Loading...
HomeMy WebLinkAbout1.1-6448 Ph 8DENSITY REQUIREMENTS. LL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE � IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS oaos AVENUE EITHER LESS THAN 90% OR MORE THAN 967% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY DMVE REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE, AVENUE N DRIVE irBANK AVENUE W THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE z ROADWAY , ,roNNsaN Raga o IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE A 171ATA AVEWJE N o 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 < z ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK _ SHALL BE AT THE CONTRACTOR'S EXPENSE. STOCKDAll HWY IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. F 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 PROJECT 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 SITE 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 VICINITY MAP N.T.S. ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCA11ON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 957. COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FM 5TH SUBSTANTIAL CONFORMANCE VEST,. TENT. 6448m UNIT 8 -------- - --------- STOCKDALE HIGHWAY - ---(BASIS OF BEARINGS - - - - - - 7 I s l 5 I't 8 , 4 1 3 1 21 1 16 t 8 i �sZ - I I ► 1 1 2 1 3 1 4 1 5 1 7 _ 9 I i r 9!_ , PC& 102-106 i to i� 10- r 11 ,( �I 34.�lr 35 38 37 n 24 23 22 21 20 19 18 17 1 }6 ' 15 ; 14 12 / 12 C I N® �/ 11 j i 13 UNI KAI. Ii ♦• •'r_ ' ►._' ;T.11 .� .n (V IY� / LANDSCAPE Q z 77 c� CENTERLINE STORM DRAIN'," ( W i 6' WANG S I D E W A L K cy- cn z TYPICAL CATCH BASIN LOCATION- AT CURB RETURN N. T. S. j I� 134 12" WIDE . GROOVED BASIS OF BEARINGS BORDER 28 THE BEARING OF N89'29'48"W AS SHOWN FOR THE S/��` PLANTER M ODi NORTH LINE OF THE NORTHEAST QUARTER OF �'9�fj- AREA � i SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, P301 t M.D.M. PER RECORD OF SURVEY, R.S. BOOK 17, PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS t SHOWN HEREON. �;� BENCHMARK: 31 j TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE 732j fCENTERUNE INTERSECTION OF SOUTH RENFRO ROAD 1 AND CULIACAN AVENUE 1r - ELEVATION = 356.34 PER CITY BENCHMARK BOOK U I 33 �� I FOR TRACT 4708 ci -INDEX OF SHEETS I �g 314&9 i # 9 SHEET TITLE, k k `' 35� ••� F( 1. TITLE SHEET LA - =-� 2. V iITE ALDER AVENUE 360 1 STA. 19+41.52, C.L. - STA. 21+51.52, C.L. 9Fi BOTTLEBRUSH DRIVE 37 ' STA. 12+16.68, G.L. - STA. 13+71.68, C.L. f i - - 3. FAWN LILY LANE i' 38 STA. 11+01.03, C.L. - STA. 15+65:02, C.L. i I _ \ _ DETAILS & X -SECTIONS. 11 ' 3948 f 1i l IL 47 49I i 1 2 r ' 3 0 o PLANTER oog0 0600�aoao0 AREA 0 tl000000 RETAINING 6" CONC. CURB CURS DOMES - 6" CONC. CURB HANDICAP RAMP DETAIL PER CALTRANS STD. PLANS A88A CASE F N.T.S. .,� > cQ3 0 �- z� NOTE: 1. PRIOR TO THE START OF ANY PHASE OF . CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 328--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. ' r---' ENGINEER'S STATEMENT 4 1 - - , THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR I1 5 UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND 1I� _ BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, I I AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS L 6 OF THE: ADVISORY AGENCY OR'. OTHER REVIEW BOARD. III U I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON I If 7 THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE 1 CORR DURING CONSTRUCTION. IA 8_ IL 1 111 ' {I� 9 1 I1 d 10At i APPROVED BY: ROGER A. MCINTOSHIO.C.E. 33322 DATE „ r.; 5THSUf.. -- EXP. 6-30-14 �I l 1 _ 2 �I -I. . CONKMIANM 25 [24�23 22 21 #0 � dti. > 1 MCTA ^ �+� �p J - - - - T �, �- - -1 _ IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE �1'�1'V t3 _ _ _ - --- _ .-,� f }.. IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD 4 . Y �` - - - - _ _- -r ~ - ;- - - -_ = 3 U - PUBLIC WORKS (DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" 2 ,4 y N I� HEREIN.. ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. W D_ R f 15 16 t7 t8 19 20 25 24 23 22 21 20 19 i$rl t6 t5 14 13 12� �- I KEY MAP ---- -- 4 1 94--4z z SCALE 1 "=200' - - - - _ - - - - - _ _ _ _ _ 1- n DENOTES SHEET NUMBER FOR STREET CROSS VALLEY CANAL LIST F a A.C. PAVING TESTING NOTES: LEGEND (� NT.}: - LEGEND (CONT.,_ 0 MATERIALS STANDARD NOTES SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SIO. T -19:I "R1-1" 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A MODIFIED (MODIFIED) FOR ,ALL TEM SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. UNIT 8 ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM FL FLOWUNE POVC POINT ON VERTICAL CURVE CENTERLINE TO' THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND 2• THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART TONS THESE SPECIAL PROVISIONS. 