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HomeMy WebLinkAbout1.1-6448 Unit 10A.C. PAVING TESTING NOTES: 0 SP7 -39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE 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. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39- 2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE' OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39- 2.012, "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 DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39- -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 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. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% 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 CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 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 GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE 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 BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING 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 DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER S'SUBDIVI DER /CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. STANDARD NOTES 1= I TEE 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: KERN COUNTY CALIFORNIA ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 ST -11, ST -13, ST -14, ST -19, D -14, D -169 T -1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: REVISED STREET CONSTRUCTION PLANS 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.. FCC O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 5TH SUBSTANTIAL CONF.ORMANCE BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED OO EXISTING � 5. _' INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -t INSTALL METRO SIZE STREET NAME SIGNS PER C.Q.B. STD. T -t -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S. V. ON 16' POST TOP PER DETAIL HEREON. -E�) - INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S. V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600. 12. WARNING /REGULATORY SIGNS: 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. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ( "GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 16 ANY TRENCHING TO BE CONDUCTED SHALL. BE BACKFILLED &COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326 -2049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP R COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. VICINITY MAP. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. UNIT UNIT 10 LEGEND: TONS THE LORDS AVENUE CL. II AGG. BASE ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 FL 4 CURB AND GUTTER CHAPARRAL ANON DRIVE STRE R CENTERLINE BVC BEGIN VERTICAL CURVE SQFT " CA " - END "R5 -1 - Da NOT ENTER W31 � � ELEV AVENUE HARVEST DRIVE NNYBANK AVENUC "W14-l" MR2�(CA }" - NO PARKING " " -DEAD END BCR AVENUE STANDARD STREET NAME SIGNS "R3 -5R" -RIGHT TURN ONLY 4 -� - NO OUTLET ECR bi EA. "� "R4 -7" - KEEP RIGHT -7s, - DOUBLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 3 „W1 "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW EC w w t- JOHNSON ROAD "W3 -3" - SIGNAL AHEAD "W1 4" - CURVE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT w Z Q p OF VERTICAL CURVE FC FINISH CONCRETE 0 P.O.C. LACK HAWK > m in CONSTRUCT CATCH BASIN TYPE "A" PA AVENUE <T1 ATA AVENUE PER C.O.B. STD. D -14. E.P. W EXISTING CATCH BASIN EX. EXISTING C/G CURB AND GUTTER _ i- EXISTING STORM DRAIN LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. w W i. ?R EXISTING SURVEY MONUMENT -.r�v_ - ��`- ``�� ~- EXISTING SEWER LINE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. STQCKDALE HWY EXISTING STORM DRAIN MANHOLE OD oz �Lj Or J ��OT SITE VICINITY MAP. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. UNIT UNIT 10 LEGEND: TONS LEGEND CNT. CL. II AGG. BASE ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 FL FLOWLINE POVC POINT ON VERTICAL CURVE CURB AND GUTTER -1 , - STOP "S5_2" - END SCHOOL ZONE Rf -1„ - ONE WAY CL CENTERLINE BVC BEGIN VERTICAL CURVE SQFT " CA " - END "R5 -1 - Da NOT ENTER W31 � � ELEV ELEVATION EVC END VERTICAL CURVE 8453 "W14-l" MR2�(CA }" - NO PARKING " " -DEAD END BCR BEGIN CURB RETURN PI POINT OF INTERSECTION STANDARD STREET NAME SIGNS "R3 -5R" -RIGHT TURN ONLY 4 -� - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE EA. "� "R4 -7" - KEEP RIGHT -7s, - DOUBLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 3 „W1 "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3 -3" - SIGNAL AHEAD "W1 4" - CURVE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D NEW STORM DRAIN LINE - REFER TO SEWER OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLANS P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE "A" PA PROPERTY LINE R/W RIGHT -OF -WAY PER C.O.B. STD. D -14. E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN EX. EXISTING C/G CURB AND GUTTER � W EXISTING STORM DRAIN LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. i. ?R EXISTING SURVEY MONUMENT -.r�v_ - ��`- ``�� ~- EXISTING SEWER LINE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. EXISTING STORM DRAIN MANHOLE s`E EXISTING SEWER MANHOLE EXISTING STREET NAME SIGN` EXISTING SEINER CLEANOUT - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. 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I i t4CT, Nal I ii P 157H ITA� UNIT E a . 11 � 2 if L.S. 22 � o N 12 :� LOT , � �t ^.2 'T RA a q -- __ 0 IPACT 64 i t I Lei INE RI 'i 1 i 20, u 3 :J � !