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Home My WebLink About1.1-7299 Ph 3 Record DrawingASPHALT CONCRETE PAVING NOTES: 1. 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. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS 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 SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE 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 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. B. THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF 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 TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT PAVING 0P BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED OPERATIONS N SHALL 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 SRALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR RAS 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. 15. 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. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE. SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, S. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL UNITS 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 CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD NOTES 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: ST -1, ST -2, 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 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE 020' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 050' 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 BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED OO EXISTING 5. T INSTALL TRAFFIC CONTROL SIGNS }f- INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL 1 ON SHEET 7. -a- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET UGHTS 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 5.0' 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 4 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 PROF 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 ("GREENSOOK"). 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 NTH 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 PERCITYSTANDARD 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 "THIN 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 CONTRACTOR'S 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 (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A 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. 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE NTH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CIN OF BAKERSFIELD LED STREET UGHTING SPECIFICATIONS. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATION NTH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS SEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACIUTIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING B.C. AND/OR UPGRADING AS PER CITY ENGINEER. E.C. 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREIN. 26. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 29. UNITS 3, 4, 5, & 7 ARE TO BE ALL CONSTRUCTED SIMULTANEOUSLY AND A TEMPORARY TYPE III CALTRANS BARRICADE WILL BE INSTALLED AT UNIT 6 BOUNDARY AND BE REMOVED WITH THE FUTURE CONNECTION ALONG BARBON BECK AVENUE. 30 ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTIUTIES, INCLUDING ALL NON-UTIUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE VICINITY MAP NO SCALE LIST OF MATERIALS CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE TRACT 7299 PROJECT STOCKDALE UNIT 3 - 6.80 o T. 30 S:, R. 26 E. y�Cy - 7.34 Q UNIT 5 �qf ACRES UNIT 6 - 11.36 ACRES UNIT 7 0 ACRES 269 1,382 SUBGRADE PREPARATION 2 PROJECT S 370 183 0 337 1,727 CONCRETE PARKING SUBGRADE CUYD i4000 170 119 308 92 906 CONCRETE PARKING AREA SOFT 11,732 9,161 6,426 MING AVENUE 48,942 6" CURB & GUTTER LF 184 404 99 346 567 1,600 If LF 1,544 % � 2,168 rt 6,427 � P y 11 2 12,140 rc P DRIVEWAY z 3,588 3,432 2,184 4,212 2,028 15,444 a iL EA � "o 0 a irt. mra 12 STANDARD STREET NAME SIGNS .� 2 2 WHITE LANE 5 5 13 5800 LUMEN STREET LIGHTS EA. 2 3 1 4 2 12 MONUMENT ENCASEMENTS EA. z 2 5 7 5 24 w J LF 89 0 14 13 1,264 m 4,027 UN 1'T5 4-5"7 UNl7 THERN PACIFIC RAILROAD VICINITY MAP NO SCALE LIST OF MATERIALS CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE TRACT 7299 PROJECT AREA: 32.11 ACRES UNIT 3 - 6.80 ACRES UNIT 4 - 7.34 ACRES UNIT 5 - 2.63 ACRES UNIT 6 - 11.36 ACRES UNIT 7 - 3.98 ACRES UNITS 3-7 MING AVENUE, HIGHGATE PARK BOULEVARD, AND UNITS 1 & 2 STREET PLANS HAVE BEEN APPROVED AND ARE CONSTRUCTED. MING AVENUE --- - - - - _ ---- PROJECT MAP SCALE: 1"=200' ® SHEET NO. INDEX ITEM UNIT PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 TOTAL A.C. PAVING TONS 260 290 143 395 264 1,352 CL. it AGG. BASE CUYD 265 297 147 404 269 1,382 SUBGRADE PREPARATION CUYD 332 370 183 505 337 1,727 CONCRETE PARKING SUBGRADE CUYD 217 170 119 308 92 906 CONCRETE PARKING AREA SOFT 11,732 9,161 6,426 16,665 4,958 48,942 6" CURB & GUTTER LF 184 404 99 346 567 1,600 6" CURB LF 1,544 1,212 852 2,168 651 6,427 SIDEWALK SOFT 8,378 8,034 4,620 12,140 5,870 39,042 DRIVEWAY SOFT 3,588 3,432 2,184 4,212 2,028 15,444 HANDICAP RAMPS EA 2 4 0 4 2 12 STANDARD STREET NAME SIGNS EA. 2 2 1 5 3 13 5800 LUMEN STREET LIGHTS EA. 2 3 1 4 2 12 MONUMENT ENCASEMENTS EA. '5 2 5 7 5 24 LOCAL STREETS LF 89 0 765 464 1,264 644 4,027 LEGEND: ABBREVIATIONS FL A ON NE P.O.V.C. POINT ON VERTICAL CURVE CL CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE R. BEGIN CURB RETURN PI POINT OF INTERSECTION R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE END CURVE T.C. TOP OF CURB �C. POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE C. POINT ON CURVE R/W RIGHT--OF-WAY I_ PROPERTY UNE A.P. ANGLE POINT '. EDGE OF PAVBAENT C&G CURB AND GUTTER .0 FACE OF CURB EX. EXISTING F.L. PARKING AREA FLOW UNE INV. INVERT FURNISH & INSTALL SURVEY MONUMENT PER 008. STD. ST -22. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER COB. STD. T-1. a- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. r FURNISH & INSTALL PRIVATE STREET LIGHT -5800 WMEN "LED" TYPE PER DETAIL "i" ON SHEET 7. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM MOTH DRIVEWAY W/3' WINGS PER C.O.B. SID. ST -7. (UNLESS OTHERMSE NOTED) EX. UNIT (NOT A PART) INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. BARBON BECK AVENUE (STA. 10+00.00 C.L. TO 18+50.00 C.L.) 3. BARBON BECK AVENUE (STA. 18+50.00 C.L. TO 27+69.12 C.L.) 4. EVERTON AVENUE 5. LEIGHFIELD WAY & HIGHGATE GREENS DRIVE 6. FULHAN STREET & MORIFY WAY 7. CUMBRIAN WAY & NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION NATHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED. 3, 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 ENCOUNTERED DURJ, JLJG CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS LE TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. EXP. 6-30-20 Al 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 HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. n APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY:"",.°"'47� STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. N0. 44898 EXP. 3-31-20 04 -I6 -" VIEWED BY: . *71201119 20111 TRAFFIC ENGINEER DATE BASIS OF BEARINGS: U0 0#J THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON LEGEND (CONT.): LEGEND (CONT.): RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION THE BASIS OF BEARING SHOWN HEREON. ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE REFER TO SEWER & STORM DRAIN PLANS FLOWIJNE STATION - SEE TABLE "A" BENCHMARK USED: CONSTRUCT TYPE CATCH BASIN NTH 3.5' OPENING PER NOTE: C.O.B. SID. 0-14, UNLESS NOTED OTHERWISE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE ® CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER PER CALTRANS STANDARD sPECIBCA11oN PTH-02ALKYD. INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. BEING THE NORTHWEST CORNER OF SECTION 12, s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: T.30S., R.26E., © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER A ELEV = 367.96' (NAND 88 DATUM) © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS----- EXISTING SEWER UNE SHEET MERE SECTION IS SHOWN 2 pPEFESS! , ---s EXISTING STORM DRAIN LINE NOTES: Q , - - - - - - -- EASING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN gg No. 56102 m �.. �..�..r. TRACT BOUNDARY PLANS AND DETAILS. 4 + -- - - - - CENTERUNE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. s7. CIVN UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED 4 OFC AUYOP Know whaft below. - _ -- --- CONSTRUCTION uMlrs O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. ®'2 CBII before dig. j �� PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS .f7 X19 you PER C.O.B. STD. D-14, UNLESS NOTED OTHERNSE UN 1'T5 4-5"7 UNl7 _- <' ` 'A=- t CITY RECORDS€ NO: 4 3 4 5 1 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 107' I 9JW0$aW1 9 I DELTA I 25.00' 1 I 90'W OO" I 37.06 I 2 90'W'00" C3 37.00' 1286' 9 1955'11" 10 10.00, 7.95' 11 45'34'23" 12 13 14.95' 7.55' 19'5511' ® ITEM OF WORK - SEE SCHEDULE U Op I REFER TO SEWER & STORM DRAIN PLANS 10. FLOWllNE STATION -SEE TABLE OO p 353.59' CONSTRUCT TYPE °UN CATCH BASIN WITH 3.5' OPENING PER NOTE: E.C.R. rOwJnII 8 1 m+m+m+�mm I} 3353.19' �9 I E.C. II jlti0b10rJtio$aW-9v mmm I P.LV.C. POINT OF INTERSECTION TP TOP OF PAVEMENT 353.13' C.O.B. STD. D-14 WITHOUT WINDS, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA 15+45.62, C.L. 15.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE 353,05 I P.R.C. yZ�` - s I 1 U ala; �z ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. g3 353.23' © \ Jo I �: til til W til 1< c31 c7' aei til 08824 30" of ' Ii • so'' --- EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1 STA 18+72.06, F.O.C. TRACT BOUNDARY PLANS AND DETAILS. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. `J 353.45' J UNIT BOUNDARY STA 14+0&90, C.L. 1&W RT. m GGG 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 107' I UNI -If 6 I DELTA I 25.00' � I 90'W OO" I 37.06 I 6 90'W'00" C3 37.00' 1286' 9 1955'11" 10 10.00, 7.95' 11 45'34'23" 12 13 14.95' 7.55' 19'5511' ® ITEM OF WORK - SEE SCHEDULE U Op I REFER TO SEWER & STORM DRAIN PLANS 10. FLOWllNE STATION -SEE TABLE OO p BEGIN CURB RETURN PI POINT OF INTERSECTION 353.59' CONSTRUCT TYPE °UN CATCH BASIN WITH 3.5' OPENING PER NOTE: E.C.R. I 7 I 8 1 m+m+m+�mm I} 3353.19' �9 I E.C. 1 II 1 mmm I P.LV.C. POINT OF INTERSECTION TP TOP OF PAVEMENT 353.13' C.O.B. STD. D-14 WITHOUT WINDS, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA 15+45.62, C.L. 15.