47 - REVIEWED OF THESE PLANS: BVC BEGIN VERTICAL CURVE PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 'R5-1' - 00 NOT ENTER " -ENO 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-16, T-1 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 359 ELEV SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3• PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: CL II AGG. BASE CUYD 0,20' TYPE "B" ASPHALT CONCRETE OVER ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED BEGIN CURB RETURN PI POINT OF INTERSECTION 0.40' AGGREGATE BASE (PER NOTE 16) OVER R3-5R" "W14 -Y - NO OUTLET -RIGHT TURN ON LY ASPHALT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) 0.50' O.G.. ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED ECR O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C-O.B. BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR �/I PER C.O.B. STD. ST -4. STD. ST -9. CUYD "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE SPECIFICATIONS. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COYER PER CITY OF CURB AND GUTTER LF 1610 BAKERSFIELD STD. DWG. ST -13. EC THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY - SIGNAL AHEAD -1" - CURVE ARROW 4'l CURVE NUMBER FOR CURVE DESCRIPTION THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS O TO INSTALLED PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE POINT OF INTERSECTION TP TOP OF PAVEMENT @ EXISTING NEW STORM DRAIN LINE - REFER TO SEWER' ENGINEER. DRIVEWAYS SOFT 7440 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 ENGINEER'S REVIEW AND APPROVAL• ITEM OF WORK -SEE SCHEDULE `=' INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 A. A LIST OF AGGREGATE AND ASPHALT SOURCES. -O- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. POINT ON CURVE T.O.M. TOP OF MANHOLE PROPERTY UNE R/W FIGHT -OF -WAY B. DOCUMENTATION VERIFYING THAT THE, AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM NEW CATCH BASIN -REFER TO SEWER AND STORM -G- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. SIDEWALK TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD 7172 STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) QNTHS. ALL OTHER TEST 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. EA. STREETS UNLESS OTHERWISE NOTED. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 7• INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 8. DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS EX. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS �-- UITIILITY EACH SEWER LATERAL. EA OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHT'S AT P.G.& E. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD, THE EXISTING STORM DRAIN UNE SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. MINIMUM OF 6" THICK. Q' WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES. THE EXISTING 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT SHALL BE SAW CUT. EA. PAVEMENT GRADE. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING -- EXISTING SEWER UNE OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD DAYS. PRIOR TO CONSTRUCTION. 1-800-227-2600. SPECIFICATIONS SHALL BE MET. -#- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T -t. � THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EA. BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. MONUMENT ENCASEMENTS PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS 1 OTHERWISE PERMITTED BY THE ENGINEER. 13. AN OPEN STREET PERMIT SHALL 8E OBTAINED FROM THE CITY OF BAKERSFIELD INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK EXISTING SEWER CLEANOUT PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SAW CUT PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED 96 SMOOTH, TAPERED CONNECTIONS. PRIOR, TO ISSUANCE OF THE PERMIT. momPHASE BOUNDARY _ s _ ' THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR -�� - ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS LF BE SUBSTITUTED WITH PARAFFIN. BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD C.O.B. STD. ST -14. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 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 THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE ` THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONFORMS WHEN PAVING OPERATIONS RESUME. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM . WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE- THAN 0.15 FOOT PAVING DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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 16 ,, ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED &COMPACTED PER CITY THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON STANDARD DETAIL ST -22 ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 17. _ COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM CITY ENGINEER. 