� 3 8 � � 24 f t �. 1. � 1 2 0 f j S 7 16 Y a,J 3 4 L LOT KEY MAP SCALE: 1"'=200' DENOTES SHEET NUMBER FOR STREET CROSS VALLEY CANAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1� FLOWLINE STATION -SEE TABLE � - PIPE SIZE 8'S- U11LITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER _2 sriEEr WHERE sEcnoN is swowN LIST OF MATERIALS. ITEM UNIT UNIT 10 A.G. PAVING TONS 571 CL. II AGG. BASE CUYD 583 SUBGRADE PREPARATION CUYD 729 CURB AND GUTTER LF 2570 DRIVEWAYS SQFT 8896 SIDEWALK SQFT 8453 HANDICAP RAMPS EA 14 STANDARD STREET NAME SIGNS EA. 9 5800 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. 3 SAW CUT LF 90 LOCAL STREET q LENGTH LF 1 1365 TYPICAL CATCH. BASIN LOCATION AT CURB RETURN N.T.S. 12" WIDE GROOVED BENCHMARK: BORDER CENTERLINE INTERSECTION OF SOUTHMRENF�ROARO DE S /OF�'4( PLANTER AND CULIACAN AVENUE. k ELEVATION = 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 INDEX. OF SHEETS. SHEET TI€ 1. TITLE SHEET 2, CONEFLOWER DRIVE 30 CHECKERBLOOM DRIVE 4. WHITE ALDER AVENUE 5. FAWN LILY LANE, DETAILS & X- SECTIONS. PLANTER \\; AREA \ RETAININ� CURB TRUNCATED �& 0 A} F to w 0 0 � D U C Q g 1�( 6" CONC. CURB DOMES � �- 6" CONC. CURB HANDICAP RAMP DETAIL "A" PER CALTRANS STD. PLANS A88A CASE F N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT, THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. EXP. 6 -30 -14 13 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -1AS REVIEWED BY: Z ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: 12*!""' � �- -. �/If ll�t TRAFFIC ENGINEER It Call: Td11 FREE 1- 800 -2Z7 -2600 T , A ►sr nMO QArs YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA d a m c / _: a 0- LLJ d a m LLI za O � W w:3= c w O w LLj } W LLI _~�_~________ .�_�______`_� ^� [^ ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� �'�! ` R1-1 ��� -----o- ���� ���� -----'o- ____'=_ _ _. " . FURw�H ��ST�l TRAFRC 3�N3 P[R C��. STD ��� ��-�^ - 3T0P ^ �5-2- - END SCHO0L Z0NE ��-1 -ONEY�Y , ^R5-1^ - D0 NOTEN�R ^�3��A� - BVD ^ 'Vm�-l' DEAD [ND R�8K�) - N0 PA�MNC , ,- ^ ^ wn^ 3 NO0U��T R3-�� - ��HT TURN 0NLY , -, - ^R4-7^ - KEEP R|CmT ,Vm-7, - OUU8LE ARR0N ^R81(CA)^ - �KE LAN[ ,mM-8, - �NQLE ARR0� ^��-J^ - �GNAL AHE�D Mn-1 - CURVE ARRO� ------- NE� 3TDR� DR/UN UNE - REF[R TO 8EV�R AND 8TDH� ORA|N PLAN8 CUN3TRUCTC�TCH Bm�N TYPE ^�^ PER C0.B. �TD. D-1� E�8�NQ C�TCH BAS|w ------- EX|S�N� STUR�DRA|N uNE ------- EX|S�N��Ev�RUNE ��S�NC STOR� DR/UN WANM0LE E�S�NQ SEV�R �ANH0LE EX|S�N� SEV�R CLEANOUT ~��" � � ����� ���"�� ����` TRACT B0UNDARY ����~~=�������=����PMASEB0UNDARY ��NSTRUCT 1� B0TT0� �DTH DRN��AY�/3 �N�3 ����� P[R CU.Ei �TO. 3T-� � N �0NSTRV[J�� B0TTO� �DTH 0�VEV�Y�/3 VNN�S N |� pER [��B. �TD. 8T-� ' ( 1 ) CURVE NU�BER F0R CURVE DE��|P�0N /�\ \�/ |T[� 0F VN�K - S[E SCHEDULE �� FL0V��[ STA�Dm - SEE l�BLE /_--P1PE�ZE �^�--U�UTY �=SEV�R D�ORA|N ��now�ru� � N� "�-------- s*ccrwm�� �rnow /u s*uww--^ -- 8x QUTTER PER (�{lEL STD �T-1 /�(���U��5'��O�D����������B8���� \�/ . <� ��|� �D ���1 - � ��D��E (��!TPi� ��� /�_\ . \� ��T�8�� E.P. 1 �� � �0��BY����NBR. ��� /� |N8T� �� U| ��|�� P� ��AN� S��O�D P�� \�/� A7JC VNTH �-31 3|�N VNTH 0W4-J �ARKER AT PHASE BOUNDARY OF TRACT |F ADJACENT PHA�E |S NOT CONSTRUCTEO AT THE S��E ll�E. RE�OVE AND SALVA�E S|�N VNTH CONSTRUCTlON OF AOJA�ENT PHA�E. BAR�(CADE |S TO �O FRO� FLON0NE TO FLO�UNE. /� \ RE�OVE ANO SALVA�E BARR|CADE S|�N VNTH CON�TRUC�ON OF ��� ADJACENT PHASE. ��� \ � / TYP|CAL POP-UUT - �EE OETA|L ON SHEET �. `-' /�\ \�/ TYP|CAL CORN�R - SEE OETA�L ON 3HEET �. ,_� /�� CONSTRUCT HANO|CAP R��P PER CALTRAN� STO D�� A88� \�/ "" `-' ��3E F �EE HANO|CAP RA�P OETA|L A ON SHEET 1. /�I ADJU8T EX|��NC S[�ER �ANH |LE` STOR� DRA|N \n�/ - `-' �ANHDLE ANO �E�ER CLEANOUT TO NEVV F|N|3HED PAVE�ENT �RAOE /��. . \� (���CT�O ���T�E��� �� ��� ��C � (�D�0R�Y �D (��� �|� �� C�B. S�. ��3. /�� CDN�TRUCTHANO|C�P PA3S|N��AREA PER OE��L ��� ��� ��� ��� ����� =` ��� ��� ��� ��� ��� -���� ��.'- ��� ��� ��� N�7� 1. ��� 8���R PLANS ��� S��ER UNE �T��� �RA|N UN� AN� ��TA|L�. � 0C� ��B� - P���T 0 BE O.� ��E �" �C. �� �� A�. B/� SH{� � |N0��� ��BT�(� ����S AND �� O.�' {�P��� O.�. 0 BE (�P��� � 05� RBAD� DENSJTY PBR C.O.B. STD. 8T-g. �. ALL CATCH BA�|N3 TO BE TYPE ^A^ VNTH J.�' OPEN|N�S PE� C.D.B. �TD. O-14^ UNLES� NDTEO DTHERVN��. 4. AOJU�T EX|��N� SE�ER �ANHOLE�, STOR� ORA|N �ANHOLES AND /, ~_ y' �/�� [� ��� 8�]��l8IU�� FL FL0�L�E pOVC P0NT ON VER�CAL CUR\� CL CENTERUNE BV� BEGN VER�CAL CURvE ELEV ELEV��ON EVC END VERT�AL CURVE BCR BEQ� CURB �ETURN � P0NT 0F |NTERSEC�8w ECR ENO CURB RETURN PRC P0NTOFREvERSE CURVATURE BC BE��N CURVE pCC P0NTOFCO�POUND CURVATURE EC END CURVE TC TOP OF CURB p|VC P0NT0F |NTER�EC�ON Tp TDP OF P�VE�ENT OF V�R�C�L CURVE FC RN|SH CONCRETE P.O.C. P0NT ON CURVE TO.W. T0P OF �AwHOLE P/L PROPERTYUNE R/� R|0MT-0E-��Y [.P. EDCE UF PAvE�ENT S.D.