co co - �x - - —v _ 17.71' fl > ° w 102.90' _� to 1 .72' -- - i 102.90' �— Q — — -- nijl) Q::�zQ r cl- _ cn - w M ED LA- Z m 1 M W N LL- -I -- ^ Q af Q - - -02622 to ^ ~ CE w3 -�- ' — - �x - - —v _ 17.71' fl > ° w 102.90' _� to Q::�zQ r cl- _ z cn W 350 1 r� • - - -t 346_. 3 350 SHEET 7I OF 7 SHE�TS