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE 353,05 I P.R.C. I yZ�` - s I 1 U ala; PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. g3 353.23' © \ Jo I �: til til W til 1< c31 c7' aei til m UI R of ' UI FURNISH & INSTALL STREET SIGN PER C.O.B. Sm. T-1. ---- --- EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1 STA 18+72.06, F.O.C. TRACT BOUNDARY PLANS AND DETAILS. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA 14+09.16, F.O.C. 353.45' J UNIT BOUNDARY STA 14+0&90, C.L. 1&W RT. _ - 40' 20' 0' 40' 80' FURNISH & INSTALL PRIVATE STREET LICIT -5860 LUMEN "LED" h�Q�o4pOFE�6S�y9 OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED (PRIVATE STREET) TYPE PER DETAIL °1° ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER '} NI NI '- CONSTRUCTION UMITS �LLy v)I NI UU �I ' NI} aNm -I ml QN �1 a SI PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 013+ BOO ml + NI 3+ +1 + weS +I 3+ w d P/L od d d o odHw od and zrr 3 F y N 2 S W d N WWW r d N ONN N w .. C5 11+00 -- _:-N89'46'S5"W 268.90' 12+DO 1-._ _ _ _. 3..` _ _ _:_ 13+00 4 . N89'46'55°W 280.00' 14+00 _--------- -_WERs -_ - _110 ___ 6 s C4 s--_ q Ct 3 s C�- s 6 N w � &C./END C&G F.L/ I U 1 11 r J I w0 l7' 'R Zv r 1 A. U 3 a I " M STA 15+67.76 C.L. 1200 LL = 6 7 8 J m f 7' STA 15+67.76 F.L. w o � z JLL w w ST0. 15+59.65 F.O.0 N m JJo Tim oo K U W _ J C IO + 1LL O �� Id + LL,ri,rio +++ icai yQ� .Q++ ^r= a�WW ZO n -INyN� r - nl In >+"aa� WWWd1 4 3+ rl dmm a 5 ml a < a v il-I- 1 wl+ 1+ 3+ +1 ' 1+ I Imo^' �� /� 5 'mvlm 10 3 C4 oa r >rr oa rl< IP/L �A[)rt�l 11 13 6 +W .04 GRAN 12 16+W -.__._ ._._ 5 6 8 9 ti d 4 8 U 4 8 0 Q N P/L 14 2 x x w 3 W7' 25 26 a O Oa H (JILL ! li7 i U1LL N � �a LLO O O mm I M 1 10 TT j f N df N P K� Imr m JJo z I JJo U c� UWILL nn I I o'a LL ULLLL }UW m JJo JJ J z ! Ow�m ++ I I' ' U' �Om Q0N K (JILL ILL (JILL 27 112' 12'I _ rom cin oo woo zoo •V ++OOKda NNN 200 -� ww <_� 'W Fw0 ,112 12 I. 1 lO v N++ 18' til -I- o. +++ w lz NNOwm 1 Wmw 002 nnh}1 �y< 13 SIS ` FFd 2 YY,It NYJ wi i3C) 3S J W.W i m yNN JwN U HFIa- UFF �HH 1 5 i W wwln min In wm MOTLEY6 BARBON BECK AVENUE aiWAY SEE SHEETTB SEEEESHEET ET 7 (PRIVATE STREET) (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1 21 _ 489'46'55°W 301.10' 18+00 _ � P/L Q N 16 I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'W OO" C2 37.06 58.17 37.00' 90'W'00" C3 37.00' 1286' 6.56 1955'11" C4 10.00, 7.95' 4.20' 45'34'23" C5 43.00, 14.95' 7.55' 19'5511' -__.. T - 1 _._.._-_� M ! LL o i �I_m. _.___ - t9 y>I IJi. � W � II 0 W - W M > } \f,•'J M M : � Z > i � �... j W J J J m m [� O m W 1 J W yJj w �' yl W m O t W W W o m !. �i `�' o w W w m. 3 g W o w m -W z o C5 c o `rol' �+ j �+ o� _ m + - j rca m Upd +N+ -.. *iZ5 wW III WbWII UweW z' WSW m�W I �W Immm w a7' my o Jia4- 3 L--__.. __% '- •_.___.._ 3=`625%_ �� _. - -_- UW rt- _. I .... ____ 1- :_ w -._- !-- �- i rc 11 PROPOSED SOUTH FLOWUNE { ¢ ! M -- ---�- --- - - - - --- - - --- --- - - {I s a3ox I I IWI I PRa O SW 01WJNE f PROPO�ED SOUTH FLOWLNE FL cr ! } I i r , p I A4.nn 114 -nn 19+nn 114 -nn 1 a4.nn 154 nn 194.nn 174.nn 1R4 nn �1m IGT �1w IU+ � lin �jNn 17 m JJo I SCALE: 1" = 40' HORIZONTAL \ U P.R.C. STA 10+2214, GL 15.00 RT SCALE 1" = 4' VERTICAL LEGEND: J JJo I I I � off:° STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ' I LL tiWo 354.33' ® B.C. CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE U Op I REFER TO SEWER & STORM DRAIN PLANS 10. FLOWllNE STATION -SEE TABLE OO p BEGIN CURB RETURN PI POINT OF INTERSECTION 353.59' CONSTRUCT TYPE °UN CATCH BASIN WITH 3.5' OPENING PER NOTE: E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 353.64' 19118'Z TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT SEE CNG m+m+m+�mm BEGIN CURVE P.C.C. PONT 0.< COMPOUND CURVATURE 3353.19' �9 & PA STRIPING & MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER mmm I P.LV.C. POINT OF INTERSECTION TP TOP OF PAVEMENT 353.13' C.O.B. STD. D-14 WITHOUT WINDS, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA 15+45.62, C.L. 15.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE 353,05 P.R.C. P.O.C. yZ�` - s I 1 U ala; PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING 353.23' © \ P.A.F.L I © I I W Inmw 1< EXISTING SEWER UNE SCALE: 1" = 40' m ��y NOTES: + FURNISH & INSTALL STREET SIGN PER C.O.B. Sm. T-1. ---- --- EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1 STA 18+72.06, F.O.C. TRACT BOUNDARY PLANS AND DETAILS. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA 14+09.16, F.O.C. 353.45' 0.20' "B" UNIT BOUNDARY STA 14+0&90, C.L. 1&W RT. _ - 40' 20' 0' 40' 80' FURNISH & INSTALL PRIVATE STREET LICIT -5860 LUMEN "LED" h�Q�o4pOFE�6S�y9 -__.. T - 1 _._.._-_� M ! LL o i �I_m. _.___ - t9 y>I IJi. � W � II 0 W - W M > } \f,•'J M M : � Z > i � �... j W J J J m m [� O m W 1 J W yJj w �' yl W m O t W W W o m !. �i `�' o w W w m. 3 g W o w m -W z o C5 c o `rol' �+ j �+ o� _ m + - j rca m Upd +N+ -.. *iZ5 wW III WbWII UweW z' WSW m�W I �W Immm w a7' my o Jia4- 3 L--__.. __% '- •_.___.._ 3=`625%_ �� _. - -_- UW rt- _. I .... ____ 1- :_ w -._- !-- �- i rc 11 PROPOSED SOUTH FLOWUNE { ¢ ! M -- ---�- --- - - - - --- - - --- --- - - {I s a3ox I I IWI I PRa O SW 01WJNE f PROPO�ED SOUTH FLOWLNE FL cr ! } I i r , p I A4.nn 114 -nn 19+nn 114 -nn 1 a4.nn 154 nn 194.nn 174.nn 1R4 nn CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 12 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 12 CONSTRUCT STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DE O9 CONSTRUCT TYPICAL STREET BULGE - SEE DEL 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 1 7' F.O.C. STATIONING (STA. 10+00.00 C.L. TO 18+50.00 C.L.) 17 REF. NO. DESCRIPTION C.L. STATION SCALE: 1" = 40' HORIZONTAL T.C. ELEV. 1� P.R.C. STA 10+2214, GL 15.00 RT SCALE 1" = 4' VERTICAL LEGEND: LEGEND (CONT,) LEGEND (CONTJ: STA 10+29.28, C.L. 1&00 RT ABBREVIATIONS --- V STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE 354.33' ® B.C. CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE 353.89' REFER TO SEWER & STORM DRAIN PLANS 10. FLOWllNE STATION -SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 353.59' CONSTRUCT TYPE °UN CATCH BASIN WITH 3.5' OPENING PER NOTE: E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 353.64' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT SEE CNG B.C. BEGIN CURVE P.C.C. PONT 0.< COMPOUND CURVATURE 3353.19' �9 & PA STRIPING & MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NS STENT PER CALTRANS STANDARD SPECIFICATION PTH-02ALICYD. P.LV.C. POINT OF INTERSECTION TP TOP OF PAVEMENT 353.13' C.O.B. STD. D-14 WITHOUT WINDS, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA 15+45.62, C.L. 15.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE 353,05 P.R.C. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY - s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECRON DESIGNATION: P/L E.P. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING 353.23' © A P.A.F.L PARKING AREA FLOW UNE INV. INVERT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ----- - 2 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. '--'"- �'-'- s EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN STA 18+24.26, C.L. 15.00 RT. EXISTING SURVEY MONUMENT -- o - OUSTING STORM DRAIN UNE NOTES: + FURNISH & INSTALL STREET SIGN PER C.O.B. Sm. T-1. ---- --- EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN STA 18+60.69, C.L. 18.00 RL STA 18+72.06, F.O.C. TRACT BOUNDARY PLANS AND DETAILS. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA 14+09.16, F.O.C. 353.45' 0.20' "B" UNIT BOUNDARY STA 14+0&90, C.L. 1&W RT. _ - _ CENTERS 2. LOCAL STREETS - PAVEMENT TO BE TYPE A.C. -o- FURNISH & INSTALL PRIVATE STREET LICIT -5860 LUMEN "LED" h�Q�o4pOFE�6S�y9 OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED (PRIVATE STREET) TYPE PER DETAIL °1° ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER d� y EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - '- CONSTRUCTION UMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 12 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 12 CONSTRUCT STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DE O9 CONSTRUCT TYPICAL STREET BULGE - SEE DEL 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 60' RIGHT OF WAY 5' 1 7' F.O.C. STATIONING TABLE 17 REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 1� P.R.C. STA 10+2214, GL 15.00 RT STA 10+22.95, F.O.C. 354.35 ❑2 EC. STA 10+29.28, C.L. 1&00 RT STA 10+30.91, F.O.C. 354.39' ❑3 E.C. STA. 10+57.86, C.L. 1&00 LT. STA 10+58,12, F.O.C. 354.33' ® B.C. STA. 12+0262, C.L. 18.00 RT. STA. 12+04.25, F.O.C. 353.97' 05 P.RC. STA 12+00.76, C.L. 15.00 RT. STA 12+12.20, F.O.C. 353.89' © P.R.C. STA. 13+28,05, C.L. 15.00 RT. STA. 13+32.11, F.O.C. 353.59' 7 EC. STA 13+35.19, C.L. 18.00 RL STA 13+40.06, F.O.C. 353.64' 8 B.C.2 STA. 14+82.6 C.L. 18.00 RT. STA. 14+87.50 F.O.C. 3353.19' �9 P.R.C. STA 14+89.76, C.L. 15.00 RT. STA 14+95.45, F.O.C. - oLLm 0 © B.C. STA 15+38. C.L.1&W LL 4& STA. 15+3&74 F.O.C. 353.13' 11 P.R.C. STA 15+45.62, C.L. 15.00 LT. STA 15+46.69, F.O.C. 353,05 P.R.C. STA 15+74.90, C.L. 15.00 LT. STA 15+77.60, F.O.C. 353.05' 1© EC. STA 15+8204, C.L. 1&W LT. STA 15+SS56, F.O.C. 353.14' ® PR C. STA 16+08.05, C.L. 15.00 RE STA 16+15.36, F.O.C. 353.23' © E.C. STA. 16+15.19, C.L. 18.00 RL STA 16+23.31, F.O.C. 353.31' 16 B.C. STA 18+17.12, C.L. 18.00 RT. STA 18+25.25, F.O.C. 353.97 07 PR.C. STA 18+24.26, C.L. 15.00 RT. STA 18+33.20, F.O.C. 353.88' ® P.R.C. STA 18+53.55, C.L. 15.00 RT. STA 18+64.11, F.O.C. 353.97' ©9 E. C. STA 18+60.69, C.L. 18.00 RL STA 18+72.06, F.O.C. 354.05' ® UNIT BOUNDARY STA 14+08.90, C.L. 1&00 LL STA 14+09.16, F.O.C. 353.45' Z1 UNIT BOUNDARY STA 14+0&90, C.L. 1&W RT. STA. 14+13.78. F.O.C. 353.45' 60' RIGHT OF WAY 5' 1 7' 1 6' 17 10' 10' 2' 6' 1 7' 1 5' 1 LANDSCAPE z w z LANDSCAPE SIDE- AREA o w AREA SIDE- WALK 2a m a o AYWN_AENX a° NMxPaX Iw WALK - oLLm 4u.1 . 1 S.�L% 4% OSED 3PROPPROPOSE0 SIDEWALK 0.20' A.0 PAWNG SIDEWALK 6" CONCRETEtz a40' AGG BASE 6" OG COMP. TO 9 .ESUBGRADE A 95R REL. DENSITY. GTREETIDSECTION go h�Q�o4pOFE�6S�y9 (PRIVATE STREET) w ,rf d� y x R=53 R=4.5 WMSP EXHIBIT 4-19 HISOM A4/'d0 -" VlA1'T 3 ot"q Know whafs below. Call before you dig. U z 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 9 I ,0 UINI 3 72 �i Ig III II o I I O ULL F O O N I I -1J J fl U \ UILL O ll) M U �N nl JJo J J 0 +L3m Nw 1{L,J. (V lV r I i3�LL O J K (Ili WN N nnQ LL I bQ. LL i cil '_ J oll'^ I JJ mr1LL ULL Mm�1LL ">�N of o of LL &+ _ d a li Fla. Uli JO+O+ JO,MII b nn}}n Ov +}iw. - 0 N Q dNN (7:' nfAN MMa Q++ISCGNN WOI±Ih Z www Y �i N Q ri�3+(J¢Q �I- 'rii �i �OD�o�l.i ylnn lw+>IQ-d�+W hh ylo+, m NmN � NI la o N al Qa YIw I.i N'~"od 44 8 9 2 oQ h g 5 oN N N 0 � rnH ❑2 � TTI 7 13 1 I 'z I $ m 2 1 3 a pi r R ]C rc M N a I n WY$ I of oJJ 'J myN r 1 m I zUlmi�w r 1 S mV IJ ,JC YN wQm ooLL LLo U I N m� any nl0 UImS NN N U U OI DILL} J-1 NNI4 �Io VF NN 4, F,iI.JJ O ¢ tiLL LL U ++ Q U 3 R QQ Y a + N - NN NN ALL' O Y Fr V O MM Q Y N Q.