�. STUR� OR�N �xNHOLE EX. E�S�w� C/� OURB AND QU��R �� FURN|�H � |NSD\LL �URVEY�0NU�ENT PER C.0.8. STD. ST-13. �� EX|S�N�SURV[Y�0NUWENT 1 -�~- FURw|3H � |NST�LL �T�EET�QN PER CU.B. 8TO. T-1. -�- / EX|8�NQ �TREET NA�E S|�N -,-� FURN|8H � |wSTALL 3TREET UQHT-580O LUWEN PER C.U.B. 8TANDARD OR APPROVED E0UAL. -+�~ FURN|8H � |N8TALL 8TREETU�HT-g5UO LU�EN PER C.0.B. 3TD. ST-1� R1-1 ��� -----o- ���� ���� -----'o- ____'=_ _ _. " . FURw�H ��ST�l TRAFRC 3�N3 P[R C��. STD ��� ��-�^ - 3T0P ^ �5-2- - END SCHO0L Z0NE ��-1 -ONEY�Y , ^R5-1^ - D0 NOTEN�R ^�3��A� - BVD ^ 'Vm�-l' DEAD [ND R�8K�) - N0 PA�MNC , ,- ^ ^ wn^ 3 NO0U��T R3-�� - ��HT TURN 0NLY , -, - ^R4-7^ - KEEP R|CmT ,Vm-7, - OUU8LE ARR0N ^R81(CA)^ - �KE LAN[ ,mM-8, - �NQLE ARR0� ^��-J^ - �GNAL AHE�D Mn-1 - CURVE ARRO� ------- NE� 3TDR� DR/UN UNE - REF[R TO 8EV�R AND 8TDH� ORA|N PLAN8 CUN3TRUCTC�TCH Bm�N TYPE ^�^ PER C0.B. �TD. D-1� E�8�NQ C�TCH BAS|w ------- EX|S�N� STUR�DRA|N uNE ------- EX|S�N��Ev�RUNE ��S�NC STOR� DR/UN WANM0LE E�S�NQ SEV�R �ANH0LE EX|S�N� SEV�R CLEANOUT ~��" � � ����� ���"�� ����` TRACT B0UNDARY ����~~=�������=����PMASEB0UNDARY ��NSTRUCT 1� B0TT0� �DTH DRN��AY�/3 �N�3 ����� P[R CU.Ei �TO. 3T-� � N �0NSTRV[J�� B0TTO� �DTH 0�VEV�Y�/3 VNN�S N |� pER [��B. �TD. 8T-� ' ( 1 ) CURVE NU�BER F0R CURVE DE��|P�0N /�\ \�/ |T[� 0F VN�K - S[E SCHEDULE �� FL0V��[ STA�Dm - SEE l�BLE /_--P1PE�ZE �^�--U�UTY �=SEV�R D�ORA|N ��now�ru� � N� "�-------- s*ccrwm�� �rnow /u s*uww--^ -- 8x QUTTER PER (�{lEL STD �T-1 /�(���U��5'��O�D����������B8���� \�/ . <� ��|� �D ���1 - � ��D��E (��!TPi� ��� /�_\ . \� ��T�8�� E.P. 1 �� � �0��BY����NBR. ��� /� |N8T� �� U| ��|�� P� ��AN� S��O�D P�� \�/� A7JC VNTH �-31 3|�N VNTH 0W4-J �ARKER AT PHASE BOUNDARY OF TRACT |F ADJACENT PHA�E |S NOT CONSTRUCTEO AT THE S��E ll�E. RE�OVE AND SALVA�E S|�N VNTH CONSTRUCTlON OF AOJA�ENT PHA�E. BAR�(CADE |S TO �O FRO� FLON0NE TO FLO�UNE. /� \ RE�OVE ANO SALVA�E BARR|CADE S|�N VNTH CON�TRUC�ON OF ��� ADJACENT PHASE. ��� \ � / TYP|CAL POP-UUT - �EE OETA|L ON SHEET �. `-' /�\ \�/ TYP|CAL CORN�R - SEE OETA�L ON 3HEET �. ,_� /�� CONSTRUCT HANO|CAP R��P PER CALTRAN� STO D�� A88� \�/ "" `-' ��3E F �EE HANO|CAP RA�P OETA|L A ON SHEET 1. /�I ADJU8T EX|��NC S[�ER �ANH |LE` STOR� DRA|N \n�/ - `-' �ANHDLE ANO �E�ER CLEANOUT TO NEVV F|N|3HED PAVE�ENT �RAOE /��. . \� (���CT�O ���T�E��� �� ��� ��C � (�D�0R�Y �D (��� �|� �� C�B. S�. ��3. /�� CDN�TRUCTHANO|C�P PA3S|N��AREA PER OE��L ��� ��� ��� ��� ����� =` ��� ��� ��� ��� ��� -���� ��.'- ��� ��� ��� N�7� 1. ��� 8���R PLANS ��� S��ER UNE �T��� �RA|N UN� AN� ��TA|L�. � 0C� ��B� - P���T 0 BE O.� ��E �" �C. �� �� A�. B/� SH{� � |N0��� ��BT�(� ����S AND �� O.�' {�P��� O.�. 0 BE (�P��� � 05� RBAD� DENSJTY PBR C.O.B. STD. 8T-g. �. ALL CATCH BA�|N3 TO BE TYPE ^A^ VNTH J.�' OPEN|N�S PE� C.D.B. �TD. O-14^ UNLES� NDTEO DTHERVN��. 4. AOJU�T EX|��N� SE�ER �ANHOLE�, STOR� ORA|N �ANHOLES AND /, ~_ y' �/�� [� ��� 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 348 346 U) LLj z 1 o----;, 12 WE AMER AVENUE qFF qHFFT 4 WITE ALDER AVENUE SEE SHEET 4 7tur, X I& X I L 7"lime, �64�. TRACT No. lti CH� CANDYTUFT WAY SEE PREVIOUSLY APPROVED STREET PLANS PER TR. 7202 30 1 30 1 7/ 18 18' 4 i i i _j Z_ LL_ 4 t LAJ r CN t u I ELE4T ru") It -CD + I -r- A A Z rn 12R A i -A -11 r) I\ i J, 1, 1 1 I ' I j i M c%j IV, r ZI P Lo L Lo Me, wm"mm son qmw ilm no- am-- uj zn i L am VERIFY T�EET SIGN ;ZZI CL INTERSECTION EX. E.P STA. 21+86.57, C.L. CHECKERBLOOM DR.= I q - _ 8"s STA. 15+60.67, C.L. PALE LILAC LN. EX, S —205.001— — ­559.89 14+00 15+00 E"x, "'�%I�JRB 8L' W-1 TER 16+00 17+00 18+00 19+00 20+00 1186.57' 21 ;00 _4 T" ��,.. ^..,. � � � � a.".. � "'�,°• --^ -- 7 - .:�,.,,.,... ..,._..,.�....�.�,y...,...,... ... y......--- "--- ......- w.:.....w.,._,,.,.n � ,...., .,,..- w- �..,,.4.,- w......._,._. ,.,,,w�.,, ....«.^.,,.w.......,>. .>..: ..W.»....,...R ..,..,... x.. .._.,«� � � � � � � it :z t INTERSECTIONS �� 3 P/L F uj STA. 14 21-68, C.L. CHECKS LOOM DR. Lu 11 .11 _04 ) :--- 1 . STA. 10+00.00, C.L. CANDYTUFT WAY F-: cif Im I I I '1 1 C) ix a_ W W CD -0 _j <; > C) Ui F_ C) Lo I­ Ir I I 1 0 C65 Lo uj C6 CL- I C) :z C) Cri K m CD A af i i 1130, 30 t W C-4 uj L I < cj gm(-D L.L_ to(j 04 M __j m 18 LjLj --gr_ CK:z C) F- 0.0: Z 0 W) F-- Cm r%- d 0 u GO Lci oi F- F- C-) 5z r-- 00 cn V) IN, D A :z Lij 5< z u L.Lj SKY LUPINE LANE PALE LILAC LANE A !­ ( -% r"� /I --')' i­, A —7 m C-1 =I. Ul (f) SEE PREVIOUSLY APPROVED Z11 'eN SEE PREVIOUSLY APPROVED o M c'n (n i v j /_1 1K STREET PLANS PER TR. 7202 STREET PLANS PER TR. 7202 CKERBLOOM DRIVE FA* 10+ CC. 0C C.L. -- STA* 13+75.90, C.L. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 11' = 5' VERTICAL 10' VERT CURVE NUIE!* KOUIUM UMALXNU HAb BEEN Ll 1364 Lai Lr' ----1,362 . . . . . ...................... W) cn 1 1 CN 00 La Lu it c 114 CN wi C-4 Lo L o Ln Lip cl - rn Ln Ld Ln t _u Cie — ------ 360 T' Cy LLJ p) t LLJ :> 7 LLI Ljj LjLj L J cy LLJ Lu _j < _j __j < W L.Lj Ld LAJ >- LL- LZ J.- Lij IAJ CN LLJ I rn co It Ln C.4 oi p :> C'� CN C) -9 c6 A F- LLJ F_ i pe) in + + wi LLJ C.0 t Q6 356 ---------- wi t- j F :z F- I LLJ >< uj ECISTING C(N TERLIN -3c < < uj U- S= F- j F- Lf) LJ U) M 0 V) cn a_ cn ! �j ..... _ - -4 --------- 4 ---------- --------- PF� NORTH FL T ---------- ------- POSED �WLINE --------- ---------- ---------- =40.25% 9 5 2 - - - - - - - - - - - - - - u.b T7o S=O S 11�� 4- NORTH FLOWLINE 1% EXISTING EXISTING% NORTH IFLOWLINEI EXISTING GROUND t 4__ 31 A --I I TERUNE-t- co N 2 A ELE 351./_131 B.C.R. STA. 13 §7.�21 ELEV. 352. ELEV. 3 1.18 cy cc t Lizi_� D "I L 346 A Awk .. A dft w 4 A 41 Ikk It Ali I 1 -13% 1 IWA AF■ i Ir I � c 364 362 360 358 356 354 352 350 .%011 10 11 12 13 14 15 16 17 18 19 20 21 22 364 362 360 358 356 354 352 350 348 346 N LEGEND C� N ( LEGEND (CONT.)..' CONSTRUCTION NOTES;. NOTES. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT AND CONNECT TO EXISTING 4.51 SIDEWALK ALONG 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. ABBREVIATIONS "R1-1" — STOP "S5-2" —END SCHOOL ZONE 1� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST-3. CENTERLINE PER C.O.B. STD. ST-4. 