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 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, CONFORMS WHEN PAVING OPERATIONS RESUME. THE CITY CONSTRUCTION INSPECTION SHALL. BE GIVEN 24 HOURS NOTICE. (661) 326-2049. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 19• DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE (OCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT WITH CALIFORNIA TEST 375. ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 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 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE PROVISIONS OF SAID PLAN. TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT OU DENSITY REQUIREMENTS. LL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE � IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS oaos AVENUE EITHER LESS THAN 90% OR MORE THAN 967% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY DMVE REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE, AVENUE N DRIVE irBANK AVENUE W THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE z ROADWAY , ,roNNsaN Raga o IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE A 171ATA AVEWJE N o 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 < z ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK _ SHALL BE AT THE CONTRACTOR'S EXPENSE. STOCKDAll HWY IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. F 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 PROJECT 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 SITE 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 VICINITY MAP N.T.S. ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCA11ON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 957. COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FM 5TH SUBSTANTIAL CONFORMANCE VEST,. TENT. 6448m UNIT 8 -------- - --------- STOCKDALE HIGHWAY - ---(BASIS OF BEARINGS - - - - - - 7 I s l 5 I't 8 , 4 1 3 1 21 1 16 t 8 i �sZ - I I ► 1 1 2 1 3 1 4 1 5 1 7 _ 9 I i r 9!_ , PC& 102-106 i to i� 10- r 11 ,( �I 34.�lr 35 38 37 n 24 23 22 21 20 19 18 17 1 }6 ' 15 ; 14 12 / 12 C I N® �/ 11 j i 13 UNI KAI. Ii ♦• •'r_ ' ►._' ;T.11 .� .n (V IY� / LANDSCAPE Q z 77 c� CENTERLINE STORM DRAIN'," ( W i 6' WANG S I D E W A L K cy- cn z TYPICAL CATCH BASIN LOCATION- AT CURB RETURN N. T. S. j I� 134 12" WIDE . GROOVED BASIS OF BEARINGS BORDER 28 THE BEARING OF N89'29'48"W AS SHOWN FOR THE S/��` PLANTER M ODi NORTH LINE OF THE NORTHEAST QUARTER OF �'9�fj- AREA � i SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, P301 t M.D.M. PER RECORD OF SURVEY, R.S. BOOK 17, PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS t SHOWN HEREON. �;� BENCHMARK: 31 j TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE 732j fCENTERUNE INTERSECTION OF SOUTH RENFRO ROAD 1 AND CULIACAN AVENUE 1r - ELEVATION = 356.34 PER CITY BENCHMARK BOOK U I 33 �� I FOR TRACT 4708 ci -INDEX OF SHEETS I �g 314&9 i # 9 SHEET TITLE, k k `' 35� ••� F( 1. TITLE SHEET LA - =-� 2. V iITE ALDER AVENUE 360 1 STA. 19+41.52, C.L. - STA. 21+51.52, C.L. 9Fi BOTTLEBRUSH DRIVE 37 ' STA. 12+16.68, G.L. - STA. 13+71.68, C.L. f i - - 3. FAWN LILY LANE i' 38 STA. 11+01.03, C.L. - STA. 15+65:02, C.L. i I _ \ _ DETAILS & X -SECTIONS. 11 ' 3948 f 1i l IL 47 49I i 1 2 r ' 3 0 o PLANTER oog0 0600�aoao0 AREA 0 tl000000 RETAINING 6" CONC. CURB CURS DOMES - 6" CONC. CURB HANDICAP RAMP DETAIL PER CALTRANS STD. PLANS A88A CASE F N.T.S. .,� > cQ3 0 �- z� NOTE: 1. PRIOR TO THE START OF ANY PHASE OF . CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 328--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. ' r---' ENGINEER'S STATEMENT 4 1 - - , THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR I1 5 UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND 1I� _ BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, I I AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS L 6 OF THE: ADVISORY AGENCY OR'. OTHER REVIEW BOARD. III U I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON I If 7 THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE 1 CORR DURING CONSTRUCTION. IA 8_ IL 1 111 ' {I� 9 1 I1 d 10At i APPROVED BY: ROGER A. MCINTOSHIO.C.E. 33322 DATE „ r.; 5THSUf.. -- EXP. 6-30-14 �I l 1 _ 2 �I -I. . CONKMIANM 25 [24�23 22 21 #0 � dti. > 1 MCTA ^ �+� �p J - - - - T �, �- - -1 _ IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE �1'�1'V t3 _ _ _ - --- _ .-,� f }.. IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD 4 . Y �` - - - - _ _- -r ~ - ;- - - -_ = 3 U - PUBLIC WORKS (DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" 2 ,4 y N I� HEREIN.. ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. W D_ R f 15 16 t7 t8 19 20 25 24 23 22 21 20 19 i$rl t6 t5 14 13 12� �- I KEY MAP ---- -- 4 1 94--4z z SCALE 1 "=200' - - - - _ - - - - - _ _ _ _ _ 1- n DENOTES SHEET NUMBER FOR STREET CROSS VALLEY CANAL LIST F a u t+� CITY RECORDS NO.: ,::, LEGEND: LEGEND (� NT.}: - LEGEND (CONT.,_ 0 MATERIALS ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SIO. T -19:I "R1-1" TEM UNIT UNIT 8 ASSISTANT PUBLIC WORKS DIRECTOR FL FLOWUNE POVC POINT ON VERTICAL CURVE CENTERLINE - STOP "S5-2" - END SCHOOL ZONE 'R6-1" - ONE WAY. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS / A.C. PAVING TONS 47 - REVIEWED CL BVC BEGIN VERTICAL CURVE TRAFFIC ENGINEER10 'R5-1' - 00 NOT ENTER " -ENO PER C.O.B. SIO. ST -4. 359 ELEV ELEVATION EVC END VERTICAL CURVE "W31(CA) :R26(CA)- NO PARKING W14-1 - DEAD END CL II AGG. BASE CUYD 367 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3-5R" "W14 -Y - NO OUTLET -RIGHT TURN ON LY (^ CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS ECR END CURB RETURN PRG POINT OF REVERSE CURVATURE " � 'R4-7" - KEEP RIGHT -7 - DOUBLE ARROW �/I PER C.O.B. STD. ST -4. SUBGRADE PREPARATION CUYD 459 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE .WI "R81(CA)" - BIKE LANE W1-6» - SINGLE ARROW 'W3-3" *WI CURB AND GUTTER LF 1610 EC END CURVE TC TOP OF CURB - SIGNAL AHEAD -1" - CURVE ARROW 4'l CURVE NUMBER FOR CURVE DESCRIPTION PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - o NEW STORM DRAIN LINE - REFER TO SEWER' DRIVEWAYS SOFT 7440 OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLAN ITEM OF WORK -SEE SCHEDULE `=' P.O.C. PA POINT ON CURVE T.O.M. TOP OF MANHOLE PROPERTY UNE R/W FIGHT -OF -WAY NEW CATCH BASIN -REFER TO SEWER AND STORM � FLOWLINE STATION -SEE TABLE SIDEWALK $OFT 7172 DRAIN PLAN CATCH BASIN EA. 3 E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE (� EX. EXISTING C/G CURB AND GUTTER EXISTING CATCH BASIN �-- UITIILITY HANDICAP RAMPS EA 4 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING STORM DRAIN UNE S=SEWER D=DRAIN Q' EXISTING SURVEY MONUMENT STANDARD STREET NAME SIGNS EA. 2 ---- s -- EXISTING SEWER UNE SECTION DESIGNATION: -#- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T -t. � EXISTING STORM DRAIN MANHOLE sEC110M 5800 LUMEN STREET LIGHTS EA. 3 I.ErIER MONUMENT ENCASEMENTS EA. 1 EXISTING STREET NAME SIGNs0 EXISTING SEWER MANHOLE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. O EXISTING SEWER CLEANOUT 2 SAW CUT LF 96 STANDARD OR APPROVED EQUAL momPHASE BOUNDARY _ s _ ' SHEET 1X SECTION B S iOVIN -�� - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER LOCAL STREET CL LENGTH LF 829 C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS u t+� CITY RECORDS NO.: ,::, s136t5J��-= APPROVED BY. NICOLAS 9. FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12-31 REVIEWED BY: `...� ( 2�7 - 74_1 I ASSISTANT PUBLIC WORKS DIRECTOR 'o. 4c 47 - REVIEWED ..�. W e� TRAFFIC ENGINEER10 ,,,;;_ u t+� CITY RECORDS NO.: ,::, i �^ �`:% -+ ViL Cala_ 4-I -J-1 OJJ llUjjf�n\ jj " 1 ¢ a ;, -wz J� n'I ,\ zz`` �1 ci4 �. ���ca tic�� i UNIT 7 6 asz n N N N N aQCn �? t9 I 5 4' "' Q M i N >- O tn� O o: Z N� Y "O n N 4 ¢ o mcnnti o Q N ,,� ¢ ,n o�Q d Q cn r Q��F!)MtA 0 1- Zit m- m I rr x O++ + 3+ _ii W Q M Q �.=toty z d' 0 0 ++ U ++ as O p W p a0 W O m `-'r' $ ZmX Oto m ++ W + + OtrW +++ p O m =��1"• N NI ce N rNZQ NI ." �" > N N 00 .-e-... EX. STORM DRAIN EASEMENT m <- f'� r• z o 0 3e,r'ar W N mv= NNN 13 I 12 I W q C.7f-QQi¢ 'Q +i1 ¢ WWtt:W Qi p U PER DOC. N0 020600182$ �" .� 1 z �-- WQ l �" 2 '- F- '- zvsoo r '¢ a a to+- I i z r o to m cn c� cn in c� N to o: ►- r r `zza Q�Fa- DATED 01/04/2006, O.R. o cn 1 cs Avs �I N V) SIM cern P L £X 8"S - an EX. 8S S8929'48 -E 280.01-18+00--s .. 19+0 6 " 7204. S L -21+010 EX. 8"S "aro o -- 5 - EX. 24'D M /- - 4 - 1 1 5 5 D EX - 3- - --D- LAJ ' � 1 2 4 - om n I n Z n P/L -� II r _ Q W �� T 1 , f u� J a- L J a M -f J 2 jo o � o: o: w $ �' �' 1 t- r` I �` �N I d ccn' n Z cs3 WW �I i oo �W ,� � m r; o Q-�n _ oo W g _t i r Q r cV O 0i O O O N t� n W- \p ao O I JJ 24 a0 II , I --IJ Q •� + Q m +� ¢ t7; +� < as O C7 tOM +�- ~..; Q t0 � O-'JJ� vci ' 18 I 18 c3ri �m `� rn + N r w + o + z a rr"" r� 13. „' `n z+ ` cati+� OZ t7 ~Z I 0 a}t0 tL'.Z{ZNM r -R.J I -i -i N I> N z Mta>.1 + MTO N N 0: Z ACV F-- et O .� O M Q ap Uti ( C l ti Q fn-3-��-J tN Y Na0 OC Q I � 0 cad I 3 ,a I c�i,.� omus.=cv vs o ¢ ¢ r to ¢ Q �r� WW Q © �r oa3� oLn I W 1 {, Or ZLLX sfO F- e�=tn F- rn F-- m .-1 �i W NtD 4 f Q c!3 rA.:tp 031 tpd -1-1 I 1 r X OO c cn �cn YOW--r f O'NM F F-^ Zm7f tDtD I �2 +g cvcv ! v, kII p I +++i QVW+�+ vs � Mao vas'} ti m++ c�cn us zoo:w+++ nm m r �jp_I W NN <tmUZrNN� Z O Oi0 N w r2H ++ ++ 4 rMiit�,F O W tJ QQ � pt0 - I x (� I U FQ-rQ- zwQ `tti �cn I 00 _ 1 U ++�� ' Q QQ oF-'.iaQ rrnc~n 25 w d0 z ! W Vstn oCs1� rn `- NN 3 rt`+ w C? Cnc! aw�c~»vrscrnl 1 z aoQ mr~isr~n V Li twin J I zQam� � ��, � 1 wcnZo 14 15 c N CONULOWER DRIVE���` SEE SEPARATE STREET PLAN (UNIT 10 TR. 6448) www HITE ALDER AVENUE U?Yff (STA. 19+41.52, C.L. - STA. 21+51.52, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 50.00' VERTICAL CURVE 362 UNIT 7 0 t NEW CATCH BASIN NO. T 360 I STA. 21+07.17, G.L. I&OOLT.= ELEV Ex STA. 21+12.02, F.L. 358 I NORMAL F.L. ELEV. 349.75 P.O.V.G 7 APPR VEO p DEPRESSED F.L. ELEV. 349.58 P.O.V.C. n n i UNIT I i IS11NG UNIT 2 i 3 oz Q 4 354 UN' 17 W = i 352 W Q SEE SEPARATE STREET �^ �`:% -+ ViL Cala_ 4-I -J-1 OJJ llUjjf�n\ jj " 1 ¢ a ;, -wz J� n'I ,\ zz`` �1 ci4 �. ���ca tic�� i UNIT 7 6 asz n N N N N aQCn �? t9 I 5 4' "' Q M i N >- O tn� O o: Z N� Y "O n N 4 ¢ o mcnnti o Q N ,,� ¢ ,n o�Q d Q cn r Q��F!)MtA 0 1- Zit m- m I rr x O++ + 3+ _ii W Q M Q �.=toty z d' 0 0 ++ U ++ as O p W p a0 W O m `-'r' $ ZmX Oto m ++ W + + OtrW +++ p O m =��1"• N NI ce N rNZQ NI ." �" > N N 00 .-e-... EX. STORM DRAIN EASEMENT m <- f'� r• z o 0 3e,r'ar W N mv= NNN 13 I 12 I W q C.7f-QQi¢ 'Q +i1 ¢ WWtt:W Qi p U PER DOC. N0 020600182$ �" .� 1 z �-- WQ l �" 2 '- F- '- zvsoo r '¢ a a to+- I i z r o to m cn c� cn in c� N to o: ►- r r `zza Q�Fa- DATED 01/04/2006, O.R. o cn 1 cs Avs �I N V) SIM cern P L £X 8"S - an EX. 8S S8929'48 -E 280.01-18+00--s .. 19+0 6 " 7204. S L -21+010 EX. 8"S "aro o -- 5 - EX. 24'D M /- - 4 - 1 1 5 5 D EX - 3- - --D- LAJ ' � 1 2 4 - om n I n Z n P/L -� II r _ Q W �� T 1 , f u� J a- L J a M -f J 2 jo o � o: o: w $ �' �' 1 t- r` I �` �N I d ccn' n Z cs3 WW �I i oo �W ,� � m r; o Q-�n _ oo W g _t i r Q r cV O 0i O O O N t� n W- \p ao O I JJ 24 a0 II , I --IJ Q •� + Q m +� ¢ t7; +� < as O C7 tOM +�- ~..; Q t0 � O-'JJ� vci ' 18 I 18 c3ri �m `� rn + N r w + o + z a rr"" r� 13. „' `n z+ ` cati+� OZ t7 ~Z I 0 a}t0 tL'.Z{ZNM r -R.J I -i -i N I> N z Mta>.1 + MTO N N 0: Z ACV F-- et O .� O M Q ap Uti ( C l ti Q fn-3-��-J tN Y Na0 OC Q I � 0 cad I 3 ,a I c�i,.� omus.=cv vs o ¢ ¢ r to ¢ Q �r� WW Q © �r oa3� oLn I W 1 {, Or ZLLX sfO F- e�=tn F- rn F-- m .-1 �i W NtD 4 f Q c!3 rA.:tp 031 tpd -1-1 I 1 r X OO c cn �cn YOW--r f O'NM F F-^ Zm7f tDtD I �2 +g cvcv ! v, kII p I +++i QVW+�+ vs � Mao vas'} ti m++ c�cn us zoo:w+++ nm m r �jp_I W NN <tmUZrNN� Z O Oi0 N w r2H ++ ++ 4 rMiit�,F O W tJ QQ � pt0 - I x (� I U FQ-rQ- zwQ `tti �cn I 00 _ 1 U ++�� ' Q QQ oF-'.iaQ rrnc~n 25 w d0 z ! W Vstn oCs1� rn `- NN 3 rt`+ w C? Cnc! aw�c~»vrscrnl 1 z aoQ mr~isr~n V Li twin J I zQam� � ��, � 1 wcnZo 14 15 c N CONULOWER DRIVE���` SEE SEPARATE STREET PLAN (UNIT 10 TR. 6448) www HITE ALDER AVENUE U?Yff (STA. 19+41.52, C.L. - STA. 21+51.52, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 50.00' VERTICAL CURVE 362 UNIT 7 0 362 360 I EX. STORM EASEMENT ELEV Ex I 358 I a- 11+00u-� M EX. 18"D 7 APPR VEO wl ET PLA 356 ----------- --- 44. 350 IS11NG UNIT wi TOP OF CURB 354 UN' 17 PA 352 W Q SEE SEPARATE STREET 358 352 356 PLAN (UNIT 7 TR. 6448) 354 & 7 APPRO D L 350 17 o_ 15 348 C)U i 3461$ z 346 360 rn STA. 12+28.11, F.L. 346 � Q.0 358 J > 356 ,� STANDARD OR APPROVED EQUAL. a0 FURNISH & INSTALL STREET UGHT-9500 LUMEN PER M Iters M o - 354 � m Z M v M 352 A M M W W a W 350 of M N 348 ZXm'00 '... STA. 13+67.54, 15.00LT. 34618 w tp', IGO LH W CIS O' 362 .W 360 W W 358 O ca N ^ �? rn Z F� oN O mtne FCV 356 + - CJ Z 4 m 354 W cj w Z 352 Z 350 . "palw9rim"YEINE 348 M 0 moi+ W t9t + <L Z_QO' Q + J-" X18 r r Z N O U6`10+i TAHAMA WAY SEE SEPARATE STREET PLAN (UNIT 4 TR. 6448) 1 1 I 11 1 ! I30'B le I ! UNIT 4 1� I 3 iFf I^ II L. _ - - --1- . r � = -EX. 18"D 14+0 D �_ 15+00-D-- cn coWG 19 r� mo v UNM 4 o'R ---J air mM 0,Q no !k - � ""io i mg u . ui - - - - - o mus ml•- 30' I 30 ri- .- -0 Zt1'- mom[ O d OUZ NN Z V 1 v� �� �UZ �r �O Z � Q 16 r4 m -O, lC.Y-- rr Co 00 j 00 ck Q t=01"' dQ 20 Z r TR = UNIT 7 0 362 200 1 m DRAIN I EX. STORM EASEMENT ELEV PER DOC. NO. 0206001828, I `DATED 01/04/2006, -- - - I a- 11+00u-� M EX. 18"D 7 APPR VEO °O EX. 8"S ET PLA BC ----------- --- 44. 350 IS11NG UNIT 348 TOP OF CURB mLj o UN' 17 PA ! W Q SEE SEPARATE STREET 358 352 356 PLAN (UNIT 7 TR. 6448) 354 & 7 APPRO D L m 17 o_ 15 EX. C)U i � z 346 22 rn TAHAMA WAY SEE SEPARATE STREET PLAN (UNIT 4 TR. 6448) 1 1 I 11 1 ! I30'B le I ! UNIT 4 1� I 3 iFf I^ II L. _ - - --1- . r � = -EX. 18"D 14+0 D �_ 15+00-D-- cn coWG 19 r� mo v UNM 4 o'R ---J air mM 0,Q no !k - � ""io i mg u . ui - - - - - o mus ml•- 30' I 30 ri- .- -0 Zt1'- mom[ O d OUZ NN Z V 1 v� �� �UZ �r �O Z � Q 16 r4 m -O, lC.Y-- rr Co 00 j 00 ck Q t=01"' dQ 20 Z r TR = 362 362 360 UNIT 10 358 ELEV 356 END VERTICAL CURVE 354 0 TION OF ST 352 7 APPR VEO N d ET PLA BC ----------- --- 44. 350 IS11NG UNIT 348 TOP OF CURB 346 22 a NO 360 FINISH CONCRETE 358 352 356 PA 354 & 7 APPRO D L 352 _ 350 EX. 348 i � EXISTING 346 22 rn 19 -- - - - ---- -20 21 � 362 EXISI7NG UNIT 10 360 ELEV ELEVATION EVC END VERTICAL CURVE BCR ci POINT OF INTERSECTION ECR N d POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC E IS11NG UNIT 10 1�2 TOP OF CURB M POINT OF INTERSECTION TP a NO 354 FINISH CONCRETE P.O.C. 352 TOP OF MANHOLE PA O M -------- o ON OFEAST tLINE STORM DRAIN MANHOLE EX. P R UNITS � EXISTING UNI 10 .� rn STA. 12+28.11, F.L. 346 � Q.0 22 J > -4 ,� STANDARD OR APPROVED EQUAL. a0 FURNISH & INSTALL STREET UGHT-9500 LUMEN PER M Iters M o - ,� �M � m Z M v M }(� at= A M M W W a W 0s tD of M N of M� ZXm'00 '... STA. 13+67.54, 15.00LT. O d w tp', IGO LH W CIS O' c; .W tit W W zXTr 1ai O N ^ �? rn Z F� oN O mtne FCV - Ws + - CJ Z 4 m m W w Z aM- OW Z - . "palw9rim"YEINE W M 0 moi+ W t9t + <L Z_QO' Q + J-" PROPOS m r r Z N O U6`10+i + + t'.t fL' + Q p > . V m Vs mtaass r �Z ! M 0 Z■ m 5 m Q V m tV W m CV .(ypJ � W M zmXl m i c~is rn O Of tC N I I� 4i H CZ-9►O' Q N r 2 + I!i 21 m + RE W r ¢ � r (n Z� OU IIn +cyl m Z V) ch rn < p cv ¢ v N W L3 a > U o m U ror RUNE M -'t +W /-PORTION ------ WEST F OWLINE --------- - ----- S=- QO > c� d tris o a � a uj W �W= P - --- ------- P S R UNI t BEET FUN o PRO D p OPOSED ST FLO NE -P =SOUTH 6 DWUNE .............. -------- --- ---- - ---------- PLAN - --------' =-0.25 ___1_S= -G24% PROPOSED CEN S N r N¢ tj � > tQiQix 0-59% STRTS 6 EET EET P -- -- o immmmi m W � - 0.59% � S 3=0. la N m 0- V) V) m N LLI _ CENN td- O - -- ----co - - -S l � RU�NEUND OWLINE FIER UNIT - ER UNIT E STING OUND z vsz a usa ARP �D TREET AN 4 A EJkN . 350. 3 A ELEV. 350.38 MENEM PLAN 19 -- - - - ---- -20 21 19 20 21 50.00' VERTICAL CURVE M J r` + r P F S � 362 EXISI7NG UNIT 10 360 ELEV ELEVATION EVC END VERTICAL CURVE BCR ci POINT OF INTERSECTION ECR N d POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC o TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT NO 354 FINISH CONCRETE P.O.C. 352 TOP OF MANHOLE PA O M -------- 350 ON OFEAST tLINE STORM DRAIN MANHOLE EX. P R UNITS � EXISTING UNI 10 .� rn STA. 12+28.11, F.L. 346 � a 22 Q > -4 y� STANDARD OR APPROVED EQUAL. -ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER M Iters M o - ,� �M � ,on M Z M v M }(� at= A M STA. 13+71.68, C.L. W W a � 0s tD of M N of M� ZXm'00 '... STA. 13+67.54, 15.00LT. O d I} tp', tp' LH W CIS O' lW W W zXTr 1ai r� N ^ �? rn Z F� oN • X - Ws �- - CJ t -7t0 .} + + m a0 + w Z aM- OW Z - . "palw9rim"YEINE W Z ta.W, m Wit moi+ W t9t + Z_QO' Q + J-" PROPOS m r r Z N d + + t'.t fL' + _ m O rrn ui V m Vs mtaass r taJ M 0 Z■ OWLINE m + m tV W Oi . Q 1z m i c~is rn O Of tC N I I� 4i W N r CD0 (n m N ¢ � r (n Z� OU IIn +cyl o ch rn < p O PORTIO OF CEN RUNE M -'t +W co rmL'W� + 0 ------ -------- --------- - ----- S=- QO crn S=0.2 % - --- -- ----5-4 --------- 61 % ---- - --- ------- PR S=-0.2 TH FLO NE = +W 0 -P =SOUTH NOMEEF, DWUNE v� STREET PLAN - U gra l ___1_S= -G24% PROPOSED CEN UNE N r N¢ tj � > tQiQix 0-59% STRTS 6 EET EET P It U Q zaj W� -- I= immmmi m W � - �m la N m 0- V) V) m N LLI _ .61 %lxc td- O - -- ----co - - -S POR11 F OWLINE FIER UNIT - ER UNIT E STING OUND z vsz a usa ARP ROVED TREET AN 4 A EJkN . 350. 3 A ELEV. 350.38 MENEM PLAN ---- i - ----- - -- - ---- -� -0.25 l co D I I j ELEV. 350.33 S=O. S=0.142 --- f col � t__ 19 20 21 50.00' VERTICAL CURVE M J r` + r P F S ABBREVIATIONS FLOWUNE POVC 362 EXISI7NG UNIT 10 360 ELEV ELEVATION EVC END VERTICAL CURVE BCR ci POINT OF INTERSECTION ECR 358 POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC 356 �7 TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT NO 354 FINISH CONCRETE P.O.C. 352 TOP OF MANHOLE PA % -------- 350 ON OFEAST tLINE STORM DRAIN MANHOLE EX. P R UNITS � EET PLA cn Q rn STA. 12+28.11, F.L. 346 � a 22 Q ao LEGEND: FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE EXISI7NG UNIT 10 BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR ci 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 NO OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. N STORM DRAIN MANHOLE EX. .'= CURB AND GUTTER o rn cn Q rn STA. 12+28.11, F.L. -+�- � a EXISTING STREET NAME SIGN Q ao FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. y� STANDARD OR APPROVED EQUAL. -ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER M Iters M Zi - W W - ,� �M Q ,on M Z M v M }(� at= A M STA. 13+71.68, C.L. W W a 4 mar 0s tD of M N of M� ZXm'00 '... STA. 13+67.54, 15.00LT. O d I} tp', tp' LH W CIS O' lW W W zXTr 1ai W N ^ �? rn Z F� oN • X - Ws �- - CJ t -7t0 .} + + m a0 + ��t.: + W m aM- OW Z - . "palw9rim"YEINE W Z ta.W, m Wit W t9t + Z_QO' Q + J-" PROPOS m r r Z N - + t'.t fL' + _ m O rrn ui V m Vs taJ M 0 Z■ OWLINE ' Nzo W Oi . Q 1z m i c~is rn O Of tC N I I� 4i O �F) W. 0 <1 tayy0�� > CD0 (n m N 13 (n Z� OU IIn +cyl ch rn O p O r m 0 -CD O M -'t +W co rmL'W� + 0 ------ -------- --------- - ----- S=- QO S=0.2 % - --- -- ----5-4 --------- 61 % ---- - --- ------- PR S=-0.2 TH FLO NE = +W 0 -P =SOUTH NOMEEF, DWUNE v� dr Z �c� r ti U gra �� EXISTTN GROU ci EXISTING N r N¢ tj � > tQiQix NO d> > It U Q zaj W� -- I= immmmi m W � - �m la N m 0- V) V) m N LLI _ .61 %lxc td- O - rO la.! N OF SOU FLOWUN POR11 F OWLINE FIER UNIT ER UNIT 7 APPR D z z vsz a usa ARP ROVED TREET AN 4 A EJkN . 350. 3 A ELEV. 350.38 MENEM PLAN ---- i - ----- - -- - ---- -� -0.25 l co - j ELEV. 350.33 S=O. S=0.142 --- f col � t__ PER UNIT 10 APPROVE STR ET PLAN 1 �� : �� -� LEGEND: FL ABBREVIATIONS FLOWUNE 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 NO OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER 0Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT STA. 12+28.11, F.L. -+�- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -►- EXISTING STREET NAME SIGN Q �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. y� STANDARD OR APPROVED EQUAL. -ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER M C.O.B. STD. ST -14. Zi - W W - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 19 20 21 LEGEND (CONT.): R1-1 FURNISH -& INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "R1-1- - STOP "S5-2" - END SCHOOL ZONE -R6-1" - ONE WAY EXISTINC "R5-1' - DO NOT ENTER " " - END L1 "WI4-1* END "R26(CA)- - NO PARKING "Wi4-1" - 101.03' NO -R3 -5R' - RIGHT TURN ONLY - NO OUTLET cc to "W14-2 "R4-7" - KEEP RIGHT wl-7" - DOUBLE ARROW tL2 L3 -RB1(CA)" - BIKE LANE -W1-6" - SINGLE ARROW 210.01' "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW - - D NEW STORM DRAIN UNE - REFER TO SEWER 3[] AND STORM DRAIN PLAN Mal NEW CATCH BASIN - REFER TO SEWER AND STORM UNI DRAIN PLAN NO EXISTING CATCH BASIN - - D EXISTING STORM DRAIN LINE cn V s EXISTING SEWER LINE 0 EXISTING STORM DRAIN MANHOLE s EXISTING SEWER MANHOLE lc EXISTING SEWER CLEANOUT PHASE BOUNDARY V) N LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. j� N CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS YI PER C.O.B. STD. ST -4. O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE FLOWLINE STATION - SEE TABLE PIPE SIZE UTILITY S=SEWER D=DRAIN SECTION .DESIGNATION: SECTION LETTER 2 SHEET' WERE SECTION IS SHOVM 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 zW4}Q�IQ- U ,'.>.- vrr ZZ'zrr Om•�*"rn W cc) CID w w taJV)V) OW.ZZ u? (nV> ++ �� a rr FAWN LILY LANE D �y ? �� SEE SHEET 3 BOTTLEBRUSH DRIVE (STA. 12+16.68, C.L - STA. 13+71.68, G.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED WI w� 11 12 13 14 362 360 358 356 354 352 350 348 15346 UNE TABLE RADIUS LENGTH TANGENT LUNE EXISTINC UNIT 7 L1 N005521'E 101.03' 90 25'09" cc to 0 tL2 L3 Dcn 210.01' L4 --- 155.OD' 3[] B.C. STA. 20+04.02, 12.00RT. EXISTING UNI r 7tn t7 NO STA. 20+24.90, F.L. Ito 2 to M M C63 to �• > cn V - C) � W m M M O - ICL O STA. 12+18.45, 18.00RT. STA. 12+20.16, F.L. ® M STA. 12+25.59, 15.0ORT. STA. 12+28.11, F.L. ® E.C. STA. 12+32.74, 12.0ORT. STA. 12+36.06, F.L. Q B.C.R. gym = WW Q �-- M y� WL. W M d M 2 Zi - W W STA. 13+33.88, 15.0ORT. LJ Q E.C. STA. 13+41.02, 1&OORT. STA. 13+45.96, F.L. }(� at= j STA. 13+71.68, C.L. W W a 4 mar B.C. >Q N W W ZXm'00 '... STA. 13+67.54, 15.00LT. O d I} tp', tp' lam CIS O' zXTr 1ai L�i>t N ^ �? rn Z F� oN • X - Ws �- - CJ t -7t0 .} + + m a0 + V + m=ca ��t.: + W m aM- OW Z W . "palw9rim"YEINE r Q r r + Z_QO' Q + J-" PROPOS m r r Z N g+ + t'.t fL' + m O rrn ui V m Vs taJ PORTION 0 NORTH OWLINE ' Nzo N . � w c~is f I I� 4i crn m N 13 STREET P ------- ------ -------- --------- - ----- S=- 25% S=0.2 % - --- -- ----5-4 --------- 61 % ---- - --- ------- PR S=-0.2 TH FLO NE 0 -P =SOUTH NOMEEF, DWUNE -------- dr N-314111 IN EXISTTN GROU 12 WIDE EXISTING 3UTTER mom, -- I= immmmi 0 CEN RUNE CD V CROSS - - - - 5--1.01 0.51x =0• --- _ .61 %lxc PORTION 01 NORTH ORT10N OF SOU FLOWUN POR11 F OWLINE FIER UNIT ER UNIT 7 APPR D z z ARP ROVED TREET AN 4 A EJkN . 350. 3 A ELEV. 350.38 MENEM PLAN MEN ME 1 2 j ELEV. 350.33 11 12 13 14 362 360 358 356 354 352 350 348 15346 11 12 13 14 362 360 1358 1356 1354 352 350 348 _15346 - UNE TABLE RADIUS LENGTH TANGENT LUNE EXISTINC UNIT 7 L1 N005521'E 101.03' 90 25'09" SB929'48"E 280.01' tL2 L3 NOO 55'21 "E 210.01' L4 S89.2948"E 155.OD' 3[] B.C. STA. 20+04.02, 12.00RT. STA. 20+16.95, F.L. ® 120 IG STA. 20+24.90, F.L. Q UNIT BOUNDARY STA. 21+51.52, C.L. - BOTTLEBRUSH DRIVE � W m M M O - ICL O STA. 12+18.45, 18.00RT. STA. 12+20.16, F.L. ® M STA. 12+25.59, 15.0ORT. STA. 12+28.11, F.L. ® E.C. STA. 12+32.74, 12.0ORT. STA. 12+36.06, F.L. Q B.C.R. gym = WW Q �-- M LA W WL. W J W W 2 Zi - W W STA. 13+33.88, 15.0ORT. LJ Q E.C. STA. 13+41.02, 1&OORT. STA. 13+45.96, F.L. ® UNIT BOUNDARY STA. 13+71.68, C.L. - Q B.C. STA. 13+60.40, I&OOLT. STA. 13+62.02, F.L. ® ZXm'00 '... STA. 13+67.54, 15.00LT. O d I} tp', tp' lam CIS O' = W NC14W) mUZI- N te;J W.] N + 1.� Ej + CJ t -7t0 .} + + m a0 + ME "palw9rim"YEINE r Q r r + d m O rrn ui V m Vs taJ cA W Vi f I I� 4i crn 13 PR TH FLO NE 0 -P =SOUTH NOMEEF, DWUNE -------- dr N-314111 IN - mom, -- I= immmmi ------- ---- --------- - - - - 5--1.01 0.51x =0• --- _ .61 %lxc ---- S .25 = 0.25% ORT10N OF SOU FLOWUN POR11 N OF S TH FLO NE ER UNIT 7 APPR D z 4 A EJkN . 350. 3 A ELEV. 350.38 MENEM PLAN MEN ME 1 2 j ELEV. 350.33 11 12 13 14 362 360 1358 1356 1354 352 350 348 _15346 - 364 362 360 358 356 354 352 350 348 11 12 3/4 A ELEV. 350.29 I 13 1/4 A Et". 350.28 14 153 49 CONSTRUCTION NOTES: NOTES: CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 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 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 3 EXISTING CURB & GUTTER AND SIDEWALK CONSTRUCTED WITH UNIT 10. OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. (D TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEWER CLEANOUT TO FINISHED GRADE. ©REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7� TYPICAL POP -OUT - SEE DETAIL ON SHEET 3. �8 TYPICAL CORNER - SEE DETAIL ON SHEET 3. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. UNE TABLE RADIUS LENGTH TANGENT LUNE EXISTINC UNIT 7 L1 N005521'E 101.03' 90 25'09" SB929'48"E 280.01' tL2 L3 NOO 55'21 "E 210.01' L4 S89.2948"E 155.OD' 3[] B.C. STA. 20+04.02, 12.00RT. STA. 20+16.95, F.L. ® 120 IG STA. 20+24.90, F.L. Q UNIT BOUNDARY STA. 21+51.52, C.L. - BOTTLEBRUSH DRIVE � W m M M O - ICL O STA. 12+18.45, 18.00RT. STA. 12+20.16, F.L. ® M STA. 12+25.59, 15.0ORT. STA. 12+28.11, F.L. ® E.C. STA. 12+32.74, 12.0ORT. STA. 12+36.06, F.L. Q B.C.R. gym = WW Q �-- M LA W WL. W J W W 2 Zi - W W STA. 13+33.88, 15.0ORT. LJ Q E.C. STA. 13+41.02, 1&OORT. STA. 13+45.96, F.L. ® UNIT BOUNDARY STA. 13+71.68, C.L. - Q B.C. STA. 13+60.40, I&OOLT. STA. 13+62.02, F.L. ® ZXm'00 '... STA. 13+67.54, 15.00LT. O d I} tp', tp' STA. 13+74.88, F.L. CIS O' = W NC14W) mUZI- N te;J W.] N + 1.� Ej + CJ t -7t0 .} + + m a0 + r Q r r + d m O rrn ui V m Vs taJ cA W Vi f I I� 4i crn PR TH FLO NE -P =SOUTH DWUNE -------- S=-0.2 % - -- --- ------- ---- --------- - - - - 5--1.01 0.51x =0• --- _ .61 %lxc ---- S .25 = 0.25% ORT10N OF SOU FLOWUN POR11 N OF S TH FLO NE ER UNIT 7 APPR D z 4 A EJkN . 350. 3 A ELEV. 350.38 STREEr PLAN i 2 A ELEV. 30.39 1 2 j ELEV. 350.33 364 362 360 358 356 354 352 350 348 11 12 3/4 A ELEV. 350.29 I 13 1/4 A Et". 350.28 14 153 49 CONSTRUCTION NOTES: NOTES: CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 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 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 3 EXISTING CURB & GUTTER AND SIDEWALK CONSTRUCTED WITH UNIT 10. OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. (D TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEWER CLEANOUT TO FINISHED GRADE. ©REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7� TYPICAL POP -OUT - SEE DETAIL ON SHEET 3. �8 TYPICAL CORNER - SEE DETAIL ON SHEET 3. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CURVE TABLE UNE TABLE RADIUS LENGTH TANGENT LUNE BEAFM L8407H L1 N005521'E 101.03' 90 25'09" SB929'48"E 280.01' tL2 L3 NOO 55'21 "E 210.01' L4 S89.2948"E 155.OD' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 10.00' 7.95' 4.20' 45'34'23" 2 25.00' 39.45' 25.18' 90 25'09" 3 25.00' 39.09' 24.82' 89'3451" DIG AT ERT Call: TOLL FREE 1-800-227-2600 j AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �wfmww 'ms 31311,592 0) M F- M O Z co U O qt Zu W U STA110NING TABLE 10 O REF. NO.1 DESCRIPTION C.L. STATION F.L. STATION WHITE ALDER AVENUE Q P.R.C. STA. 19+81.88, 15.00RT. STA. 19+94.00, F.L. Q E.C. STA, 19+89.02, 12.0ORT. STA. 20+01.95, F.L. 3[] B.C. STA. 20+04.02, 12.00RT. STA. 20+16.95, F.L. ® P.R.C. STA. 20+11.16, 15.OURT. STA. 20+24.90, F.L. Q UNIT BOUNDARY STA. 21+51.52, C.L. - BOTTLEBRUSH DRIVE � ® UNIT BOUNDARY STA. 12+16.68, C.L. - © B.C. STA. 12+18.45, 18.00RT. STA. 12+20.16, F.L. ® P.R.C. STA. 12+25.59, 15.0ORT. STA. 12+28.11, F.L. ® E.C. STA. 12+32.74, 12.0ORT. STA. 12+36.06, F.L. Q B.C.R. STA. 12+42.74, 12.0ORT. STA. 12+46.06, F.L. 11 B.C. STA. 13+26.74, 12.00RT. STA. 13+30.06, F.L. 2 P.R.C. STA. 13+33.88, 15.0ORT. STA. 13+38.01, F.L. Q E.C. STA. 13+41.02, 1&OORT. STA. 13+45.96, F.L. ® UNIT BOUNDARY STA. 13+71.68, C.L. - Q B.C. STA. 13+60.40, I&OOLT. STA. 13+62.02, F.L. ® P.R.C. STA. 13+67.54, 15.00LT. STA. 13+69.97, F.L. 1�7 UNIT BOUNDARY STA. 13+71.68, 12.46LT. STA. 13+74.88, F.L. DIG AT ERT Call: TOLL FREE 1-800-227-2600 j AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �wfmww 'ms 31311,592 0) M F- M O Z co U O qt Zu W U oMOD O 10 O 00 WQ Nw Q m u � L � C-4 , Q Mm > U O CJ 0 40 U M = f" . � C> 1-- � >ZQm vV wzn . <MW Oa�r�d. O C...� Z UW 0 3 .j Wa wuj cam( 90 CID b � 04