-� ^ZN NN • O n U N (iINb2 UNE BEARING W N ¢ a F ¢ 47.53' L2 N 89-46-W 46 W 50.00' 90'00'00• C2 1 (_V 4.20' 4534'23• JJOQIJ 37.00' W I U ILL N (J Z_ Jnr 4200 M b J 271'45'14• C5 ¢nn 2230' w 02'33'19" 06 48200' 21.50' C7 C2 < 488.00' 21.76' �, mNN 02'33'19" N 13 1 I 'z I $ m 2 1 3 a pi r R ]C rc M N a I n WY$ I of oJJ 'J myN r 1 m I zUlmi�w r 1 S mV IJ ,JC YN wQm ooLL LLo U I N m� any nl0 UImS NN N U U OI DILL} J-1 NNI4 �Io VF NN 4, F,iI.JJ O ¢ tiLL LL U ++ Q U 3 R QQ Y a + N - NN NN ALL' O Y Fr V O MM Q Y N Q.-� ^ZN NN • O n U N (iINb2 23 00 N89"46 55-W 4 1 5 1 6 1 7 II I g i 9 I\ 10 U1\1I IT �ii J J K N N / j w i I 1 1 8 i g i $ Ib JJo JJ / _m2 4J6 JJI \ J 'o LL^I z oLLLL LLnN 4' J JO U n^< w N Uti y1 Y 4/ w<N 1i J O ha I of of of o wmn I " wwn �I <tiLL LL z rN$ wr°Qa 3+ g:/ LL LLI - WI ,D qq0 ILLI U ��IO 4I - FNN �1 LL Nnn I NN � N N O m ZNIV I� O �+1 3+ p+I I3�+ +I 13y+ yU, ea-�r +I o la -la -ea- 13y+ �+I {a�+ IJ• NN anll Q bNN �n/ �x1 pNI iRN NI > NI > fAfAm HI 0 NNN > NI > ZFF FI /'' oQ N oQ I y 2 5 8 o y oa 181 oQ h o 6 QNN p�2539,�� 2 C3 P.I. GRADE BREAK 8" SaE C2 1 9 02 6• SEWER , STA 28+4282 F.L. NORTHT _ 24+00 575. W' 27+�00 _ - _ -� C4 STA 28+4258 EL SOUTH DRIVEWAY • C3 T . 28+3 .68, F.L. 2 5 6 o LL oo' 6 00' 1 ST,L 12 6 C5 II ILL W ILL LL LL N 4 LL II Y o Y n } ih } IM Tri Im i� i II a• �3y + 1+� y3� + Iv > IV > N > N > IV > (N > N $ Try $ > b (N ? (V N 14 Y J K K - $ K . iQ ¢ ni Q o id O IQ 2 1' N r ^ U IN iN IN IIA O1- IN m JJOIN J 44,s O¢ IIA mN aUILL fAly 0' N N JJo 11 I ¢ ti��I LL oW� a JJo JJa ++ W f.N-M U ,Nomm U Brom FY`Y z ULLti ci li 3+ z r un � of I i I I 1 b mmw I U ^ dd o• +�++ i I 1 z fin u+i I z' u+iv+im i LLa°v a'Pi I8 M^ �i< o T Y ZNNN NNN �N U �« 22 1 21 1 20 1 19 1 18 1 17 a st; �� 16 1 15 in I� VnVnV UNN 1 mNNN 1 m' NNN I I¢ NNN OaNm I z dd� BARBON BECK AVENUE (PRIVATE STREET) (STA. 18+50.00 C.L. TO 27+69.12 C.L.) SCALE: 1" = 40' HORIZONTAL LINE TABLE UNE BEARING DISTANCE Lt N 89'46'55• W 47.53' L2 N 89-46-W 46 W 50.00' 90'00'00• C2 10.00' 7.95' 4.20' 4534'23• C3 37.00' 29.63' 15.66' 45'52'37• C4 4200 199.21' 40.73' 271'45'14• C5 501.00 2230' Cll 02'33'19" 06 48200' 21.50' C7 C2 20+00 488.00' 21.76' 10.88' 02'33'19" C8 51200' 22.84' 11.42' 02'33'19• C9 1,1877045"E 201.99 11.55' 02'33'19' CIO 51200' 22.83' C 02'33'19• C11 488.00' 19.76' 9.88' 0219'14" Cit 48200 5.32' 266' 00'37'59• C13 NERC BEGIN CURVE P.C.a POINT OF COMPOUND CURVATURE STA 21+27.78, F.DC 44'44'07* C14 10.00' &10' 4.29' 46RS'22• 353.54' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0. STA STANDARD PLAN R.S.P. ARBA -CASE A OR F - DETAIL "6" ON SHEET 4. P.I.V.C. PONT OF INTERSECTION TP TOP OF PAVEMENT 03 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. STA. O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 353.58' OF VERTICAL CURVE Fc FINISH CONCRETE P.R.C. STA. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC STA. 21+47.13, F.O.C. AND 6" REVEAL PER DETAIL "2" ON SHEET 4. PAA PA POINT ON CURVE R/W RICHT-OF-WAY PROPERTY LINE - s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: © Z 5 8 0 A.P. ANGLE POINT 22+53.26, CL 15.00 RT oLL 353.38' © E.C. EP. EDGE OF PAVEMENT C&G CURB AND GUTTER 0 P/L SECTION LETTER B.0 STA. 1 FACE OF CURB IX. IXISTINGq PARKING AREA FLOW LINE INV. INVERT u SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. �_____ -- O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF OQ FURNISH &INSTALL SURVEY N -' EXISTING SEWER 2 26+15.12, C.L 15.00 LT TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 354.22' MONUMENT PER C.O.B. STD. ST -22 EC. r v 4n SHEET WHERE BECKON IS SHOWN la 354.30' ' R o1¢ II II -- EXISTING STORM DRAIN LINE NOTES: ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. -+- FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. 25+74.48, C.L. 15.00 RT. EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 71 p 14 + FURNISH & INSTALL METRO STREET SIGN PER aO.B. STD. T-1. TRACT BOUNDARY PLANS AND DETAILS. CJ ti ab+ E0. STA 26+10.90, C.L. 18.00 RT STA. 26+28.89, F.O.C. 1 - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. B.C. STA. 27+1241, C.L. 18.00 LTSTA. FURNISH & INSTALL PRIVATE STREET LIGHT -580D LUMEN -LED- '1' a © OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STA. 27+1241, OIL 1&00 RT TYPE PER DETAIL ON SHEET 7. JJ UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER �J,.vMi _awl STA 16+7206, F.O. 354.05' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - f NI wi I 1 dw++ IN O 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O JJ\ J_4 t`IN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. y0 ^ N IN UILL m TPJ UILL� n M �� AFF I I {y �(Vv tV (V I!) + + NN) m 15. IJNN 1 1N Ii++m +++,j '18' 0 i EC.--P.AF.L I I4a+±o c Z +++cJ�ld NN 17 16 15 _ N NmNN 30 30'.� STA. 19+19.83 L 1200 RT = ti STA. 19+20.37 F.L. I 1� Q;5a 6NN I.i NNN 23 00 N89"46 55-W 4 1 5 1 6 1 7 II I g i 9 I\ 10 U1\1I IT �ii J J K N N / j w i I 1 1 8 i g i $ Ib JJo JJ / _m2 4J6 JJI \ J 'o LL^I z oLLLL LLnN 4' J JO U n^< w N Uti y1 Y 4/ w<N 1i J O ha I of of of o wmn I " wwn �I <tiLL LL z rN$ wr°Qa 3+ g:/ LL LLI - WI ,D qq0 ILLI U ��IO 4I - FNN �1 LL Nnn I NN � N N O m ZNIV I� O �+1 3+ p+I I3�+ +I 13y+ yU, ea-�r +I o la -la -ea- 13y+ �+I {a�+ IJ• NN anll Q bNN �n/ �x1 pNI iRN NI > NI > fAfAm HI 0 NNN > NI > ZFF FI /'' oQ N oQ I y 2 5 8 o y oa 181 oQ h o 6 QNN p�2539,�� 2 C3 P.I. GRADE BREAK 8" SaE C2 1 9 02 6• SEWER , STA 28+4282 F.L. NORTHT _ 24+00 575. W' 27+�00 _ - _ -� C4 STA 28+4258 EL SOUTH DRIVEWAY • C3 T . 28+3 .68, F.L. 2 5 6 o LL oo' 6 00' 1 ST,L 12 6 C5 II ILL W ILL LL LL N 4 LL II Y o Y n } ih } IM Tri Im i� i II a• �3y + 1+� y3� + Iv > IV > N > N > IV > (N > N $ Try $ > b (N ? (V N 14 Y J K K - $ K . iQ ¢ ni Q o id O IQ 2 1' N r ^ U IN iN IN IIA O1- IN m JJOIN J 44,s O¢ IIA mN aUILL fAly 0' N N JJo 11 I ¢ ti��I LL oW� a JJo JJa ++ W f.N-M U ,Nomm U Brom FY`Y z ULLti ci li 3+ z r un � of I i I I 1 b mmw I U ^ dd o• +�++ i I 1 z fin u+i I z' u+iv+im i LLa°v a'Pi I8 M^ �i< o T Y ZNNN NNN �N U �« 22 1 21 1 20 1 19 1 18 1 17 a st; �� 16 1 15 in I� VnVnV UNN 1 mNNN 1 m' NNN I I¢ NNN OaNm I z dd� BARBON BECK AVENUE (PRIVATE STREET) (STA. 18+50.00 C.L. TO 27+69.12 C.L.) SCALE: 1" = 40' HORIZONTAL LINE TABLE UNE BEARING DISTANCE Lt N 89'46'55• W 47.53' L2 N 89-46-W 46 W 50.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'00• C2 10.00' 7.95' 4.20' 4534'23• C3 37.00' 29.63' 15.66' 45'52'37• C4 4200 199.21' 40.73' 271'45'14• C5 501.00 2230' 11.15' 02'33'19" 06 48200' 21.50' 10.75 02'33'19• C7 488.00' 21.76' 10.88' 02'33'19" C8 51200' 22.84' 11.42' 02'33'19• C9 518.00' 23.10' 11.55' 02'33'19' CIO 51200' 22.83' 11.42' 02'33'19• C11 488.00' 19.76' 9.88' 0219'14" Cit 48200 5.32' 266' 00'37'59• C13 10.00'7.81' BEGIN CURVE P.C.a POINT OF COMPOUND CURVATURE STA 21+27.78, F.DC 44'44'07* C14 10.00' &10' 4.29' 46RS'22• 13 SCALE: 1" = 40' 40' 20' 0' 40' 80' 362 360 358 356 354 352 350 348 346 larvv cvrvv LItUU LLtUU Z3+UU 24+00 25+00 26+00 27+00 28+00 Q°f-to OW UN iT 'l OWL - 07 -17 -If v�11T3 � S � D I -Ly Know what's below. Call before you dig. CITY RECORDS NO: F.O.C. (STA. 18+50.00 C.L. TO 27+69.12 C.L.) REF. NO. DESCRIPTION C.L. STATION FO.a STATION SCALE: 1" = 40' HORIZONTAL Qi P.R.C. STA. 18+53.55, C.L 15.00 RT STA 18+64.11, F.O.a 353.97' SCALE: 1" = e VERTICAL B.C./GRADE BREAK STA. LEGEND: LEGEND (CONT.): LEGEND(CONI.): CONSTRUCTION NOTES: STA. ABBREVIATIONS -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB 8c GUTTER PER C.O.B. STD ST -1 FL FLOWUNE P.O.VC. POINT ON VERTICAL CURVE 354.15' Q5 EC. STA. 19+19.83, CL 1&00 RT. CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE /2N CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 ELEV. ELEVATION E.V.C. END VERTICAL CURVE P.RC. REFER TO SEWER & STORM DRAIN PLANS FLOWUNE STATION - SEE TABLE STA. 19+69.74, F.O.C. 353.92' B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION STA. 19+9&51, OIL 15.00 LT. STA 20+00.85, F.O.C. 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 20+02.65, OIL 1&00 LT. CONSTRUCT TYPE 'A' CATCH BASIN WITH 3,5 OPENING PER NOTE: B.C. B.C. BEGIN CURVE P.C.a POINT OF COMPOUND CURVATURE STA 21+27.78, F.DC C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED E.C. END CURVE T.C. TOP OF CURB 353.54' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0. STA STANDARD PLAN R.S.P. ARBA -CASE A OR F - DETAIL "6" ON SHEET 4. P.I.V.C. PONT OF INTERSECTION TP TOP OF PAVEMENT 03 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. STA. O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 353.58' OF VERTICAL CURVE Fc FINISH CONCRETE P.R.C. STA. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC STA. 21+47.13, F.O.C. AND 6" REVEAL PER DETAIL "2" ON SHEET 4. PAA PA POINT ON CURVE R/W RICHT-OF-WAY PROPERTY LINE - s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. P.R.C. A.P. ANGLE POINT 22+53.26, CL 15.00 RT STA 22+67.19, F.aG 353.38' © E.C. EP. EDGE OF PAVEMENT C&G CURB AND GUTTER 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER B.0 STA. F.O.C. P.A.F.L FACE OF CURB IX. IXISTINGq PARKING AREA FLOW LINE INV. INVERT © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. �_____ -- O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF OQ FURNISH &INSTALL SURVEY _ ""-- - - s -' EXISTING SEWER 2 26+15.12, C.L 15.00 LT TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 354.22' MONUMENT PER C.O.B. STD. ST -22 EC. UNE SHEET WHERE BECKON IS SHOWN STA 26+3227, F.O.C. 354.30' @ EXISTING SURVEY MONUMENT --- s -- EXISTING STORM DRAIN LINE NOTES: ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. -+- FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. 25+74.48, C.L. 15.00 RT. EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4. ON SHEET 4. + FURNISH & INSTALL METRO STREET SIGN PER aO.B. STD. T-1. TRACT BOUNDARY PLANS AND DETAILS. ® E0. STA 26+10.90, C.L. 18.00 RT STA. 26+28.89, F.O.C. 1 - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. B.C. STA. 27+1241, C.L. 18.00 LTSTA. FURNISH & INSTALL PRIVATE STREET LIGHT -580D LUMEN -LED- '1' 354.53' © OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STA. 27+1241, OIL 1&00 RT STA 27+30.40, F.O.a 1 TYPE PER DETAIL ON SHEET 7. ® UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER 18+60.69, C.L. 18.00 LT STA 16+7206, F.O. 354.05' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - .- CONSTRUCTION LIMITS STD. ST -13. - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGSC.O.B. PER C.O.S. STD. ST -7. (UNLESS OTHERWISE NOTED)® PARIGNG AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Q°f-to OW UN iT 'l OWL - 07 -17 -If v�11T3 � S � D I -Ly Know what's below. Call before you dig. CITY RECORDS NO: F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION FO.a STATION T.C. ELEV. Qi P.R.C. STA. 18+53.55, C.L 15.00 RT STA 18+64.11, F.O.a 353.97' ❑2 B.C./GRADE BREAK STA. 18+97.53, C.L. 1&00 LT. STA 19+01.04, F.O.C. 354.15 3❑ E.C. STA. 19+19.83, C.L. 1&00 LT. STA 19+22.54, F.aa 354.10' ® IMARADE BREAK STA 18+97.53, C.L. 1&OD RL STA. 19+08.91, F.0.0. 354.15' Q5 EC. STA. 19+19.83, CL 1&00 RT. STA. 19+3201, F.O.C. 354OW © B.C. STA. 19+59.0& C.L 1&00 LL STA 19+61.79, F.O.C. 354.00' Q7 P.RC. STA. 19+6622 C.L. 15.00 LL STA. 19+69.74, F.O.C. 353.92' ❑8 P.R.C. STA. 19+9&51, OIL 15.00 LT. STA 20+00.85, F.O.C. 353.85' STA. 20+02.65, OIL 1&00 LT. STA 20+0&61, F.O.C. 353.89' B.C. STA. 21+21.82 C.L MOO LT. STA 21+27.78, F.DC 353.59' it I STA 21+44.12 C.L. 1&00 LT. STA 21+50.88, F.0.G 353.54' © B.C. STA 21+21.82 C.L. 1&00 RT. STA. 21+34.00, F.0.a 353.59' 03 P.CC STA. 21+27.34, C.L. 18.00 RL STA, 21+39.32 F.aC. 353.58' ® P.R.C. STA. 21+34.60, C.L 15.05 RT STA. 21+47.13, F.O.C. 353.50' 1® * UNIT BOUNDARY STA 21+44.12 C.L 1200 RT :k STA. 21+44.12 FL --- © P.R.C. STA. 22+53.26, CL 15.00 RT STA 22+67.19, F.aG 353.38' © E.C. STA. 22+60.40, CL 18.00 RT STA 22+75.14, F.OG 353.40' 1® B.0 STA. 25+78.69, CL 18.00 LT STA. 25+85.46, F.O.0 354.19' 19 P. -C. STA. 25+85.84, CL 15.00 LT. STA. 25+93.41, F.O.C. 354.15' ® P.R.C. STA 26+15.12, C.L 15.00 LT STA 26+24.32 F.O.C. 354.22' Q EC. STA. 26+2226, OIL 18.00 LT STA 26+3227, F.O.C. 354.30' ® B.C. STA 25+67.34, CL 18.00 RT. SFA. 25+820& F.0.0. 354.16' ® P.R.C. STA 25+74.48, C.L. 15.00 RT. STA. 25+90.03, F.O.C.354.12' ® P.R.C. STA. 26+03.76, C.L. 15.00 RT STA. 26+20.94, F.O.C. 354.19' ® E0. STA 26+10.90, C.L. 18.00 RT STA. 26+28.89, F.O.C. 1 354.27' ® B.C. STA. 27+1241, C.L. 18.00 LTSTA. Z7+2242 F.O.C. 354.53' © B.C. STA. 27+1241, OIL 1&00 RT STA 27+30.40, F.O.a 1 354.53' ® U. STA. 18+60.69, C.L. 18.00 LT STA 16+7206, F.O. 354.05' Q°f-to OW UN iT 'l OWL - 07 -17 -If v�11T3 � S � D I -Ly Know what's below. Call before you dig. CITY RECORDS NO: z 0 N it ZI CL Od Z� I CO U 8 12 P, Qi aQ°i d GOO 6 W LU a> GC co �2 co 8 rr 0 VA 3 CUMBRIAN LINE WAY DISTANCE 1-1 SEE SHEET 7 N BT3826' E 199.89' L3 N 8T4655� W 79.95' 9 2 -PA JNI 1 7 T 1 + 5 14.95 A I- 19,55,11" G4 10.00' 7.95' 4.20' 1118' 1 1 118 500.00' 22.49' 14 30, 1 130',' 1 80.00' 181.29' 06w B� 344 M. T, 5.44' 2.79' 342 CB 512.00' 23.OS 10+00 23473B' 360 518.00, 358 11.65' WL PA f 1j: cj 354 21.95' 352 234'W 350 37.00' 12.86' 6.50, 346 C12 482.00' 21.66 10.84! 2*343Er C13 1 74.00' 1 167.69' 158.11, 129'50'22� 0. + + RETURN, CROSSWALK CONFIGURA71ON MUST BE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY -S- 2 LINE TABLE LINE BEARING DISTANCE 1-1 N 89'46`55* W 117.1S L2 N BT3826' E 199.89' L3 N 8T4655� W 79.95' 301, U 1\1 IT 2 i. cj C4 -4 oi 6� 1 T T T + cj 'Eli'momi IN am go A A I A INVER �mwmlm%w=MrArawmp�qqw- wroAraTE,-w po.Arrn-rrain- - I W SM, 20 j 09 51 Ir DROUN 2 2' PRIVATE $9 LANDSCAPE 30- 30, 4 Z LOT "B" 71 6 d -4 S- I . 1� -i u. Lq 1 8 c4" Is + + ++A � 'o - :2:2- + . z 5. id www 5 . - i cm� HIGHGATE GREENS DRIVE SEE SHEET 5 EVERTON AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+29.34 C.L.) I . ... .......... 358 CURVE RADIUS LENGTH 356 DELTA C1 25.00' 39.27' 354 9OW00" 12 37.00' 9 2 352 9VOO100' + 43.00' 14.95 350 19,55,11" G4 10.00' 7.95' 4.20' 348 C5 500.00' 22.49' 11.25' 346 06 1 80.00' 181.29' 06w B� 344 M. T, 5.44' 2.79' 342 CB 512.00' 23.OS 10+00 23473B' 360 518.00, 358 11.65' WL PA f U 1\1 IT 2 i. cj C4 -4 oi 6� 1 T T T + cj 'Eli'momi IN am go A A I A INVER �mwmlm%w=MrArawmp�qqw- wroAraTE,-w po.Arrn-rrain- - I W SM, 20 j 09 51 Ir DROUN 2 2' PRIVATE $9 LANDSCAPE 30- 30, 4 Z LOT "B" 71 6 d -4 S- I . 1� -i u. Lq 1 8 c4" Is + + ++A � 'o - :2:2- + . z 5. id www 5 . - i cm� HIGHGATE GREENS DRIVE SEE SHEET 5 EVERTON AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+29.34 C.L.) I . ... .......... 358 CURVE RADIUS LENGTH 356 DELTA C1 25.00' 39.27' 354 9OW00" C2 37.00' 9 2 352 9VOO100' + 43.00' 14.95 350 19,55,11" G4 10.00' 7.95' 4.20' 348 C5 500.00' 22.49' 11.25' 346 06 1 80.00' 181.29' 170.9S 344 C7 10.00' 5.44' 2.79' 342 CB 512.00' 23.OS 10+00 23473B' 360 518.00, 358 11.65' 356 CIO 354 21.95' 352 234'W 350 37.00' 12.86' 6.50, 346 BROCKLESBY STREET SEE SHEET 7 EXPANSION JOINT AT SIDEWALKS. d 11 18' 1 R, 4 30, BREAK-P.A.F.I. 6. 5 STA. 16+87.20 C.L. EVERTON AVENUE 12.00 RT. CRETE 5� STA. 17+10.94 F.L. v C4 ell VALK TIE d 6 MERE CURS.,_A + cj q C3 Ls 'm :� j 6 � 1 �5 � 0�� i FINISH GRADE CONCRETE IN 7+08.4a F.O.C. -------- R=v. PARKING AREAS(STREET d 13 1'4 E DETAIL 1 THI SHEET) , q F -(S 2 +++ I P.R.C.-P.A.F.1- i�F I STA. 16+72.55 C.1- EVERTON AVENUE 14.57 RT. q: + STA. 16+95.99 F.L. SEIM + cd uj b 5' 7 C9 8 9 9" CI -ASS -B' CONCRETE (5 SACK) -Q I EXPANSION JOINTS EAL 30' I WEAKENED PLANE JTS. EA. 15' DETAIL "2 POUR ON COMPACTED SUBGRADE C4 7" 5+00 6'p CONCRETE CURB 132- - L3 P 00 0. N. T. S. 0. 4k LOT SIDE 6 5' SIDEWALK-� /-PA PROPOSED A.C. PAVING (SEE STREET + GX CROSS SECTION) Li �2 . ...... L4 F, F, 5. *0 cj �-P.A.F.L. �6' 10 ++ m m rd r; vv �, + PRIVATE STREET R=10.00' L=7.95' 7 + 4 + + T=4.2V �45`34!Zf SCALE: 1" 40' p 40 20 0 40 80 DETAIL "4' "06p%m- TYPICAL BULGE N. T. S. 11+00 12+00 13+00 14+00 15+00 358 356 354 352 350 348 346 344 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 9OW00" C2 37.00' 58.12' 37.00' 9VOO100' C3 43.00' 14.95 7.55' 19,55,11" G4 10.00' 7.95' 4.20' 4534!2Y C5 500.00' 22.49' 11.25' 234!3Er 06 1 80.00' 181.29' 170.9S 12950*22" C7 10.00' 5.44' 2.79' 3110'4 CB 512.00' 23.OS 11.5V 23473B' C9 518.00, 2130' 11.65' 234!38* CIO 488.00' 21.95' 10.96 234'W C11 37.00' 12.86' 6.50, 19`55'11" C12 482.00' 21.66 10.84! 2*343Er C13 1 74.00' 1 167.69' 158.11, 129'50'22� LOT SIDE SIDEWALK DETAIL 11 3 11 TYPICAL CORNER N-T.S. 2' 6' GUTTER �p OF RAMP �4-1� MIN ROUNDED SIDEWALK 3� F.O.C. 11+00 12+00 13+00 14+00 REF. NO. DESCRIPTION (STA. 10+00.00 C.L. TO 16+29.34 C.L.) (SEE MOM 10) 358 -2% = 40' HORIZONTAL STA. 10+27.95. F.O.C. CURB RAMP - DETAIL "6" OF SIDEN 1" = 4' VERTICAL LEGEND: LEGEND (CONT.)-, LEGEND (CCINJ�, ABBREVIATIONS 0.50' TYPE 'A' CONC. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE P.O.VC. POINT ON VERTICAL CURVE CASE G CURB RAMPS MAY BE USED FOR CORNER 0.50' COMPACTED O.G.. 11+98,41. C.L. 15.00 RT. CIL TO 95% RELATIVE DENSITY STORM DRAIN MANHOLE ITEM OF WORK - SEE SCHEDULE DETAIL "57 ELEVATION F Va END VERTICAL CURVE 360.70� REFER TO SEWER & STORM DRAIN PLANS PARKING AREA FLOWLINE B.C.R. N. T. S. AT MID BLOCK LOCATIONS, AS STE CONDITIONS GUTTER �p OF RAMP �4-1� MIN ROUNDED SIDEWALK I F.O.C. 11+00 12+00 13+00 14+00 REF. NO. DESCRIPTION (STA. 10+00.00 C.L. TO 16+29.34 C.L.) (SEE MOM 10) 358 FRONT ED = 40' HORIZONTAL STA. 10+27.95. F.O.C. CURB RAMP - DETAIL "6" OF SIDEN 1" = 4' VERTICAL LEGEND: LEGEND (CONT.)-, LEGEND (CCINJ�, ABBREVIATIONS STA. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE P.O.VC. POINT ON VERTICAL CURVE CASE G CURB RAMPS MAY BE USED FOR CORNER CURB SIDE AND THE FLARED SIDE OF THE CASE G 11+98,41. C.L. 15.00 RT. CIL CENTERLINE B.v.c. BEGIN VERTICAL CURVE STORM DRAIN MANHOLE ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION F Va END VERTICAL CURVE 360.70� REFER TO SEWER & STORM DRAIN PLANS RETAIN B.C.R. BEGIN CURB RETURN P1 POINT OF INTERSECTION AT MID BLOCK LOCATIONS, AS STE CONDITIONS CONSTRUCT TYPE *A7 CATCH BASIN WITH &5' OPENING PER NOTE. CU RB FO END CURB RETURN P,R.C. POINT OF REVERSE CURVATURE 12+61189. C.L. 18.00 LT. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANIS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT B.C. SIDES FROM A MAXIMUM OF 9% AT CURB TO CONFORM 348 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT EC. END CURVE T.C. TOP OF CURB RAMP) CONSTRUCT TYPE *A" CATCH BASIN WITH 3.5- OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-OZALKYD. P.I.V.r POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. SM. D-14 WITHOUT WNGS, UNLESS NOTED OTHERNSE. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASIIIC. 346 OF VERTICAL CURVE FC FINISH CONCRETE SHALL BE AT THE SAME LEVEL ;E LK TH \\ 4'-2- MIN \� ��A ' SEENOTE9 CASE F 1.67" TO 2.35*-��(D Q 0 342 CEN TO 0. 16+00 CENTER 0 (0 (0 TOP SPACING RAISED TRUNCATED 0 9 -T T -T T L - -4 g F Z5 ----------- z + + + oi W. 7 C-1 -z -'o Ij .5 S-0.42% 150 1 cj < W -4 5 S --O.25% 7- 7 S--(130% 1 PROPOSE I f SOUTH F.L. PROPOSED SOU F.L. 2. L T 15+00 16+00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 U3 INSTALL STREET SIGN PER C,O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL W ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WTH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. r PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A730 AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. \fj 17+00 360 DOME PATTERN �IN-LINQ F.O.C. 11+00 12+00 13+00 14+00 REF. NO. DESCRIPTION (STA. 10+00.00 C.L. TO 16+29.34 C.L.) (SEE MOM 10) 358 SCALE: 1" = 40' HORIZONTAL STA. 10+27.95. F.O.C. CURB RAMP - DETAIL "6" SCALE: 1" = 4' VERTICAL LEGEND: LEGEND (CONT.)-, LEGEND (CCINJ�, ABBREVIATIONS STA. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE P.O.VC. POINT ON VERTICAL CURVE CASE G CURB RAMPS MAY BE USED FOR CORNER CURB SIDE AND THE FLARED SIDE OF THE CASE G 11+98,41. C.L. 15.00 RT. CIL CENTERLINE B.v.c. BEGIN VERTICAL CURVE STORM DRAIN MANHOLE ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION F Va END VERTICAL CURVE 360.70� REFER TO SEWER & STORM DRAIN PLANS FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN P1 POINT OF INTERSECTION AT MID BLOCK LOCATIONS, AS STE CONDITIONS CONSTRUCT TYPE *A7 CATCH BASIN WITH &5' OPENING PER NOTE. E.C.R. END CURB RETURN P,R.C. POINT OF REVERSE CURVATURE 12+61189. C.L. 18.00 LT. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANIS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT B.C. BEGIN CURVE P.c.c. POINT OF COMPOUND CURVATURE FROM A MAXIMUM OF 9% AT CURB TO CONFORM 348 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT EC. END CURVE T.C. TOP OF CURB SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CONSTRUCT TYPE *A" CATCH BASIN WITH 3.5- OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-OZALKYD. P.I.V.r POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. SM. D-14 WITHOUT WNGS, UNLESS NOTED OTHERNSE. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASIIIC. 346 OF VERTICAL CURVE FC FINISH CONCRETE SHALL BE AT THE SAME LEVEL RETURN, CROSSWALK CONFIGURA71ON MUST BE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY -S- SEWER - REFER TO SEWER & STORM DRAIN PLANS SEC11ON DESIGNATION: PA E.P. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER 0 SEWER MANHOLE - REM SEWER & STORM DRAIN PLANS. SEC71ON LETTER E.C. STA. 14+06.26. C.L. 18.00 LT. STA. 14+10.3Z F.O.C. F.O.C. FACE OF CURB EX. EXISTING B.C. STA. 13+66.1Z C.L. 11100 RT. P.A.F.L. PARKING AREA FLOW UNE INV. INVERT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STA. 4) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST -22- - -S ------- EXISTING SEWER LINE SHEET WHERE SECTION IS SHOW7N @ EXISTING SURVEY MONUMENT -D EXISTING STORM DRAIN LINE NOTES: Ec. + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. STA. 14+15.37, F.O.C. EXISTING GAS UNE I . SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. �mm�mm�mm� TRACT BOUNDARY PLANS AND DETAILS. EC. - - - - - - - CENTERUNE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 351.5f FURNISH & INSTALL PRIVATE STREET LIGHT -5800 WMEN 'LED' B.C. STA. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STA. 14+74.47, F.O.C. TYPE PER DETAIL *1" ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER 14+91.27, C.L. 18,00 RT. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS 351.4W CONSTRUCTION UMITS C.O.B. STD. ST -13. STA. CONSTRUCT 18- BOTTOM WIDTH DRIVEWAY W/3' WINGS STA, 15+18,23. F.O.C. 351.54- PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS STA. PER C.O.B. SM. ST -7. (UNLESS OTHERWISE NOTED) STA. 15+31.10. F.O.C. 351.58' .C. STA. 15+41.93, C.L. 18.00 LT. STA. 15+46.81. F.O.C. 351.64' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 15+00 16+00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 U3 INSTALL STREET SIGN PER C,O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL W ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WTH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. r PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A730 AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. \fj 17+00 360 DOME PATTERN �IN-LINQ F.O.C. STATIONING TABLE DETECTABLE WARNING SURFACE REF. NO. DESCRIPTION kTED DOME F.O.C. STATION (SEE MOM 10) 358 STA. IO+2ZI4, C.L. 15.00 LT. STA. 10+27.95. F.O.C. CURB RAMP - DETAIL "6" 356 IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 SID. ABOA 10+29.28, C.L. 11100 LT. STA. 10+30.91. F.O.C. 351.Ir P.R.C. STA. 354 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 4. AS SITE CONDITIONS DICTATE, THE RETAINING CASE G CURB RAMPS MAY BE USED FOR CORNER CURB SIDE AND THE FLARED SIDE OF THE CASE G 11+98,41. C.L. 15.00 RT. INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL RAMP SHALL BE CONSTRUCTED IN REVERSED A AND B. THE CASE OF CURB RAMPS USED IN POSITION. 352 DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 360.70� THROUGH CASE G CURB RAMPS ALSO MAY BE USED 5. IF LOCATED ON A CURVE, THE SIDES OF THE 12+46.40. r -L 18.00 LT. AT MID BLOCK LOCATIONS, AS STE CONDITIONS RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM 350 DICTATE. WIDTH OF THE RAMP SHALL BE 4'-2'. 12+61189. C.L. 18.00 LT. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY IS TOO SHORT TO ACCOMMODATE RAMP AND 4--2- FROM A MAXIMUM OF 9% AT CURB TO CONFORM 348 PLATFORM (LANDING) AS SHOWN IN CASE A, THE WTH LONOTUDINAL SIDEWALK SLOPE ADJACENT TO SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 12+68,89, C.L. 18.00 RT. CASE B, OR C OR MAY BE WIDENED AS IN CASE D. S. THE ADJACENT SURFACES AT TRANSITIONS AT B.C. CURB RAMPS TO WALKS, GLITTERS� AND STREETS 346 3. WHEN RAMP IS LOCATED IN CENTER OF CURB SHALL BE AT THE SAME LEVEL RETURN, CROSSWALK CONFIGURA71ON MUST BE STA. 13+69.83. C�L 15.00 LT. SIMILAR TO THAT SHOWN FOR DETAIL B. 8. COUNTER SLOPES OF ADJOINING GUTTERS AND P.R.C. ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED I" OF DEPTH FOR EACH 2'-0" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH � QSS AND 3' DEEP STARTING FROM THE BACK OF THE e I CURB. A 4�-O" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4!-2" WIDE CURB ll RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD 2 SPECIFICATIONS. 'SP - SIDEWALK AND RAMP THICKNESS, "T, SHALL BE 3.5" MINIMUM. 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 12 DETECTABLE WARNING SURFACES MAY HAVE TO No. 6�(02 cfv� OF CAXT 67-17-tq Know what's below. \j N r5 4 wl.%4 Call before you dig. w i Y, t -,�, ij � 4*4 �- I I F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. P.R.C. STA. IO+2ZI4, C.L. 15.00 LT. STA. 10+27.95. F.O.C. 351.12' E.C. STA. 10+29.28, C.L. 11100 LT. STA. 10+30.91. F.O.C. 351.Ir P.R.C. STA. 10+59.42 C.L. 13.44 RT. STk 10+59.15, F.O.C. 350.96' P.R.C. STA. 11+98,41. C.L. 15.00 RT. STA. 11+99.22 F.O.C. 3M70' EC. STA. 12+05.55. C.1- 1&00 RT. STA. 12+07.18, F.O.C, 360.70� B.C. STA. 12+46.40. r -L 18.00 LT. STA. 12+48.0.3. F.O.0 350.91' EC. STA. 12+61189. C.L. 18.00 LT. STA. 12+69.71, F.O.C. 350.97' B.C. STA. 12+46.40, C.L. 18.00 RT. STA. 12+48.02� F.O.C. W.8v E.G. STA. 12+68,89, C.L. 18.00 RT. STA. 12+71.33. F.O.C. 350.94! B.C. STA. 13+62.69, C.L. 18.00 LT. STA. 13+63.51. F.O.C. 351.20' P.R.C. STA. 13+69.83. C�L 15.00 LT. STA. 13+71.46. F.O.C. 351.16' P.R.C. STA. 13+99.11, C.L. 15.00 LT. STA. 14+02.37. F.O.C. 351.23 E.C. STA. 14+06.26. C.L. 18.00 LT. STA. 14+10.3Z F.O.C. 351.31 B.C. STA. 13+66.1Z C.L. 11100 RT. STA. 13+68,56, F.O.C. 351.18, P.R.C. STA. 13+73.26. CL 15.00 RT. STA. 13+76.51, F.O.C. 351.14' P.R.C. STA. 14+OZ54. CA- 15.00 RT. STA. 14+07.42. F.O.C. 351.21' Ec. STA. 14+09.69. C.L. 1&00 RT. STA. 14+15.37, F.O.C. 351.29' B.C. STA. 14+68,78. C L 18.00 LT. STA. 14+72.85, F.O.C. 351.46' EC. STA. 14+91.27, C.1- 18.00 LT. STA. 14+96.15. F.O.c.-- 351.5f B.C. STA. 14+68.78. C.L. 18.00 RT. STA. 14+74.47, F.O.C. 351.43' E.C. STA. 14+91.27, C.L. 18,00 RT. STA. 14+96.15, FAC, 351.4W STA. 15+13.36, C.L. 18,00 RL STA, 15+18,23. F.O.C. 351.54- P.R.C./GRADE BREAK STA. 15+25.96, C.L. 20.21 RT. STA. 15+31.10. F.O.C. 351.58' .C. STA. 15+41.93, C.L. 18.00 LT. STA. 15+46.81. F.O.C. 351.64' P -- RC STA. 15+49.08, C.L. 15.00 LT. STA. 15+54.76. F.O.C. 351.60' P.R.C. STA. 16+74.60. C.L 20.21 RT STA- 17+12A. FO.CA 352 28' 1 EC. STA. 16+87.20. CL MOO RT. STA. 17+25.25. F.O.C. [ 352.M WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED I" OF DEPTH FOR EACH 2'-0" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH � QSS AND 3' DEEP STARTING FROM THE BACK OF THE e I CURB. A 4�-O" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4!-2" WIDE CURB ll RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD 2 SPECIFICATIONS. 'SP - SIDEWALK AND RAMP THICKNESS, "T, SHALL BE 3.5" MINIMUM. 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 12 DETECTABLE WARNING SURFACES MAY HAVE TO No. 6�(02 cfv� OF CAXT 67-17-tq Know what's below. \j N r5 4 wl.%4 Call before you dig. w i Y, t -,�, ij � 4*4 �- I I STA. 8+59.70 F.L. POCKET PARK P �\XOCOMMONI AREA) ,I� SOME 362 360 358 356 354 352 350 348 346 FLILHAN STREET SEE SHEET 6 LINE �2 .1 U]NIT D6 67 184.0 .,�, 1� I p 25.00' N �MGLE I C2 10.w 7.95' RL 45*3423" C3 23 22 37.DT 21 C4 8D.00` 181.29' 170.93' STk 12 C5 37.00' 5 6.50, C5 06 74.00' 167.69' 158.11, 129'50'22" C5 4aW 14.95' 7.55 19wil, STA. 12 1 5234! PA 40'31'31' C9 9 99.85' 8 + 771627' C10 500.00, 69.M j -2 C7 - 10.00' 10.91, 6.07' 62*311GET" C12 10.00' + 5.56' 5811'26* C13 300.00' 6 20.81V 7'56'52� SEWER - REFER TO SEWER & STORM ORAIN PLANS SECTION DESIGNATION: P/L FP. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&,G CURB AND GUTTER SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS. TIE SECTION LE I: R �R_S? 4 4 F.O.C. J J + ,z, PG&E DL 6' BLOCK WALL PARKING AREA FLOW LINE INV. INVERT C2) --- - ------ --------------- �c MORLEY WAY SEE SHEET 6 C4 T , - P/L 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 F.L. 16 bIA. IZ+W.UZ �L WUHN= WAY STA. 10+00.00 C.L. MORLEY WAY W/,Wt4 Y 17 I.A.F.L. C.L 12.44 Rt F.L. 18 li�� I LINE TABLE LINE �2 .1 LI D6 67 184.0 25.00' 1 25.00' N �MGLE I C2 10.w 7.95' 4.W 45*3423" C3 (3 513,12' 37.DT 9OWW C4 8D.00` 181.29' 170.93' STk 12 C5 37.00' 12.86' 6.50, C5 06 74.00' 167.69' 158.11, 129'50'22" C5 4aW 14.95' 7.55 19wil, STA. 12 74.00' 5234! PA 40'31'31' C9 9 99.85' 59.19' 771627' C10 500.00, 69.M 34.73' -2 C11 10.00' 10.91, 6.07' 62*311GET" C12 10.00' + 5.56' 5811'26* C13 300.00' 1 41.61' 20.81V 7'56'52� SEWER - REFER TO SEWER & STORM ORAIN PLANS SECTION DESIGNATION: P/L FP. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&,G CURB AND GUTTER SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS. TIE SECTION LE I: R F.O.C. FACE OF CURB EX. EXISTING ,z, PG&E DL 6' BLOCK WALL PARKING AREA FLOW LINE INV. INVERT SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Pe < EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN3�) �,D, EXIS71NG SURVEY MONUMENT ENSTING STORM DRAIN LINE NOTES: + r PER PER,SEPARATE PLAM s q EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. TRACT BOUNDARY PLANS AND DETAILS. - - - - - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. FURNISH & INSTALL PRIVATE STREET UGHT-5800 WMEN 'LED' 0. R. . 1 IEO UNIT BOUNDARY + EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 6 � k� 0 j 5 -; I -.- + + gn �4 60 �. ;� 2 5 <W , ��6 14 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE g T ++ R++ V BLOCK WALI� 3. -I� C3 SEPARATE PANS P<: z _j IL z CAUTION: CONTRACTOR TO KEEP 7' HORIZONTAL CLEARANCE FROM EXISTING LEIGHFIELD WAY tr)�, UNIT 34" HIGH PRESSURE PG&E GAS LINE cr (PRIVATE STREET) 0) EXCEPT AT CROSSING. REFER TO PG&E (STA. 10+00.00 C.L. TO 12+90.02 C.L.) GAS NOTES ON THE COVER SHEET. Uj LLJ cr SCALE: I* = 40' HORIZONTAL 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 F.L. 16 bIA. IZ+W.UZ �L WUHN= WAY STA. 10+00.00 C.L. MORLEY WAY W/,Wt4 Y 17 I.A.F.L. C.L 12.44 Rt F.L. 18 li�� I LINE TABLE LINE BEARING DISTANCE LI N OOISO5� E 184.0 17� \ EX , -U__]\] IT 20 CURVE TABLE CURVE RADIUS LENGIH TANGENT DELTA C1 25.00' 39.21 25.00' 90,W00* C2 10.w 7.95' 4.W 45*3423" C3 37.00' 513,12' 37.DT 9OWW C4 8D.00` 181.29' 170.93' 129W22' C5 37.00' 12.86' 6.50, 195511" 06 74.00' 167.69' 158.11, 129'50'22" C7 4aW 14.95' 7.55 19wil, C8 74.00' 5234! 