2. LOCAL STREETS — PAVEMENT TO BE 0.202 TYPE "B" A.C. OVER FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6 -1" — ONE WAY m CL BVC BEGIN VERTICAL CURVE "R5-1" — DO NOT ENTER -W31(CA)" — END CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 CONSTRUCT HANDICAP PASSING AREA PER DETAIL to " W14-1" DEAD END 12 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND ELEV ELEVATION EVC END VERTICAL CURVE R26(CA) NO PARKING "W14-2" NO OUTLET CONSTRUCT 26" BOTTOM WIDTH DRIVEWAY W/31 WINGS 4 ON SHEET 5. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3-5R" RIGHT TURN ONLY "Wl-791 DOUBLE ARROW N PER C.O.B. STD. ST-4. 3 FURNISH AND INSTALL 1 2" LANDSCAPE CONDUIT PIPE, OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" KEEP RIGHT DENSITY PER C.O.B. STD. ST-9. 8C BEGIN CURVE PCC POINT OF COMPOUND CURVATURE is R81(CA)" _BIKE LANE W1-6" SINGLE ARROW It EC END CURVE TC TOP OF CURB "W3-3" — SIGNAL AHEAD "Wl—l" CURVE ARROW CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE A" WITH 3.5' OPENINGS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D NEW STORM DRAIN LINE — REFER TO SEWER ITEM OF WORK — SEE SCHEDULE INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, OF VERTICAL CURVE FC FINISH CONCRETE F1 AND STORM DRAIN PLANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE M;pf_7440 CONSTRUCT CATCH BASIN TYPE "A" FLOWLINE STATION SEE TABLE 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND P/L PROPERTY LINE R/W RIGHT—OF—WAY PER C.O.B. STD. D-14. OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SEWER CLEANOUT TO FINISHED GRADE. E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN PIPE SIZE REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. TIUTY EX. EXISTING C/G CURB AND GUTTER 8"S— U BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. • EXISTING STORM DRAIN LINE S=SEWER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. D=DRAIN @ EXIS11NG SURVEY MONUMENT EXISTING SEWER LINE SECTION DESIGNATION: REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. EXISTING STORM DRAIN MANHOLE SECTION LETTER FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TYPICAL POP—OUT —SEE DETAIL ON SHEET 5. EXISTING SEWER MANHOLE EXISTING STREET NAME SIGN EXISTING SEWER CLEANOUT TYPICAL CORNER - SEE DETAIL ON SHEET 5. 2 Call: TOLL FREE FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A 1 -- 800-227 -2600 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER PHASE BOUNDARY CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1, AT LEAST TWO DAYS C.O.B. STD. ST-14. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN BEFORE YOU DIG EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS MANHOLE AND SEWER CLEANOUT TO NEW FINISHED UNDERGROUND SERVICE ALERT PAVEMENT GRADE. OF SOUTHERN CALIFORNIA CURVE 1 RADIUS LENGTH TANGENT DELTA 0 25.00' 39.45' 25.18' 90 °25'09" STA. 10+54.41, 15.00LT. 25.00' 39.09' 24.82' 89 "34'51 to STA. 13+70.19, F.L. 10.00' 7.95' 4.20' 45 °34'23" N LEGEND C� N ( LEGEND (CONT.)..' CONSTRUCTION NOTES;. NOTES. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT AND CONNECT TO EXISTING 4.51 SIDEWALK ALONG 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. ABBREVIATIONS "R1-1" — STOP "S5-2" —END SCHOOL ZONE 1� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST-3. CENTERLINE PER C.O.B. STD. ST-4. 2. LOCAL STREETS — PAVEMENT TO BE 0.202 TYPE "B" A.C. OVER FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6 -1" — ONE WAY m CL BVC BEGIN VERTICAL CURVE "R5-1" — DO NOT ENTER -W31(CA)" — END CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 CONSTRUCT HANDICAP PASSING AREA PER DETAIL to " W14-1" DEAD END 12 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND ELEV ELEVATION EVC END VERTICAL CURVE R26(CA) NO PARKING "W14-2" NO OUTLET CONSTRUCT 26" BOTTOM WIDTH DRIVEWAY W/31 WINGS 4 ON SHEET 5. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3-5R" RIGHT TURN ONLY "Wl-791 DOUBLE ARROW N PER C.O.B. STD. ST-4. 3 FURNISH AND INSTALL 1 2" LANDSCAPE CONDUIT PIPE, OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" KEEP RIGHT DENSITY PER C.O.B. STD. ST-9. 8C BEGIN CURVE PCC POINT OF COMPOUND CURVATURE is R81(CA)" _BIKE LANE W1-6" SINGLE ARROW It EC END CURVE TC TOP OF CURB "W3-3" — SIGNAL AHEAD "Wl—l" CURVE ARROW CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE A" WITH 3.5' OPENINGS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D NEW STORM DRAIN LINE — REFER TO SEWER ITEM OF WORK — SEE SCHEDULE INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, OF VERTICAL CURVE FC FINISH CONCRETE F1 AND STORM DRAIN PLANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE M;pf_7440 CONSTRUCT CATCH BASIN TYPE "A" FLOWLINE STATION SEE TABLE 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND P/L PROPERTY LINE R/W RIGHT—OF—WAY PER C.O.B. STD. D-14. OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SEWER CLEANOUT TO FINISHED GRADE. E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN PIPE SIZE REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. TIUTY EX. EXISTING C/G CURB AND GUTTER 8"S— U BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. • EXISTING STORM DRAIN LINE S=SEWER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. D=DRAIN @ EXIS11NG SURVEY MONUMENT EXISTING SEWER LINE SECTION DESIGNATION: REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. EXISTING STORM DRAIN MANHOLE SECTION LETTER FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TYPICAL POP—OUT —SEE DETAIL ON SHEET 5. EXISTING SEWER MANHOLE EXISTING STREET NAME SIGN EXISTING SEWER CLEANOUT TYPICAL CORNER - SEE DETAIL ON SHEET 5. 2 Call: TOLL FREE FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A 1 -- 800-227 -2600 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER PHASE BOUNDARY CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1, AT LEAST TWO DAYS C.O.B. STD. ST-14. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN BEFORE YOU DIG EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS MANHOLE AND SEWER CLEANOUT TO NEW FINISHED UNDERGROUND SERVICE ALERT PAVEMENT GRADE. OF SOUTHERN CALIFORNIA REF. NO. DESCRIPTION C.L. STATION F.L. STATION ❑ B.C. STA. 10+47.27, 12.00LT. STA. 10+47.27, F.L. 0 P.R.C. STA. 10+54.41, 15.00LT. STA. 10+55.22, F.L. P.R.C. STA. 13+67.76, 15.00LT. STA. 13+70.19, F.L. F±] TR. BOUNDARY STA. 13+71.68, 12.53LT. STA. 13+74.87$ F.L. Q5 B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56t F.L. L4j P.R.C. STA. 12+75.421 15.00RT. STA. 12+79.46, F.L. TR. BOUNDARY STA. 13+71.68, C.L. z SAWCUT 0 C.L• STA. 13+75.901 C.L. N LEGEND C� N ( LEGEND (CONT.)..' CONSTRUCTION NOTES;. NOTES. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT AND CONNECT TO EXISTING 4.51 SIDEWALK ALONG 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. ABBREVIATIONS "R1-1" — STOP "S5-2" —END SCHOOL ZONE 1� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST-3. CENTERLINE PER C.O.B. STD. ST-4. 2. LOCAL STREETS — PAVEMENT TO BE 0.202 TYPE "B" A.C. OVER FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6 -1" — ONE WAY m CL BVC BEGIN VERTICAL CURVE "R5-1" — DO NOT ENTER -W31(CA)" — END CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 CONSTRUCT HANDICAP PASSING AREA PER DETAIL to " W14-1" DEAD END 12 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND ELEV ELEVATION EVC END VERTICAL CURVE R26(CA) NO PARKING "W14-2" NO OUTLET CONSTRUCT 26" BOTTOM WIDTH DRIVEWAY W/31 WINGS 4 ON SHEET 5. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3-5R" RIGHT TURN ONLY "Wl-791 DOUBLE ARROW N PER C.O.B. STD. ST-4. 3 FURNISH AND INSTALL 1 2" LANDSCAPE CONDUIT PIPE, OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" KEEP RIGHT DENSITY PER C.O.B. STD. ST-9. 8C BEGIN CURVE PCC POINT OF COMPOUND CURVATURE is R81(CA)" _BIKE LANE W1-6" SINGLE ARROW It EC END CURVE TC TOP OF CURB "W3-3" — SIGNAL AHEAD "Wl—l" CURVE ARROW CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE A" WITH 3.5' OPENINGS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D NEW STORM DRAIN LINE — REFER TO SEWER ITEM OF WORK — SEE SCHEDULE INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, OF VERTICAL CURVE FC FINISH CONCRETE F1 AND STORM DRAIN PLANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE M;pf_7440 CONSTRUCT CATCH BASIN TYPE "A" FLOWLINE STATION SEE TABLE 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND P/L PROPERTY LINE R/W RIGHT—OF—WAY PER C.O.B. STD. D-14. OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SEWER CLEANOUT TO FINISHED GRADE. E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN PIPE SIZE REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. TIUTY EX. EXISTING C/G CURB AND GUTTER 8"S— U BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. • EXISTING STORM DRAIN LINE S=SEWER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. D=DRAIN @ EXIS11NG SURVEY MONUMENT EXISTING SEWER LINE SECTION DESIGNATION: REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. EXISTING STORM DRAIN MANHOLE SECTION LETTER FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TYPICAL POP—OUT —SEE DETAIL ON SHEET 5. EXISTING SEWER MANHOLE EXISTING STREET NAME SIGN EXISTING SEWER CLEANOUT TYPICAL CORNER - SEE DETAIL ON SHEET 5. 2 Call: TOLL FREE FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A 1 -- 800-227 -2600 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER PHASE BOUNDARY CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1, AT LEAST TWO DAYS C.O.B. STD. ST-14. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN BEFORE YOU DIG EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS MANHOLE AND SEWER CLEANOUT TO NEW FINISHED UNDERGROUND SERVICE ALERT PAVEMENT GRADE. OF SOUTHERN CALIFORNIA A :z LAJ U) z 0 C-3 ci > Lii fill F- LLj a- i= LLJ Lui w < c1q A z i s s E.C, � INTERSECTION aa STA. 10 +50.60, C.L. WFII"TE ALDER AVE.= P L STA. 9 +18.19 C.L. YELLOW LUPINE DR. RB N00 055'21 "E . 47-'�. - f` SO4'15' 18 E 71. �.. -.�._ _� . „_ 11 +00� - _ 12 +00 ,. S r I U /0) OT L. S. LLj :> j 0-4 C9 uj�- G7 ,+ R t e B.C. INTERSECTION y i PA + + JQ %� STA. 9 +68.79, C.L. WHITE ALDER A _ STA. 10 +00.00, C.L. YELLOW LUPINE; i m w U m O00 CD z j= '-d-CD W ° © I I I _ � C-4° I YELLOW LUPINE DRIVE BEA{:H SEE PREVIOUSLY APPROVED # { 3N s � £ >� ; � � � ; � SEE PREV! 362 ,...�.�_..�...._.. 3 360; t� i 358 gin_ i f 354 t .�.,_._._�......,...�..� 1 352...,s_�__� 350 7 348 �...w..__.���.T��.... 360 358 356 354 352 350 362 360 358 356 354 352 350 348 UNIT BOUNDARY STA. 14 +25.429 C.L. 12.00LT.= STA, 14+25-429 F.L. BEGIN REMOVAL AND REPLACEMENT `K= OF EXIST. CURB & GUTTER/ ' MATCH EXISTING GRADE STA. '14 +24.42, C.L. 12.00LT.= STREET PLANS PER TR. 6448 f . a s STREET PLANS PLH Iii. b4448 a 4 4 - - - - - -- - - - -- ---- - - - - -- - - 0 F 10 11 ;EE SEPARATE w OVED PLANS 12 411 [00 OEM 3 j � f es00 ._. .._ . cn ti] s :> C3i f PO f 1" = 5' VERTICAL L 5 0i cq � € > W J W d-4m rn 14- J W t 356 w (n Q N Q W ? W tt W s N' tom! W w W N N w-.tJ + 0 N Li s- CD ' F- U) t—= r y .._! (n W V) 57< W' af ( Q F_OW (/) Z Q STORM DRAIN MANHOLE 13 WHITE ALDER AVENUE (STA* 14+25.42, C.L. - STA, 19+41.52, C.L. � f 0 (PRIVATE STREET) F SCALE: 1" = 50' HORIZONTAL .w 1" = 5' VERTICAL L N01 E; ROUGH GRADING HAS BEEN PERFORMED .