27.32' 40'31'31' C9 74.00' 99.85' 59.19' 771627' C10 500.00, 69.M 34.73' 7*W52" C11 10.00' 10.91, 6.07' 62*311GET" C12 10.00' 10.16, 5.56' 5811'26* C13 300.00' 1 41.61' 20.81V 7'56'52� SCALE: 1 40' 40' 20' 0. W, 80, 1 mmmommmm- I 362 360 358 356 354 352 350 348 346 00 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 EX. BLOCK WALj___- 14+00� EX. C&G, EVERTON AVENUE SEE SHEET 4 6 4 4 2q 111 12" T ++ W, + + 30 + +1 + M -t 1 13 -m;59 �;i 14 W P/L + 18' DRAIN 4 C" U EX+ 24' DRAIN 15400--- 24' GRATND _161 Ne!, GRAIN 4-0 4 EX. 8 SEWER C1 13 2 1 P/L :EE + EX. BLOCK WALL rr + + 12 12' 12 + + + + + 181 18, + + + + 71 t - 7. V V 77 21 2 7 g < 30', aw PRIVATE 18 1 'LANDSCAPE EVERTON AVENUE HIGHGATE GREENS DRIVE LOT "B' SEE SHEET 4 � \t�/ � (PRIVATE STREET) SCALE: 1 40' (STA. 14+76.17 C.L. TO 17+03.79 C.L.) 40' 20, 01 �01 80, SCALE: 1" = 40' HORIZONTAL n JOU 358 356 354 352 350 348 346 344 J00 358 356 354 352 350 OF C�A 348 Olt(_/o 346 N I -r 3 0 pJL 344 I,�)]A. 1'+t/0.1/ U.L. IU U.L.) SCALE, I" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONSTRUCTION NOTES: 01 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2* ON SHEET 4. PARKING AREA 6" THICK CONCRETE- SEE DETAIL '5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN NTH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL W ON SHEET 4. F.O.C. STA110NING TABLE (STA. 10+00.00 C.L. TO 12+90.02 C.L.) F.O.C. STATION 1C ELEV. B.C. SCALE: 1" = 40' HORIZONTAL P.R.C. STA. 8+96.6Z C.L. 20.21 FIT. SCALE-- 1" = 4' VERTICAL P.R.C. LEGEND: STA. 10+22.95, F.O.C. 35a78' LEGEND (QQNTJ� LEGEND (CONT,): STA. 10+30.91, F.O.C. 35180' ABBREVIATIONS ----D- STORM GRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE STA. 10+57.86, C.L 18,00 RT. STA. 10+57.86, F.O.C. 353.55' CL CENTERUNE B.V.C. BEGIN VERTICAL CURVE STA. 11+74.04, F.O.C. 353.1 Z 0 STORM DRAIN MANHOLE - �Z ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION EVC. ENO VERTICAL CURVE q REFER TO SEWER & STORM DRAIN PLANS El FLOWILINE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION P.R.C. CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER NOTE. E.C.R. ENO CURB RETURN P.R.C. POINT OF REVERSE CURVATURE STA. 12+45.39 C.L. 19.09 RT. C.O.B. STD. 0-14. UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE 1�68,19 353.09' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F C. END CURVE T.C. TOP OF CURB [FTA, -_ STA 13+81,06, �� 13, CONSTRUCT TYPE *A* CATCH BASIN NTH 3.5! OPENING PER PER CALTRANS STANDARD SPECIFICATION PIH-02AIXYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. S1D. 0-14 WITHOUT WINDS, UNLESS NOTED OTHERNSE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY SEWER - REFER TO SEWER & STORM ORAIN PLANS SECTION DESIGNATION: P/L FP. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&,G CURB AND GUTTER SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS. TIE SECTION LE I: R F.O.C. FACE OF CURB EX. EXISTING P.A.F.L. PARKING AREA FLOW LINE INV. INVERT SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER (10.8. STD. ST -2Z EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN3�) �,D, EXIS71NG SURVEY MONUMENT ENSTING STORM DRAIN LINE NOTES: + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. TRACT BOUNDARY PLANS AND DETAILS. - - - - - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. FURNISH & INSTALL PRIVATE STREET UGHT-5800 WMEN 'LED' OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL "I* ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION LIMITS C.O.B. STD. ST -13. CONSTRUCT IS' DOTIDNI WIDTH DMVEWAY W/3' WINDS PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5! OPENINGS PER C.O.B. S11% ST -7. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 EX. BLOCK WALj___- 14+00� EX. C&G, EVERTON AVENUE SEE SHEET 4 6 4 4 2q 111 12" T ++ W, + + 30 + +1 + M -t 1 13 -m;59 �;i 14 W P/L + 18' DRAIN 4 C" U EX+ 24' DRAIN 15400--- 24' GRATND _161 Ne!, GRAIN 4-0 4 EX. 8 SEWER C1 13 2 1 P/L :EE + EX. BLOCK WALL rr + + 12 12' 12 + + + + + 181 18, + + + + 71 t - 7. V V 77 21 2 7 g < 30', aw PRIVATE 18 1 'LANDSCAPE EVERTON AVENUE HIGHGATE GREENS DRIVE LOT "B' SEE SHEET 4 � \t�/ � (PRIVATE STREET) SCALE: 1 40' (STA. 14+76.17 C.L. TO 17+03.79 C.L.) 40' 20, 01 �01 80, SCALE: 1" = 40' HORIZONTAL n JOU 358 356 354 352 350 348 346 344 J00 358 356 354 352 350 OF C�A 348 Olt(_/o 346 N I -r 3 0 pJL 344 I,�)]A. 1'+t/0.1/ U.L. IU U.L.) SCALE, I" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONSTRUCTION NOTES: 01 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2* ON SHEET 4. PARKING AREA 6" THICK CONCRETE- SEE DETAIL '5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN NTH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL W ON SHEET 4. F.O.C. STA110NING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION 1C ELEV. B.C. STA. 8+81LOZ C.L. 1800 Rt STA, 8+50.84. F.O.C. 354.27' P.R.C. STA. 8+96.6Z C.L. 20.21 FIT. STA, 8+63.71, F.O.C. 3� �21 P.R.C. STA. 10+22.14, CL 15.D0 LT. STA. 10+22.95, F.O.C. 35a78' E.C. STA. 10+29.2EL C.L. 18,00 LT. STA. 10+30.91, F.O.C. 35180' P.R.C. STA. 10+45.26, C.L. 20.21 RT. STA. 10+45.00, F.O.C. 353.60' EC. STA. 10+57.86, C.L 18,00 RT. STA. 10+57.86, F.O.C. 353.55' B.C. STA. 11+74.04, C.L. 18.00 RT. STA. 11+74.04, F.O.C. 353.1 Z VR. -C. STA. 11 86.65, C.L. 20.21 RT. STA. 11+86.90, F.O.C. M.06 - q B.C. STA. 12+02,6Z C.L. 18.00 LT. STA. 12+04.25, F.O.C. 352,89' P.R.C. STA, 12+09.76, C.L. 15.00 LL STA. 12+12-20. F.O.0 352.79' LOT LINE STA. 12+45.39 C.L. 19.09 RT. STA. 12+54.31, F.O.C. z I- I P.R.0 STA. 13+35.28, C.L. 25.21 RT. 1�68,19 353.09' EC. STA, 13+47.M C.L. 18,00 RT. [FTA, -_ STA 13+81,06, �� 13, 67-a-tf Know whars below. Call before you dig. CITY RECORDS NO: 4n Fig 0 Z In z I- I E4 ED C3 z _j IL z 0 cr 0) C) d Z Z 0 Uj LLJ cr LO 0) U. 0 ILI I I k I 1_r� I LEIGHnELD WAY SEE SHEET 5 FULHAN STREET cm -nm CONTRACTOR TO KEEP 7' (PRIVATE STREET) HORIZONTAL CLEARANCE FROM EXISTING (STA. 10+00.00 C.L. TO 12+06.00 C.L.) 34" HIGH PRESSURE PG&E GAS LINE SCALE: 1" = 40' HORIZONTAL EXCEPT AT CROSSING. REFER TO PG&E GAS NOTES ON THE COVER SHEET. BARBON BECK AVENUE SEE SHEET 2 SCALE: 1" = 40' 40, 20' 01 40' 80, 8,P--ND013 A. +41i' �,.STTA. 1'2.3 �2 WAY is" r� EX, UNIT 2 CURVE TABI E CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.2r 25.W 90*00,00, jolt 362 F_ 7.95' 4.20' 4514�23" C3 37.00' 58.12' 37.00' 90WOO, 04 8O.W 181.29' 362 129'50'2Z C5 37.00' 12.86' 6.5cr 19'55'11' 06 1 74.00! 1 167.69' 158.11' 129 C7 I 4aGO' 1 14.95' 7.5V 360 P.R.C. STA. 11+60.74, C.L 20.21 LT. STA. 11+62.GZ F.O.C. 354.53' [Z-] ,360 -4- STA. 11+78.34. F.O.C. 360 ff] P.R.C. 360 9 STA. 11+136.30, F.O.C. 9 9 g STA. 12+12.77 C.L. 20.71 LT. STX 12+18.98 F.O.C. 360 4 L4 24 STA. 13+09.38, L 20.21 LT. -C.- _STA. 13+43.31, F.O.C. W4.3r 358 6 !4 STA. 13+21.98. C.L. 18.DO LT. STA. 13+56.17, F.O.C. + P.R.C. 358 STA. 10+22.95, F.O.C. 3M2.99` EC. -STA. 10+29.28, C.L. 1&00 LT. :+2 W2-93! 358 Ec. 358 STA. 10+57.86 C.L. 1&00 RT, STA. ID+57.86 F.O.C. 353.14! B.C. T_ STX 11+76.7Z CL 18,00 LT. STA. 11+78,34, FOC 35344, P.R.C. 358 m STA. 11+86.30. F�O�C� 6 Pplcc. 356 STA. 11+76.71 1 I 356 W c� 356 ic� ,354 _�O z a 356 354 ------ 356 354 L S=0.25%1 I S=- '25 654 L 2 352 352 352 S=0.37� -L-- OS� VEST ELI PR+O SED EASt F.L. 352 350 350 350 350 350 348 348 [L 348 z 10+00 11+00 348 10+00 -j-_ 11+00 10+00.00 C.L. TO 12+06.00 C.L.) 12+00 13+00 SCALE: 1" = 40' HORIZONTAL Ix 8,P--ND013 A. +41i' �,.STTA. 1'2.3 �2 WAY is" r� EX, UNIT 2 CURVE TABI E CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.2r 25.W 90*00,00, C2 10.00, 7.95' 4.20' 4514�23" C3 37.00' 58.12' 37.00' 90WOO, 04 8O.W 181.29' 170.93' 129'50'2Z C5 37.00' 12.86' 6.5cr 19'55'11' 06 1 74.00! 1 167.69' 158.11' 129 C7 I 4aGO' 1 14.95' 7.5V 360 A I T ,30 30" U N IT 8 ci 1 187 GRAIN 52 mm� 91 5 6 PA C3 I 1, C2 4 8 1, C1 'E C2 11 + - NOD + -- ---- --- -- ---- ------- - L5 �2 ci 2 9 -i < cj cj 66 6;;5; L2 2 vt=;F 09�t + + 30' BARBON BED MOHLLY WAY SEE SHEE (PRIVATE STREET) (STA+ 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" 40' HORIZONTAL 364 362 360 J 9 358 C4 356 Li 354 S=G�97% Wa cd Slam% 352 PROPOSED WEST F+L, 350 348 10+00 11+00 12+00 364 F.O.C. STATIONING TABLE REF. NO. 364 C.L. STATION 362 T.C. ELEV. (1] P.R.C. 4 STA. 10+22.14. C.L. 15.00 FIT. 362 354.16, q) Er- STA. 1G+29.28, C.L. 1&00 FIT. STA. 10+30.91, FAC� 354.0v g] P.R.C. STA. 10+45.26, C.L. 20.21 LT. STA. 10+46.02, F.O.C. 354.22' GRADE BREAK/F G, STA. 1 D+57.86. C.L. I&OOLT. STA- 10+5&88, F-O.r 354.2r con ICT14 B. C. STA. 11+4B.14, C.L. 18.00 Ll STA. 11+49.16, F.O.C. 354.49- 360 P.R.C. STA. 11+60.74, C.L 20.21 LT. STA. 11+62.GZ F.O.C. 354.53' [Z-] ,360 -4- STA. 11+78.34. F.O.C. 354.60' ff] P.R.C. 360 9 STA. 11+136.30, F.O.C. 9 9 g STA. 12+12.77 C.L. 20.71 LT. STX 12+18.98 F.O.C. p 4 P.R.C. STA. 13+09.38, L 20.21 LT. -C.- _STA. 13+43.31, F.O.C. W4.3r 358 6 !4 STA. 13+21.98. C.L. 18.DO LT. STA. 13+56.17, F.O.C. + P.R.C. 358 STA. 10+22.95, F.O.C. 3M2.99` EC. -STA. 10+29.28, C.L. 1&00 LT. STA. 10+30.91, F.O.C. W2-93! 358 Ec. STA. 10+57.86 C.L. 1&00 RT, STA. ID+57.86 F.O.C. 353.14! B.C. STX 11+76.7Z CL 18,00 LT. STA. 11+78,34, FOC 35344, P.R.C. m STA. 11+86.30. F�O�C� 6 Pplcc. 356 STA. 11+76.71 1 I 356 W Im ig' 356 ,354 _�O z a 354 354 S�0.25% PROPOSED EASTFL L 2 352 352 -1 352 PR+O SED EASt F.L. 350 350 350 z 348 [L 348 z 10+00 11+00 12+00 348 -j-_ (STA. 10+00.00 C.L. TO 12+06.00 C.L.) SCALE: 1" = 40' HORIZONTAL Ix 1" = 4' VER11CAL LEGEND: CO LEGEND (CQNTJ� LEGEND (CONT,)-. ABBREVIATIONS ----D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G) CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 46 1�- LU CL CENTERLINE S.V.r- BEGIN VERTICAL CURVE D STORM DRAIN MANHOLE THEM OF WORK - SEE SCHEDULE ELEV. ELEVATION F V.G. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS 1111 FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION CONSTRUCT TYPE 'A' CATCH BASIN WITH 15' OPENING PER NOTE - EC.P END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE C.O.B. STD. D-14, UNLESS NOTED OTHERNSE. SEE CALTRANS TRAFnC MANUAL FOR DETAILS. ALL PERMANENT D.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE STRPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB CONSTRUCT TYPE *A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD spEcincAmN PTH-amim. P.I.V.r- POINT OF INTERSECTION TP TOP OF PAVEMENT C�O.B. STD. D-14 WTHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY co SEWER - RUM TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA EP. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER (S) SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX, EXISTING P.XF.L PARKING AREA FLOW UNE INV. INVERT (D SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 2Z EXISTING SEWER LINE SHEET WHERE SECTION IS SHOVD) @ EXISTING SURVEY MONUMENT EXISTING STORM DRAIN LINE NOTES: + FURNISH & INSTAM STREET SIGN PER CO.B. STD. T-1. EYISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH & INSTALL METRO STREET SIGN PER C.O.D. STD. T-1. TRACT BOUNDARY PLANS AND DETAILS. - - - - - - - CENTMNE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL *1* ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION LIMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWSE NOTED) PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. A I T ,30 30" U N IT 8 ci 1 187 GRAIN 52 mm� 91 5 6 PA C3 I 1, C2 4 8 1, C1 'E C2 11 + - NOD + -- ---- --- -- ---- ------- - L5 �2 ci 2 9 -i < cj cj 66 6;;5; L2 2 vt=;F 09�t + + 30' BARBON BED MOHLLY WAY SEE SHEE (PRIVATE STREET) (STA+ 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" 40' HORIZONTAL 364 362 360 J 9 358 C4 356 Li 354 S=G�97% Wa cd Slam% 352 PROPOSED WEST F+L, 350 348 10+00 11+00 12+00 CONSTRUCT10N NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 D2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6- REVEAL PER DETAIL -2- ON SHEET 4. PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL W ON SHEET 4. 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCAUE:- 1" = 40' HORIZONTAL 1" = 4' VERTICAL ED F.O.C. STATIONING TABLE REF. NO. dd C.L. STATION 362 T.C. ELEV. (1] P.R.C. STA. 10+22.14. C.L. 15.00 FIT. STA. 10+22.95, F.O.C. 354.16, q) Er- STA. 1G+29.28, C.L. 1&00 FIT. STA. 10+30.91, FAC� 354.0v g] P.R.C. STA. 10+45.26, C.L. 20.21 LT. STA. 10+46.02, F.O.C. 354.22' GRADE BREAK/F G, STA. 1 D+57.86. C.L. I&OOLT. STA- 10+5&88, F-O.r 354.2r con ICT14 B. C. STA. 11+4B.14, C.L. 18.00 Ll STA. 11+49.16, F.O.C. 354.49- 360 P.R.C. STA. 11+60.74, C.L 20.21 LT. STA. 11+62.GZ F.O.C. 354.53' [Z-] B.C. STA. 11+76.7Z CL 18.00 RT. STA. 11+78.34. F.O.C. 354.60' ff] P.R.C. 9 STA. 11+136.30, F.O.C. 9 GRADE BREAK STA. 12+12.77 C.L. 20.71 LT. STX 12+18.98 F.O.C. p 4 P.R.C. STA. 13+09.38, L 20.21 LT. -C.- _STA. 13+43.31, F.O.C. W4.3r 358 F C. !4 STA. 13+21.98. C.L. 18.DO LT. STA. 13+56.17, F.O.C. + P.R.C. STA. 16+2214, CL 1500 LT STA. 10+22.95, F.O.C. 3M2.99` EC. -STA. 10+29.28, C.L. 1&00 LT. STA. 10+30.91, F.O.C. W2-93! Ec. STA. 10+57.86 C.L. 1&00 RT, STA. ID+57.86 F.O.C. 353.14! B.C. STX 11+76.7Z CL 18,00 LT. STA. 11+78,34, FOC 35344, P.R.C. W L9 STA. 11+86.30. F�O�C� 353�40` Pplcc. 356 STA. 11+76.71 1 STX 11+83.86. GIL 15.00 FIT. STA. 11+84-67- FOG 1 Im ig' 354 S�0.25% L 2 352 PR+O SED EASt F.L. 350 z [L z 0 348 -j-_ t CONSTRUCT10N NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 D2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6- REVEAL PER DETAIL -2- ON SHEET 4. PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL W ON SHEET 4. 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCAUE:- 1" = 40' HORIZONTAL 1" = 4' VERTICAL ED PA :z SCALE: 1 40' 40' 20, 0. 40' 80, 364 362 360 358 356 354 352 350 348 364 362 360 358 356 352 CA 350 F.O.C. STATIONING TABLE REF. NO. dd PA :z SCALE: 1 40' 40' 20, 0. 40' 80, 364 362 360 358 356 354 352 350 348 364 362 360 358 356 352 CA 350 eq -16 Sao UMTr 3 Do(- 67-n-14 ljrjrT-5 4.<�-7 UOL Know what's below. Call before you dig. CITY RECORDS NO: F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. (1] P.R.C. STA. 10+22.14. C.L. 15.00 FIT. STA. 10+22.95, F.O.C. 354.16, q) Er- STA. 1G+29.28, C.L. 1&00 FIT. STA. 10+30.91, FAC� 354.0v g] P.R.C. STA. 10+45.26, C.L. 20.21 LT. STA. 10+46.02, F.O.C. 354.22' GRADE BREAK/F G, STA. 1 D+57.86. C.L. I&OOLT. STA- 10+5&88, F-O.r 354.2r con ICT14 B. C. STA. 11+4B.14, C.L. 18.00 Ll STA. 11+49.16, F.O.C. 354.49- P.R.C. STA. 11+60.74, C.L 20.21 LT. STA. 11+62.GZ F.O.C. 354.53' [Z-] B.C. STA. 11+76.7Z CL 18.00 RT. STA. 11+78.34. F.O.C. 354.60' ff] P.R.C. STA. 11+83.86, = 15.00 RT. STA. 11+136.30, F.O.C. W4.55' GRADE BREAK STA. 12+12.77 C.L. 20.71 LT. STX 12+18.98 F.O.C. 354.66' P.R.C. STA. 13+09.38, L 20.21 LT. -C.- _STA. 13+43.31, F.O.C. W4.3r F C. STA. 13+21.98. C.L. 18.DO LT. STA. 13+56.17, F.O.C. 364.33' P.R.C. STA. 16+2214, CL 1500 LT STA. 10+22.95, F.O.C. 3M2.99` EC. -STA. 10+29.28, C.L. 1&00 LT. STA. 10+30.91, F.O.C. W2-93! Ec. STA. 10+57.86 C.L. 1&00 RT, STA. ID+57.86 F.O.C. 353.14! B.C. STX 11+76.7Z CL 18,00 LT. STA. 11+78,34, FOC 35344, P.R.C. STA. 11+83.86. C.L. 15.00 LT. STA. 11+86.30. F�O�C� 353�40` Pplcc. STX 11+76.72, C.L. I&DO RT. STA. 11+76.71 1 STX 11+83.86. GIL 15.00 FIT. STA. 11+84-67- FOG 1 Im ig' eq -16 Sao UMTr 3 Do(- 67-n-14 ljrjrT-5 4.<�-7 UOL Know what's below. Call before you dig. CITY RECORDS NO: z con ICT14 Dfs� -m T 0 z 0 Z�j < DO CIO z [L z 0 Ix CO C) Z 0 0 z 46 1�- LU LU (3-) co co 7,1 UINITI 31 13 C4 d +,t g Ow P.P.C-P.A.F.L. PA STA. 8+98.67 C.L. CUMBRIAN WAY 14.57 LT. STA. 8+71.89 F.L. I I �2 B.C. LGRADE BREAK-P.A.F.L. STA. 8+84.02 CL CUMBRIM WAY 12.00 LT. STA. 8+56.94 F.L. 2 ij i I fit gg._�l 5� + + IL 18, t� 77-: 3d 30, EVERTON AVMU E SEE SHEET 4 CUMBRIAN WAY SCALE: 1" 40' 40' 20' 01 40' 80, (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL U 1\1 IT 6 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 12+00 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 51!1 25.DCr 39.27' 25,DO' 90WOO" C2 10.00' 7.95! 4.26 4534!23" 03 37.00* 58.12' 37.00' 90`00`00* G4 80.00, 197.01' 226.5s 141105*5e 05 37.00* 12.86' 6.5v 1955'11' C6 74.00' 167.69' 15111' 1291W227 364 43.00' 14.96 7.55' 19 -55 -11 - ABBREVIATIONS STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G) CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 8 m ____D- 4- FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -o- DRAIN M OF WORK - SEE SCHEDULE S=0.45% 7 - 362 CL CENTERUNE B.V.Q BEGIN VERTICAL CURVE 0 PR OSED EAST RL 11 U2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 + + 2 2 ELEV. C11 i I REFER TO SEWER & STORM DRAIN PLANS El FLOWUNE STATION - SEE TABLE \zy 1 - 4 NET. NO. DESCRIPTION - 18* DRAIN C2 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION G3 C2 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 12+00 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.DCr 39.27' 25,DO' 90WOO" C2 10.00' 7.95! 4.26 4534!23" 03 37.00* 58.12' 37.00' 90`00`00* G4 80.00, 197.01' 226.5s 141105*5e 05 37.00* 12.86' 6.5v 1955'11' C6 74.00' 167.69' 15111' 1291W227 364 43.00' 14.96 7.55' 19 -55 -11 - ABBREVIATIONS STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G) CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ____D- 4- FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -o- DRAIN M OF WORK - SEE SCHEDULE S=0.45% 7 - 362 CL CENTERUNE B.V.Q BEGIN VERTICAL CURVE 0 PR OSED EAST RL 11 U2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 2 2 ELEV. + REFER TO SEWER & STORM DRAIN PLANS El FLOWUNE STATION - SEE TABLE \zy 1 NET. NO. DESCRIPTION C.L. STATION F.O.C. STATION C2 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION G3 C2 360 12+06) [D 4 STA. 8+82.46 C.L. 13.44 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CATCH BASIN NTH a5! OPENING PER 18 DRAIN - ------- -------- - ------ -A 350.99' B.C. BEGIN CURVE P.C.r POINT OF COMPOUND CURVATURE C.O.S. SM. D-14, UNLESS N07M OTHERWISE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REMSED 3 2 j STA. 358 STA. A PA S J END CURVE - --------- STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL V ON SHEET 4. 0 + T.C. TOP OF CURB CONSTRUCT TYPE CATCH BASIN WITH 3.5! OPENING PER PER CALTRANS STANDARD SPECIRCATION PTH-02ALKYD. 356 T* Ec STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' PAV.C� ----- - C.O.B. SM. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING S14ALL BE NON -THERMOPLASTIC. CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT P.R.C. L4 0+ MW - OF VERTICAL CURVE FC FINISH CONCRETE t� A C.4 + + AND 6" REVEAL PER DETAIL "2" ON SHEET 4. WW STA. _STA- 354 STA, 10+45.00, F.Or g P.O.C. PA POINT ON CURVE R/W RGHT-OF-WAY PROPERTY LINE POINT -s- SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DE51GNATION: PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. GRADE BREAK/E.C. 10�5786 aL 18-00 LT STA. 9 BROCKLESBY STREET E.P. A.P. ANGLE EDGE OF PAVEMENT c" CURB AND GUTTER + (PRIVATE ��i (STA. 10+00.00 C.L. TO 12+43.00 C.L.) 10+88.00 rL 18,00 RT. STA. 10+89.63, F.O.C. 352.05' S=O.jg Lj 352 C4 >; cl� STk 0 STA. 11+76�7Z F.O.C. 352.67' P.A.F.L. L3 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Lj SIGN NTH OM4-3 MARKER AT THE UNIT BOUNDARY OF P.R.C. STA. - 11+8&86 G.L. 15.00 LT. s= AR - I i 0 TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME nME. 350 T- STA. PROPOSED: VEST F.L. 352.66 FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. SID. ST -22. ------ SHEET WHERE SECTION IS SHOWN PROPOSED WEST F.L. ar STA. 11+76.72 C.L. 18.66 RT. STA. 11+7&A F.O.C. 352 68� Q EXISTING SURVEY MONUMENT EXISTING STORM DRAIN LINE NOTES; CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. P.R.C. t: t: 11+8186 G.L. 15.00 RL STA. 11+86.30, F.O.C. 348 + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. EXISTING GAS LINE I . SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL *4" ON SHEET 4. P.Rc. 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 12+00 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.DCr 39.27' 25,DO' 90WOO" C2 10.00' 7.95! 4.26 4534!23" 03 37.00* 58.12' 37.00' 90`00`00* G4 80.00, 197.01' 226.5s 141105*5e 05 37.00* 12.86' 6.5v 1955'11' C6 74.00' 167.69' 15111' 1291W227 C7 43.00' 14.96 7.55' 19 -55 -11 - SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE I SIZE L LIGHT POST FIXTURE 31 STERNBERG STERNBERG 14' I BARRINGTON POLE I OLD TOWN 31 5214FP14 A850SRLED EE 1 30" 7.73 ENIERTON A�"UE SEE SHEET 4 3 U 1\1 IT 31 3 31 r BASE SCALE: 1" 31 SLAB C.O.B. 31 ST -14 1* = Ir VERTICAL 3! 3" x 3' z ILTS 1" = 4' VERTCAL 31 3 31 31, 3, ENIERTON A�"UE SEE SHEET 4 U 1\1 IT 5 U ]NIT 3 SCALE: 1" 40' HORIZONTAL 1* = Ir VERTICAL ll t�, 18 1" = 4' VERTCAL 3 LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: 4-,1 zi ABBREVIATIONS STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G) CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ____D- 4- FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -o- DRAIN M OF WORK - SEE SCHEDULE S=0.45% 7 - CL CENTERUNE B.V.Q BEGIN VERTICAL CURVE 0 PR OSED EAST RL 11 U2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 2 2 ELEV. ELEVATION EN.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS El FLOWUNE STATION - SEE TABLE \zy 1 NET. NO. DESCRIPTION C.L. STATION F.O.C. STATION C2 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION G3 C2 lI+ 12+06) [D 4 STA. 8+82.46 C.L. 13.44 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CATCH BASIN NTH a5! OPENING PER 18 DRAIN - ------- -------- - ------ -A 350.99' B.C. BEGIN CURVE P.C.r POINT OF COMPOUND CURVATURE C.O.S. SM. D-14, UNLESS N07M OTHERWISE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REMSED 3 2 j STA. 10+22.14 C.L. 15,00 RT. STA. 10+22.95, F.O.C. PA S J END CURVE "A" STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL V ON SHEET 4. 0 + T.C. TOP OF CURB CONSTRUCT TYPE CATCH BASIN WITH 3.5! OPENING PER PER CALTRANS STANDARD SPECIRCATION PTH-02ALKYD. Ec STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' PAV.C� ci� C.O.B. SM. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING S14ALL BE NON -THERMOPLASTIC. CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT P.R.C. _J3 > OF VERTICAL CURVE FC FINISH CONCRETE C.4 + + AND 6" REVEAL PER DETAIL "2" ON SHEET 4. WW STA. _STA- 10+45.26 C.L. 20.21 LT. STA, 10+45.00, F.Or g P.O.C. PA POINT ON CURVE R/W RGHT-OF-WAY PROPERTY LINE POINT -s- SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DE51GNATION: PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. GRADE BREAK/E.C. 10�5786 aL 18-00 LT STA. 888 BROCKLESBY STREET E.P. A.P. ANGLE EDGE OF PAVEMENT c" CURB AND GUTTER + (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) 10+88.00 rL 18,00 RT. STA. 10+89.63, F.O.C. 352.05' SCALE: I" = 40' HORIZONTAL FACE OF CURB EX. EXISTING (4) lit" x 18' x 3" a ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER RUN ,i,Y 11 1 1 1 C INTERSECTION [rX 12+�LUU C.L. BROCKLESBY STREET STA. 21+94.12 C.L. BARBON BECK AVENUE 18" DRAIN I 364 362 360 358 356 354 STREET LIGHT PIER DESIGN 352 NO SCAL.E NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE NTH C.O.B. SID. DET. ST -14. 350 qTPP'P'T I Ir -PT - nP-TAII ptl �AP SCALE: 1" = 40' HORIZONTAL SCALE: 1" 40' HORIZONTAL 1* = Ir VERTICAL 1" = 4' VERTCAL LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: 4-,1 zi ABBREVIATIONS STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G) CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ____D- 4- FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -o- DRAIN M OF WORK - SEE SCHEDULE S=0.45% 7 - CL CENTERUNE B.V.Q BEGIN VERTICAL CURVE 0 PR OSED EAST RL 11 U2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 F.O.C. STATIONING TABLE ELEV. ELEVATION EN.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS El FLOWUNE STATION - SEE TABLE NET. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION CONSTRUCT TYPE "A" NOTE- INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. [D P.R.C. STA. 8+82.46 C.L. 13.44 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CATCH BASIN NTH a5! OPENING PER STA. -A 350.99' B.C. BEGIN CURVE P.C.r POINT OF COMPOUND CURVATURE C.O.S. SM. D-14, UNLESS N07M OTHERWISE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REMSED P.R.C. STA. 10+22.14 C.L. 15,00 RT. STA. 10+22.95, F.O.C. 351.53' E.C. END CURVE "A" STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL V ON SHEET 4. T.C. TOP OF CURB CONSTRUCT TYPE CATCH BASIN WITH 3.5! OPENING PER PER CALTRANS STANDARD SPECIRCATION PTH-02ALKYD. Ec STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' PAV.C� POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. SM. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING S14ALL BE NON -THERMOPLASTIC. CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT P.R.C. _J3 > OF VERTICAL CURVE FC FINISH CONCRETE AND 6" REVEAL PER DETAIL "2" ON SHEET 4. STA. _STA- 10+45.26 C.L. 20.21 LT. STA, 10+45.00, F.Or g P.O.C. PA POINT ON CURVE R/W RGHT-OF-WAY PROPERTY LINE POINT -s- SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DE51GNATION: PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. GRADE BREAK/E.C. 10�5786 aL 18-00 LT STA. 888 M11 v E.P. A.P. ANGLE EDGE OF PAVEMENT c" CURB AND GUTTER + 1 + SECTION LETTER UNITTBOUNDARY STAL 10+88.00 rL 18,00 RT. STA. 10+89.63, F.O.C. 352.05' F.O.C. FACE OF CURB EX. EXISTING C4 >; cl� STk 0 STA. 11+76�7Z F.O.C. 352.67' P.A.F.L. L3 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Lj SIGN NTH OM4-3 MARKER AT THE UNIT BOUNDARY OF P.R.C. STA. - 11+8&86 G.L. 15.00 LT. s= AR - I i 0 TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME nME. STA. PROPOSED: VEST F.L. 352.66 FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. SID. ST -22. EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN ar STA. 11+76.72 C.L. 18.66 RT. STA. 11+7&A F.O.C. 352 68� Q EXISTING SURVEY MONUMENT EXISTING STORM DRAIN LINE NOTES; CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. P.R.C. t: t: 11+8186 G.L. 15.00 RL STA. 11+86.30, F.O.C. 352.6r + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. EXISTING GAS LINE I . SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL *4" ON SHEET 4. P.Rc. STA- 10�22-14 CL 15-00 LT- STA. 10+22.95, F.O.C. 352-12- + FURNIS14 & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. TRACT BOUNDARY PLANS AND DETAILS. STA. 10+29.28 C.L. 18.00 LT. SM 10+30.91, F.O.C. 352.14! - - - - - - - GENTERLINE 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. GRADE BREAK/E.C. 11+00 12+00 STA. 10+57.86, F.O.C. 352.34! FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE PER DETAIL 'I" ON SHEET 7. UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STX 11+76.72 C.L. 18.00 LT. 364 362 360 358 356 354 STREET LIGHT PIER DESIGN 352 NO SCAL.E NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE NTH C.O.B. SID. DET. ST -14. 350 qTPP'P'T I Ir -PT - nP-TAII ptl �AP SCALE: NONE 10+00 11+00 12+00 (STA 10+00 00 C L TO 18+50 00 C L ) &Q SCALE: 1 = 40' 40' 20' 0, 40, 80' 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 VMIT � ON',- '), !1611-:1 SCALE: 1" = 40' HORIZONTAL SCALE: 1" 40' HORIZONTAL 1* = Ir VERTICAL 1" = 4' VERTCAL LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: 4-,1 zi ABBREVIATIONS STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G) CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ____D- + FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -o- DRAIN M OF WORK - SEE SCHEDULE S=0.45% 7 - CL CENTERUNE B.V.Q BEGIN VERTICAL CURVE 0 PR OSED EAST RL 11 U2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 F.O.C. STATIONING TABLE ELEV. SCALE: NONE 10+00 11+00 12+00 (STA 10+00 00 C L TO 18+50 00 C L ) &Q SCALE: 1 = 40' 40' 20' 0, 40, 80' 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 VMIT � ON',- '), !1611-:1 07-fl-tq Uvirts D?JL Know what's below. Call before you dig. �O Ll 44 SCALE: 1" = 40' HORIZONTAL SCALE: 1" 40' HORIZONTAL 1* = Ir VERTICAL 1" = 4' VERTCAL LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: ABBREVIATIONS STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS G) CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ____D- FIL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE DRAIN M OF WORK - SEE SCHEDULE CL CENTERUNE B.V.Q BEGIN VERTICAL CURVE 0 STORM MANHOLE U2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 F.O.C. STATIONING TABLE ELEV. ELEVATION EN.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS El FLOWUNE STATION - SEE TABLE NET. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION CONSTRUCT TYPE "A" NOTE- INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. [D P.R.C. STA. 8+82.46 C.L. 13.44 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CATCH BASIN NTH a5! OPENING PER STA. 8+47.99, F.O.C. 350.99' B.C. BEGIN CURVE P.C.r POINT OF COMPOUND CURVATURE C.O.S. SM. D-14, UNLESS N07M OTHERWISE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REMSED P.R.C. STA. 10+22.14 C.L. 15,00 RT. STA. 10+22.95, F.O.C. 351.53' E.C. END CURVE "A" STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL V ON SHEET 4. T.C. TOP OF CURB CONSTRUCT TYPE CATCH BASIN WITH 3.5! OPENING PER PER CALTRANS STANDARD SPECIRCATION PTH-02ALKYD. Ec STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' PAV.C� POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. SM. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING S14ALL BE NON -THERMOPLASTIC. CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT P.R.C. OF VERTICAL CURVE FC FINISH CONCRETE AND 6" REVEAL PER DETAIL "2" ON SHEET 4. STA. _STA- 10+45.26 C.L. 20.21 LT. STA, 10+45.00, F.Or 351.78' P.O.C. PA POINT ON CURVE R/W RGHT-OF-WAY PROPERTY LINE POINT -s- SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DE51GNATION: PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. GRADE BREAK/E.C. 10�5786 aL 18-00 LT STA. 1D+57.86, F.O.C. M11 v E.P. A.P. ANGLE EDGE OF PAVEMENT c" CURB AND GUTTER SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER UNITTBOUNDARY STAL 10+88.00 rL 18,00 RT. STA. 10+89.63, F.O.C. 352.05' F.O.C. FACE OF CURB EX. EXISTING INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) Br STk 11+76.72 CL 18.00 LT. STA. 11+76�7Z F.O.C. 352.67' P.A.F.L. PARKING AREA FLOW LINE INV. INVERT SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SIGN NTH OM4-3 MARKER AT THE UNIT BOUNDARY OF P.R.C. STA. - 11+8&86 G.L. 15.00 LT. - TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME nME. STA. 11+84.67, F.O.C. 352.66 FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. SID. ST -22. EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN ar STA. 11+76.72 C.L. 18.66 RT. STA. 11+7&A F.O.C. 352 68� Q EXISTING SURVEY MONUMENT EXISTING STORM DRAIN LINE NOTES; CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. P.R.C. STA. 11+8186 G.L. 15.00 RL STA. 11+86.30, F.O.C. 352.6r + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. EXISTING GAS LINE I . SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL *4" ON SHEET 4. P.Rc. STA- 10�22-14 CL 15-00 LT- STA. 10+22.95, F.O.C. 352-12- + FURNIS14 & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. TRACT BOUNDARY PLANS AND DETAILS. STA. 10+29.28 C.L. 18.00 LT. SM 10+30.91, F.O.C. 352.14! - - - - - - - GENTERLINE 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. GRADE BREAK/E.C. STA. 10+57.86 C.L. MOO RT. STA. 10+57.86, F.O.C. 352.34! FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE PER DETAIL 'I" ON SHEET 7. UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STX 11+76.72 C.L. 18.00 LT. STA. 11+78.34, F.O.C. 352.81' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER P.R.0 STA. ll+Ba86 CIL MOO LT. STA. 11+86.30, F.O.C. 352.8V EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTOR UMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WNGS E3 PARKING AREA - SEE CONSIRUC71ON NOTE B. ALL BASINS TO "A" B.C. STAL 11+76.72 C.L. 18.00 RT. STA. 11+76.71, F.O.C. 352.88' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. CATCH BE TYPE NTH 3.5' OPENINGS P.R.C. STA. 11+8186 CL MOO RT. STA. 11+84.67, F.O.C. 1 352.85' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 07-fl-tq Uvirts D?JL Know what's below. Call before you dig. �O Ll 44