� EXISTING UNIT 11 _, 50' VERT. CURVE LO o � 1 / + t t 356 rn to d- w O N LO LO ? E Cj Ln E W Fw— Z LO N LO .,.. W i Of F— :3 in W LIA W j Wd J t RIGHT -OF -WAY i Lu STORM DRAIN MANHOLE i a J ■ • a N t <X .�- z ty .d- r. N �"'� i ` � W ` tip + 12 + + i LCD ' m �O LO I E.C. -- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. d+_ in -��-- mcti {n 15 i11 {Fl a- tl'1 W cn 4 d t0 S=0.49% -------- r • Lj„r `.i s 17 y y LO ;_. a:) 14�� .4 15 S4 -0.25% @ CENTERLINE 16 Tr�'�CT No 6��3 17 CONEFLOKR DRIVE SEE SHEET 2 cn cn WEST,' FLOWLIN 18 1 19 + 00- .---. -... _„`_ - ,, n3� -' .E_X . 35 5 tt J 0 c� co w� � � 'd- LO rnrn En cnl 2 5 EX, 8 `9 ­-20+00D NOTES, tt• t- s cn � f 0 j!i F U .w LO M L c LO LO .,._. a LO o � 1 / + t t 356 rn ri - .- ; I z in 1 CK �� +1 W W _. .� ...�.... W t W z ......... .,.. W +.. »--r Lu w...o. W W t PA t RIGHT -OF -WAY i i STORM DRAIN MANHOLE i EXISTING C/G CURB AND GUTTER STA. 16 +10.99, F.L. • tD s to �, -, 12 P.R.C. CO _....�.. EXISTING STREET NAME SIGN E.C. -- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. to STANDARD OR APPROVED EQUAL. -��-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 15 C.O.B. STD. ST -14. STA. 17 +15.539 15.00RT. t0 P.R.C. STA. 17 +86.62, 15.00RT. STA. 17 +95.51, F.L. n17 E.C. STA. 17 +93.769 12.00RT. STA. 18 +03.46, F.L. 18 B.C.R. STA. 18 +03.76, 12.00RT. STA. 18 +13.46, F.L. 19 cn 1a- n w m n n w STA. 18 +94.90, 15.00RT. 17 CONEFLOKR DRIVE SEE SHEET 2 cn cn WEST,' FLOWLIN 18 1 19 + 00- .---. -... _„`_ - ,, n3� -' .E_X . 35 5 tt J 0 c� co w� � � 'd- LO rnrn En cnl 2 5 EX, 8 `9 ­-20+00D NOTES, tt• F'SIPTURE UNIT :3 TF'rI� No�ICT ��4 j (( i FUTURE E UNIT 8 � � f 0 j!i F U z j c0 } cr- c LO �7 I LO o � 1 / + t rn 356 rn ri - .- ; BC z in 1 CK �� +1 F F- _. .� ...�.... � 354 �F- z + 25.18' '3 cry 352 t F'SIPTURE UNIT :3 TF'rI� No�ICT ��4 j (( i FUTURE E UNIT 8 � � f 0 3 F r Y i Ln z CL CENTERLINE BVC BEGIN VERTICAL CURVE i Y I Y W W I— J W j BCR - � 356 ECR .� �; ; BC z in 1 CK �� +1 F EC _. .� ...�.... � 354 PIVC Z I• i + 25.18' � W 0 ; 352 a 3 � PA � � I RIGHT -OF -WAY i --� y STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER STA. 16 +10.99, F.L. • 20 �y �, -, 12 P.R.C. -.I LI, D ;---, _....�.. LEGEND: CURVE RADIUS ABBREVIATIONS L1 FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 25.18' OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER STA. 16 +10.99, F.L. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �y EXISTING SURVEY MONUMENT 12 P.R.C. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1, _....�.. EXISTING STREET NAME SIGN E.C. -- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 14 STANDARD OR APPROVED EQUAL. -��-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 15 C.O.B. STD. ST -14. STA. 17 +15.539 15.00RT. w: A EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEG NI R1 -1 D -- fl x� S — EXISTING UNIT 11 QON FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1” - STOP "S5 -2" - END SCHOOL ZONE "R6-1" -ONE WAY "R5 -1" - DO NOT ENTER �11It31 {CA }" -END "R26 {CA }" - NO PARKING "W14 -1,! -DEAD END "R3 -5R" -RIGHT TURN ONLY "W14- 2 - NO OUTLET "R4-7" -KEEP RIGHT "W1 -7„ - DOUBLE ARROW "R81(CA)" - BIKE LANE Wl -6 - SINGLE ARROW "W3- 3" - SIGNAL AHEAD "W1 -1 " - CURVE ARROW NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN -� -- -- EXISTING STORM DRAIN LINE -- EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT TRACT BOUNDARY �- ......�. -� .� — -r- ■-- -� PHASE BOUNDARY 14w -Z • 1 % - LEGEND (CONT * CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. I^ ^' CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY WJ3' WINGS PER C.O.B. STD. ST -4. Oj CURVE NUMBER FOR CURVE DESCRIPTION Q ITEM OF WORK -SEE SCHEDULE i FLOWLINE STATION -SEE TABLE `— PIPE SIZE 8 "S— UTILITY S= SEIAER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 2� CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. 4a SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL TYPE III BARRICADE PER GALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7� TYPICAL POP —OUT —SEE DETAIL ON SHEET 5. 8O TYPICAL CORNER —SEE DETAIL ON SHEET 5. (9) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. LO w ;0 5 4 i2 io t8 362 u a 3.60 -- 358 5 t f �q �rw] 356 i _ J 354 z i { a 1 -1 352 1 3 i g 351/ E E { _ 348 20 LINE TABLE CURVE RADIUS LENGTH L1 NOO °55'21 "E 101.03' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 55.00' 81.81' 50.60' 85'13'30" STA. 14+48.71, 18.00LT. 500.00' 45.33' 22.68' 05.11'39" STA. 16 +89.70, F.L. 10.00' 7.95' 4.20' 45'34'23" W 25.00' 39.09' 24.82' 89'34'51" P.R.C. 25.00' 39.45' 25.18' 90'25'09' STA. 15 +06.61, 15.00RT. 25.00' 39.09' 24.82' 89'34' 51 „ STA. 15 +16.99, F.L. 25.00 39.45' 25.18' 1 90'25'09" STA110NING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1� P.R.C. STA. 14 +41.56, 15.00LT. STA. 14 +42.37, F.L. �2 ] E.C. STA. 14+48.71, 18.00LT. STA. 14+50.32, F.L. [3] P.R.C. STA. 16 +87.28, 15.00LT. STA. 16 +89.70, F.L. Q B.C. STA. 17 +09.42, 12.00LT. STA. 17 +12.65, F.L. W P.R.C. STA. 17 +16.56, 15.00LT. STA. 17 +20.60, F.L. P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +36.24, F.L. Q P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +09.04, F.L. E.C. STA. 15 +13.75, 12.00RT. STA. 15 +16.99, F.L. 9 B.C.R. STA. 15 +23.75, 12.00RT. STA. 15 +26.99, F.L. 10 B.C. STA. 16 +07.75, 12.00RT. STA. 16 +10.99, F.L. 11 P.R.C. STA. 16 +14.901 15.00RT. STA. 16 +18.949 F.L. 12 P.R.C. STA. 16 +86.25, 15.00RT. STA. 16 +91.91, F.L. 13 E.C. STA. 16 +93.392 12.00RT. STA. 16 +99.86, F.L. 14 B.C. STA. 17 +08.39, 12.00RT. STA. 17 +14.86, F.L. 15 P.R.C. STA. 17 +15.539 15.00RT. STA. 17 +22.81, F.L. 16 P.R.C. STA. 17 +86.62, 15.00RT. STA. 17 +95.51, F.L. n17 E.C. STA. 17 +93.769 12.00RT. STA. 18 +03.46, F.L. 18 B.C.R. STA. 18 +03.76, 12.00RT. STA. 18 +13.46, F.L. 19 B.C. STA. 18 +87.76, 12.00RT. STA. 18 +97.46, F.L. U H P.R.C. STA. 18 +94.90, 15.00RT. STA. 19 +05.41, F.L. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS — PAVEMENT TO BE 4.20' TYPE "B" A.C. OVER 0.40 ACC. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. DID ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA kevra�� im m J Cn W (n �o U > Lai L,J :3= � U H CJ') r- C!� GC] �3 W tL D W C/3 w tr w `- H r1 �' ,r- FAWN LILY LANE �� (STA. 10 +00.00, C.L. - STA. 11 +01.03, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL i" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 358 356 354 352 350 348 346 358 355 354 352 350 348 346 CONEFLOWER DRIVE co 7 00 `- - n I to to SEE SHEET 3 r11_ ILO 144- 45'34'23 Lt 25.00' 39.09' 1181- `r f$ C1 o STA. 10 +62.63, F.L. 25.00' 39.45' 1 25,18' 1 90'25109" 130'1� 30' cl-i W 06 Q uj 26 .t (CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD "W1-1" - CURVE ARROW W c� � Ji to W __j W fill, - - D NEW STORM DRAIN LINE - REFER TO SEWER CD W V k s, i CD '� $ AND STORM DRAIN PLANS 10 �� mwfL `Z CO m Z r"N 9 10 W LLj Cie i � ...i X �n $ ++ EDGE OF PAVEMENT S.Q.M. STORM DRAIN MANHOLE z m, an � + _-D + + L.r% C:) EXISTING CATCH BASIN EX. D oo c)o PA V. 0 c� � + l +� I 18' l `� �, �� 2 ¢ ��� �. a .� ¢ CONSTRUCT NEW �' n� w Cn n AC PA NG PER NOTE 2 27 W c m w Cn crj 00 00 INTERSECTION FURNISH & INSTALL STREET SIGN PER C.U.B. STD. T -1. d= t --- 9T STA. 10 +00.00, C.L. FAWN LILY LANE= STA. 12 +80.01, G.L. CONEFLOWER DRIVE � � 2 1 2 3 EXISTING SEWER CLEANOUT z C) Y m "'�' TRACT BOUNDARY t LL j / 1 ` 10 1 M 1 p 8 «' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS L1 PROPO SE-7 Vr TO ¢ ......rv.ovnw- +n- .... + +...�..r ... .+.�'..aewn- EASTJ FLOWLIN ..+,- n«+t�.w�a.r -.a - - e..w .rw..i.'a- gun+.- r.y.e.r.e wr•.n....+c.�a -r«a.marv.R•--.+•++.....+•- y°x EEX, w- r- ix 3 5 1 3 � EXISTING GROU 1 5 o ° '+. s :fit. ui z 28 a CENTERLINE 4 _ - -_- _ -_ 00 cy) p 00 0i g in 1 u 2 !I ii PA � ; %, 9 � : W F--: ¢ �n _ ,� �--- ao co o f t ' w � N � t70 00 � + + 00 25 U== 29 I U r �. j �_ _j i Q \� U li F !i U u: ° ( N N _ !O � V n (n Of c) r N ,14- EFI.d!ERRI I� N7 C) o w �a � a z-- N � of o •- SEE SHEET 3 -- •- - t- v C_,i -<< C3 << Z Z FAWN LILY LANE �� (STA. 10 +00.00, C.L. - STA. 11 +01.03, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL i" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 358 356 354 352 350 348 346 358 355 354 352 350 348 346 358 356 354 352 350 348 346 358 356 IRA R%rT 352 350 N ° , .�._..� o 358 LO M t M � t W W z C) I l U 4 € •. ,1- 0 o J t /ki �i .i Ld C) � pn a r (n M + z Z b 3 C) W i LLI tom. *_ 4' �/� F; Q 8 1. ...' e -- < -� ` - cr i-- P 0 ED i--- • -- _ . _ 35 0 cn P CENTER INE z ¢ g �- S y 3 k 3 = r - - EX STING G OUND g s _�.. _. _� ._.._ 348 f � 1 10 11 LK co 7 00 `- - n I to to cn r11_ ILO 144- 45'34'23 Lt 25.00' 39.09' 24.82' 89'34'51" STA. 10 +62.63, F.L. 25.00' 39.45' 1 25,18' 1 90'25109" [51 P.R.C. W Try- Q uj ui .t (CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD "W1-1" - CURVE ARROW W END CURVE TC TOP OF CURB to W __j W POINT OF INTERSECTION TP TOP OF PAVEMENT - - D NEW STORM DRAIN LINE - REFER TO SEWER k s, i CD '� $ AND STORM DRAIN PLANS •--J POINT ON CURVE T.O.M. TOP OF MANHOLE mwfL CONSTRUCT CATCH BASIN TYPE "A" w W LLj Cie t E :> pp W k E.P. EDGE OF PAVEMENT S.Q.M. STORM DRAIN MANHOLE �,.I EXISTING CATCH BASIN EX. D ` } 11- + FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. + l +� r i EXISTING SEWER LINE N rt W c m w Cn crj L� 0 t to w Ulm �- f FURNISH & INSTALL STREET SIGN PER C.U.B. STD. T -1. d= t Y S tz EXISTING STREET NAME SIGN p EXISTING SEWER CLEANOUT z C) Y m "'�' TRACT BOUNDARY t LL j / .yyrr C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PROPO SE-7 Vr TO ¢ ......rv.ovnw- +n- .... + +...�..r ... .+.�'..aewn- EASTJ FLOWLIN ..+,- n«+t�.w�a.r -.a - - e..w .rw..i.'a- gun+.- r.y.e.r.e wr•.n....+c.�a -r«a.marv.R•--.+•++.....+•- � � EXISTING GROU 1w -- ...........,.......w..w.. 4 a a CENTERLINE 4 W_ 00 cy) p 00 0i A _ - a � LOWLINE I EXISTIN GROUN t ' w � t 0 CE TERLINE 10° ° 11 r N ,14- •- M 358 356 354 352 350 348 346 358 356 IRA R%rT 352 350 N ° , .�._..� o 358 LO M t M � t W W z C) I l U 4 € •. ,1- 0 o J t /ki �i .i Ld C) � pn a r (n M + z Z b 3 C) W i LLI tom. *_ 4' �/� F; Q 8 1. ...' e -- < -� ` - cr i-- P 0 ED i--- • -- _ . _ 35 0 cn P CENTER INE z ¢ g �- S y 3 k 3 = r - - EX STING G OUND g s _�.. _. _� ._.._ 348 f � 1 10 11 358 356 354 352 350 348 346 R/W 1 4.5' 7.5' LANDSCAPE k AREA f � 1 Q I� 0 �:)IUL WALA PROPOSED CURB AND GU TIER R/W 4.5' 75P LANDSCAPE t AREA Lu Q t t O r PROPOSED? SIDEWALK PROPOSED CURB' AND GUTTER R/W 4.5 � W 0 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER UNE TABLE LK co 7 00 `- r- n I to to 10.00' 7,95' 144- 45'34'23 Lt 25.00' 39.09' 24.82' 89'34'51" STA. 10 +62.63, F.L. 25.00' 39.45' 1 25,18' 1 90'25109" [51 P.R.C. W STA. 10 +55.22, F.L. Q uj ui .t (CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD "W1-1" - CURVE ARROW W END CURVE TC TOP OF CURB to W __j W POINT OF INTERSECTION TP TOP OF PAVEMENT - - D NEW STORM DRAIN LINE - REFER TO SEWER OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLANS P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE mwfL CONSTRUCT CATCH BASIN TYPE "A" P/L PROPERTY LINE R/W RIGHT --OF -WAY UJ E.P. EDGE OF PAVEMENT S.Q.M. STORM DRAIN MANHOLE �,.I EXISTING CATCH BASIN EX. 5 ` } EXISTING STORM DRAIN LINE + FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. + l +� i EXISTING SEWER LINE EXISTING SURVEY MONUMENT c m w Cn crj L� 0 t to w Ulm �- f FURNISH & INSTALL STREET SIGN PER C.U.B. STD. T -1. t Y S tz EXISTING STREET NAME SIGN p EXISTING SEWER CLEANOUT --- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. = U) m "'�' TRACT BOUNDARY STANDARD OR APPROVED EQUAL. j FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER -� -� �- .� r.�..� -� � � PHASE BOUNDARY C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PROPO SE-7 ¢ ......rv.ovnw- +n- .... + +...�..r ... .+.�'..aewn- EASTJ FLOWLIN ..+,- n«+t�.w�a.r -.a - - e..w .rw..i.'a- gun+.- r.y.e.r.e wr•.n....+c.�a -r«a.marv.R•--.+•++.....+•- � � EXISTING GROU 1w uj 4 a a CENTERLINE 4 W_ 10� 358 356 354 352 350 348 346 R/W 1 4.5' 7.5' LANDSCAPE k AREA f � 1 Q I� 0 �:)IUL WALA PROPOSED CURB AND GU TIER R/W 4.5' 75P LANDSCAPE t AREA Lu Q t t O r PROPOSED? SIDEWALK PROPOSED CURB' AND GUTTER R/W 4.5 � W 0 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER UNE TABLE LK BEAM 7 Ll N00`55'21 "E 101.03' 7.5' w z 2q' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7,95' 4.20' 45'34'23 Lt 25.00' 39.09' 24.82' 89'34'51" STA. 10 +62.63, F.L. 25.00' 39.45' 1 25,18' 1 90'25109" 18' 18" 7.5' LANDSCAPE � AREA VARIES 1.5% TO 3.57 VARIES 1.57' Tn -'I zit' L ' UILU HGU. t7li,?G 0.50' COMPACTED StJBGRADE 0 959 REL. DENSITY. SECTION /OR SCALE: 1"= 101 STREET SECTION (PRIVATE STREET) 18' 12' I VARIES 1.5% VARIES 1, 57' TO 3.5% TO 3.5% O 2 R/W 4.5' Y J I W Q SIDEWALK PROPOSED CURB AND BUTTER R/W 13.5' 4.5' LANDSCAPE C.L. STATION AREA t B.C. STA. 10 +46.73, 12.00LT. W -J P.R.C. Lt STA. 10 +54.68, F.L. C) I fl I STA. 10 +62.63, F.L. Q B.C. STA. 10 +47.27, 12.00RT. PROPOSED SIDEWALK 0.2D A. C. PROPOSED CURB PA WNG AND GU T TER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 957' REL. DENSITY. SECTION. SCALE:1 " =10' STREET SECTION (PRIVATE STREET) 18' 18' VARIES 1.5:x' VARIES 1.57' TO 3.57' TO J 57' 0.20 A_ C. PA WNG 0.40' A GG. BASE 0.50' COMPACTED SUBGRADE Ca 957 REL. DENS1 T SEC11ON rC"*N SCALE: 1 "= 10" \.1v STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10 +46.73, 12.00LT. STA. 10 +46.73, F.L. 2� P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. 91 E.C. STA. 10 +61.01, 18.001-T. STA. 10 +62.63, F.L. Q B.C. STA. 10 +47.27, 12.00RT. STA. 10+47.27, F.L. [51 P.R.C. STA. 10 +54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGENIZL LEGEND CON T. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -1" -STOP � „ "R6-1" ONE WAY S5_2 -END SCHOOL BONE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5 -1" - DO NOT ENTER "W" � -END ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING nW14 -1 -DEAD END -2 „ - NO OUTLET "R3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION -5R" - RIGHT TURN ONLY "W14 "R4 W1 -7 DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE _ -7" - DEEP RIGHT "R81 "W1 -8" SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE (CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD "W1-1" - CURVE ARROW EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D NEW STORM DRAIN LINE - REFER TO SEWER OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLANS P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE mwfL CONSTRUCT CATCH BASIN TYPE "A" P/L PROPERTY LINE R/W RIGHT --OF -WAY PER C.O.B. STD. D -14. E.P. EDGE OF PAVEMENT S.Q.M. STORM DRAIN MANHOLE �,.I EXISTING CATCH BASIN EX. EXISTING C/G CURB AND GUTTER EXISTING STORM DRAIN LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SEWER LINE EXISTING SURVEY MONUMENT EXISTING STORM DRAIN MANHOLE FURNISH & INSTALL STREET SIGN PER C.U.B. STD. T -1. t Y S EXISTING SEWER MANHOLE EXISTING STREET NAME SIGN p EXISTING SEWER CLEANOUT --- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. m m "'�' TRACT BOUNDARY STANDARD OR APPROVED EQUAL. -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER -� -� �- .� r.�..� -� � � PHASE BOUNDARY C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND (CONT.� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �^ NCONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (D CURVE NUMBER FOR CURVE DESCRIPTION q) ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE PIPE SIZE $'s- u11urr S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN Lu Z `J 12' RAW VARIES PA LANDSCAPE AREA 2% MIN. 2% MIIV, 23' MAX. 4:1 MAX. 4:l PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: Nrs PASSING AREAS NOT ?0 D(CEID MlUgMllM INTERVAL OF 200'. T �lEFtSECT10NS, S do DRIVEWAYS ARE ACCEPTABLE PASSING ALAS. CONSTRUCTION NOTE&, �j CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7� TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. aCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A° ON SHEET 1. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. 1 11 -] 5' 11 Ln TYPICAL PASSING AREA DETAIL SCALE: 1 " =10' NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.4O AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. DIG T Call: TOLL FREE 1- 800- 227 -600 AT LEAST T1MD DAYS BEFORE YoOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA