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Home My WebLink About1.1-7299 Ph 3 - 7PG&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 UTILITIES, INCLUDING ALL NON -UTILITIES 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 LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, 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. ASPHALT CONCRETE PAVING NOTES: - 6.80 STANDARD NOTES UNIT 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 5 � AND TYPE 8 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN UNIT SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF - 11.36 ACRES SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 7 TRANSPORTATION STANDARD SPECIFICATIONS. -ACRES 2 PROVISIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART 0 LXz 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 370 OF THESE PLANS: ST -1, ST -2, ST -3, ST -4, ST --6, ST -7, ST -9, ST -10 505 337 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CONCRETE PARKING SUBGRADE . ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 W� MING SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 308 92 906 CONCRETE PARKING AREA i. SM m. on 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 6,426 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED 48,942 0.20' TYPE "B" ASPHALT CONCRETE OVER D 1r ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) 0 0.40' AGGREGATE BASE (PER NOTE 16) OVER 567 Z ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED LF 0.50' O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY PER 1,212 852 BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 651 C.O.B. STD. ST -9. SIDEWALK Q "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD t- 5 O 12,140 5,870 SPECIFICATIONS. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 3,588 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 4,212 BAKERSFIELD STD. DWG. ST -13. 15,444 HANDICAP RAMPS THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 2 Q TO BE INSTALLED z 4 PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY 12 Q EXISTING EA. W ENGINEER. 1 5 3 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 5' -'-' INSTALL TRAFFIC CONTROL SIGNS 14 0 13 CITY ENGINEER'S REVIEW AND APPROVAL: m INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 MONUMENT ENCASEMENTS EA. 5 2 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 7 5 A. A LIST OF AGGREGATE AND ASPHALT SOURCES. LOCAL STREETS �- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' 890 765 464 OUTHERN PACIFIC POST TOP PER DETAIL 1 ON SHEET 7. 4,027 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK 1 $' INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. _77 Q Q CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD h rA_ 7 STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. STREETS UNLESS OTHERWISE NOTED. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 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 8. - SEWER LATERAL LOCATIONS TO BESTAMPED ( S) INTO THE CURB FACE OVER DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS EACH SEWER LATERAL. OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE, -ASPHALT CONCRETE MIX DESIGN. MINIMUM OF 6" THICK. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE PAVEMENT GRADE. CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 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 12, WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS - STANDARD SPECIFICATIONS SHALL BE MET. WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR = EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL SIDEWALK 6" FROM BACK. - BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY .OF BAKERSFIELD 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED OTHERWISE PERMITTED BY THE CITY ENGINEER. STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR. THE WORK 10, INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED _ ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE PRIOR TO ISSUANCE OF THE PERMIT. SHOWN ON THE PLANS AND AS DIRECTED BY THE CIN ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 14• AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO � 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD l ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON .EACH LANE. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 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 AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS.. AGGREGATE BASE 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE 1S MORE THAN 0.15 FOOT, PAVING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 957 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO ,957 OF THE MAXIMUM TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. _ 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 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 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE WITH CALIFORNIA TEST 375. NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 18, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR HOURS NOTICE. (661) 326-2049. BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY 4F THE DUST CONTROL PLAN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT (DCP) FOR THIS PROJECT FROM THE DEVELOPER,. AND SHALL KEEP A COPY ON MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY- OF THE REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE EITHER LESS THAN 907 OR MORE THAN 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY DEVELOPER AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: WITH PROVISIONS OF SAID PLAN. 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS MAY BE SUBSTITUTED WITH PARAFFIN. OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, .2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL B. REMOVAL AND REPLACEMENT, OR BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING THE CONTRACTOR'S EXPENSE. NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. FOR THIS PROJECT. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS _IN THE FIRST PARAGRAPH AND A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS, THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 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 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS THE CITY ENGINEER. LE 25.- PRIOR TO PAVING. THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. FL _ CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"........ WHICH ALLOWS UP TO 507 OF THE CL VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, 26. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET ELEV. CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING B.C.R BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 957 MAXIMUM DRY DENSITY. AND/OR UPGRADING AS PER CITY ENGINEER. E.C.R B.C. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD E.C. SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET P.1 V LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL TO WHERE THEY ARE SHOWN HEREIN. CONFORM TO THE FOLLOWING: P.O.( P P 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY F.O. THE GRADE ESTABLISHED BY THE ENGINEER. ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD P.A.F TO PREVENT EROSION ONTO THE SIDEWALK. 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 29• UNITS 3, 4, 5, & 7 ARE TO BE ALL CONSTRUCTED SIMULTANEOUSLY AND o@ FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 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 UTILITIES, INCLUDING ALL NON -UTILITIES 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 LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, 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. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS FOR VESTING TENTATIVH. K111rQE PROJECT AREA: 32.11 ACRES UNIT STOCKDALE - 6.80 ACRES UNIT T. 30 S., a R. 26 E. UNIT 5 � ACRES UNIT 6 - 11.36 ACRES UNIT 7 - 3.98 -ACRES 2 PROJECT SIT 269 1,382 0 LXz CUYD 332 370 183 505 337 1,727 CONCRETE PARKING SUBGRADE CUYD W� MING AVENUE 308 92 906 CONCRETE PARKING AREA i. SM m. on 11,732 r 6,426 16,665 4,958 48,942 o D 1r 2 0 346 567 Z 6" CURB LF 1,544 1,212 852 2,168 651 o SIDEWALK Q tarp t- 5 O 12,140 5,870 WHITE LANE DRIVEWAY SQFT 3,588 3,432 2,184 4,212 Q 15,444 HANDICAP RAMPS EA 2 4 z 4 2 12 STANDARD STREET NAME SIGNS EA. W 2 1 5 3 13 D EA. 2 14 0 13 4 m 12 MONUMENT ENCASEMENTS EA. 5 2 5 7 5 24 LOCAL STREETS LF 890 765 464 OUTHERN PACIFIC RAILROAD 4,027 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1 1 _77 Q Q p CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS FOR VESTING TENTATIVH. K111rQE 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 MING AVENUE, HIGHGATE PARK BOULEVARD, 269 1,382 SUBGRADE PREPARATION CUYD AND UNITS 1 CX 2 STREET PLANS . HAVE BEEN VICINITY MAP APPROVED AND ARE CONSTRUCTED. NOSCALE _----------------------------------------------------------------- -l..l�-1--�l.l.��!-1�-l.l��-l-1�l...l-�l-l-��-�"!-�f!•i-1l.��;l�!---�:i��►-!'��,�!- -- - _-- -. ---------------------------------------------------------------------------------------- ----- --- MING AVENUE - _----__�-- - -- - - U-- - - -ilF- _-----T--- - I (ARTERIAL PUBLIC STREET) - II. -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- _� N _ ip iM 1! 13 3 4 ° ° 7 3 \ I� I U N 1 7 d I> mI 2 - 3 - '� a I / - _ BARBON BECK AVENUE \ - _ U N I T 3 _ �- BARBON BECK AVENUE . - 13 m I 3 I 14�- i I I l� 13`� a Y I 2 m -- 3 ® n N is u. V I I 6_ I I_ 6 3_ ' I I I I I }' ._ .�12 V1 1 1 = 3 4 34 I C� . 0 I 13 n n ® 14 n u 11 �\ 12 13 14 13 1a 17 1 9 18 LEIGHFIELD WAY n 2 \ - EVERTON AVENUE mjr-- 10 J#1 LAADSCAUff 1WK��s UNIT 7 UNIT � 11 i 10 ( a 14 1s 15 ' I I EX UNI 1 25 'n ® a I (NOT A PART) .17 23 24 1 1a 1a / / \ �\ / to - TRACT 7300 12 �� AV o \ pPC>� (NOT A PARTS 3 „ I I 1a 7 19 I a E X. U N I T ss 4 - - �' -� _ ' 16 14 m (Nor A PARTS TRACT 7 7 - i 1 \ 302 0000 1a o T 13 (NOT A PARr) I to !� 19 20 I 12 21 PROJECT MAP SCALE: 1"=200' SHEET NO. INDEX LIST OF MATERIALS. :LEND: 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. II 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 SQFT 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 SQFT 8,378 8,034 4,620 12,140 5,870 39,042 DRIVEWAY SQFT 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 890 765 464 1,264 644 4,027 FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEVATION E.V.C. END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION 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 /L PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER C. FACE OF CURB EX. EXISTING P.A.F. PARKING AREA FLOW LINE INV. INVERT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. EXISTING SURVEY MONUMENT -}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. --C> FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE PER DETAIL "1" ON SHEET 7. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PER CONSTRUCT f B.STD. ST-7O.M( (UNLESS OTHERWISEWIDTH DRIVEWAY /3' WING NOTED) S 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 & MORLEY WAY 7. CUMBRIAN WAY & BROCKLESBY STREET TRACT 7299 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION. WITHIN 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 DUR G CONSTRUCTION, SHALL BE CORRECTED AND SUCH CORRECTIONS LE TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. AP A. Mcl TOSH R.C.E. 33322 DATE EXP. 6-30-20 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. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069' EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: 71:? V12" DATE 00 ca z THE BEARING OF N 01002'20" 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 - - D 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 0 FLOWLINE STATION - SEE TABLE p BENCHMARK USED: CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: C.O.B. STD. D-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 WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION 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., QS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. LSECTION LETTER A ELEV = 367.96' (NAND 88 DATUM) SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - , S EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN - - o EXISTING STORM DRAIN LINE NOTES:- II, c EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ■� ■ ■ ■ ■ •�•� ■ ■ TRACT BOUNDARY PLANS AND DETAILS. - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20TYPE "B" A.C. _ ._ _ - - ■. UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50" COMPACTED Know what's below. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER CONSTRUCTION LIMITS C.O.B. STD. ST -13. Call before you dig. PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" NTH, 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1 1 _77 Q Q p h rA_ 7 00 ca z II, 4 3 2 FULHAN STREET SEE SHEET 6 362 360 358 356 354 352 350 348 346 SEE� WAY BARBON BECK AVENUE ��TWAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1° = 40' HORIZONTAL 362 "rte, B.C./END C&G F.L/ RADIUS LENGTH TANGENT DELTA C1 ■� 39.27' 25.00' 90'00'00" C2 Uj IT 3 37.00' 90000'00" N c4 N M " i P.A.F. 12.86' 6 19'55'11" 7 8 Cj 1C)II 4.20' STA. 15+67.76 C.L. 12.00 LT. = tg STA. 15+67.76 F.L. 1 7.55' 19'55'11" P.R.C. s 11. STA. 15+69.65 F.O.0 1 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1 I I 1 E.C. ' o LJ w SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - 2 s 354 SHEET WHERE SECTION IS SHOWN - - D EXISTING STORM DRAIN LINE NOTES: GW J 352 J ■ ■ ■ ■ ■ ■ TRACT BOUNDARY PLANS AND DETAILS. - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. I+ UNIT BOUNDARY V LL: 0 J � ao O RT. CURVE CONSTRUCTION LIMITS C.O.B. STD. ST -13. IM _ M STA. 15+85.56, F.O.C. 2 Q w c'i N L_ O c'I v IU C3 C3 E.C. 'Q I� s a 353.31' C3 w B.C. �. STA. 18+25.25, F.O.C. J 07 O La Ui_ STA. 18+33.20, F.O.C. Ln M n z o Q NI LL Ui Ui ¢ 5 r� 1 a IKi >- c6 pi I ' I t+i 354.05' �+ �1 ate+ 3+ O) O M 00 +1 Go 9+ I+ 3+ +i _• 3+ ' I+ STA, 14+13.78, F.O.C. 353.45' I r -to 00 (PRIVATE STREET) 00 C40� N >�� oQ W J \ W B.. O N pQ P� a 2 5 od ,a m to M J W W N cn. IL` N , la M Z \O W 1@ W �. \ ' L+- cV M N L� Q cV M a M (n 13 6 ._/ L� M i) a M Z> E9 - 72991 z� v \Z > \Tt > m_C9 w J W W Li - � �� r f ;, .-1"° ip �-� W W Z/// CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'00" C2 37.00' 58.12' 37.00' 90000'00" C3 37.00' 12.86' 6.50' 19'55'11" C4 10.00' 7.95 4.20' 45'34'23" C5 43.00' 14.95' 7.55' 19'55'11" 0 0 cV U JJ O U li L,: Q (ft c6 000000 cn V) cn SCALE: 1 " = 40' 40' 20' 0' 40' 80' 360 13+00 J TABLE (STA. 10+00.00 C.L. TO 18+50.00 C.L.) REF. NO. DESCRIPTION SCALE: 1" = 40' HORIZONTAL F.O.C. STATION T.C. ELEV. SCALE: 1" = 4' VERTICAL LEGEND (CONT.): LEGEND (CONT.): - - D 358LZ O1 CURVE NUMBER FOR CURVE DESCRIPTION ® , ® ITEM OF WORK - SEE SCHEDULE 354.39' REFER TO SEWER & STORM DRAIN PLANS a FLOWLINE STATION -SEE TABLE 50.00' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: ® C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 356 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THRMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: OS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER o E.C. STA. 13+35.19, C.L. 18.00 RT. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - 2 s 354 SHEET WHERE SECTION IS SHOWN - - D EXISTING STORM DRAIN LINE NOTES: c 352 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ■ ■ ■ ■ ■ ■ TRACT BOUNDARY PLANS AND DETAILS. - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. •■■ ■r• UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED ao 350 RT. CURVE CONSTRUCTION LIMITS C.O.B. STD. ST -13. IM _ M 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STA. 15+85.56, F.O.C. 353.14' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. L_ O 348 STA. 16+15.36, F.O.C. , ©5 E.C. STA. 16+15.19, C.L. 18.00 RT. 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. J 07 O La Ui_ STA. 18+33.20, F.O.C. Ln M 10+00 11+00 P.R.C. STA. 18+53.55, C.L. 15.00 RT. STA. 18+64.11, F.O.C. 353.97' 19 M tf M n N t+i 354.05' M O) O M Q a M STA. 14+09.16, F.O.C. 353.45' , M N STA. 14+08.90, C.L. 18.00 RT, STA, 14+13.78, F.O.C. 353.45' O -1- Li LG Q nj 00 (PRIVATE STREET) w > J J Li W W J \ W B.. O WMSP EXHIBIT 4-19 m > J W to M J W IL` N , la M Z \O W 1@ W �. \ ' L+- cV M > M M W ` w L� Q cV M a M LO ,•� L� M i) a M Z> E9 - M J v \Z > \Tt > m_C9 w J W W Li - � w ip �-� W W O � � II > W , > a� �> mw >� �> tA W`N- mw W ti � W Q CL: 0 W 11 wW ao Z C + W FQ- La� jZy._ \ a c0 + O rn + O rn O 0= O �U N Z Z �- C , , C) + _ rn �" J� W O' m O cif 0 t0 J n U cp W CG p Q ♦ p +� 00 Go W �, W .-- U , mm (n Li KIP5 C3 L] W M t300 U Q , Z� d + O �� Up, Q U Q Q Z r- N Ld IQ , _j � \ n N > � � -� W 0 W 'V co N 0: �� Ina C3 W t- m m cn = � Li � Z � ♦ 0: C3 I<-- m cn \ Z �W rQ_ Q� W W fn m to m cn L,S cn p 00 Li c0 -j N 'Q + U _Q _+ � aD -M- Sr -0.25% U Q I Ir Lei cn S=0.3016 , o + a OSED S � a: W Lo Y/ >- Q X0.,25% ..... - r- (zIS tic-> ��O (n �j z FQ- _ a V<) a: i9 W 'Q ' Q ~ N m cn S=-0.?5% �Lal_W_ PROPOSED SOUTH FLOWLINE _ ' I, S=0.32 I� PROPOr SOUTH OWUNE w w O 11 �° cn PROPOSE) NORTH FLOWLINE 1 PROPOSED NORTH 'FLOWLINE � W I 1 (Ato (Dorn_ , CN z w J z�z M 00 -II-tL�r cD o 'w' > I Z _WIZ Q+ H- -L0 z m J ■ F- � M I ( I I ( J ( I I I I I ( mom :Dl=) 1 L- O ( I i U F- 360 13+00 J TABLE (STA. 10+00.00 C.L. TO 18+50.00 C.L.) REF. NO. DESCRIPTION SCALE: 1" = 40' HORIZONTAL F.O.C. STATION T.C. ELEV. SCALE: 1" = 4' VERTICAL LEGEND (CONT.): LEGEND (CONT.): - - D 358LZ O1 CURVE NUMBER FOR CURVE DESCRIPTION ® , ® ITEM OF WORK - SEE SCHEDULE 354.39' REFER TO SEWER & STORM DRAIN PLANS a FLOWLINE STATION -SEE TABLE STA. 10+57.86, C.L. 18.00 LT. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: ® C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 356 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THRMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: OS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER o E.C. STA. 13+35.19, C.L. 18.00 RT. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - 2 s 354 SHEET WHERE SECTION IS SHOWN - - D EXISTING STORM DRAIN LINE NOTES: c 352 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ■ ■ ■ ■ ■ ■ TRACT BOUNDARY PLANS AND DETAILS. - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. •■■ ■r• UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED Li 00OR M 350 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER STA. 15+74.90, C.L. 15.00 LT. CONSTRUCTION LIMITS C.O.B. STD. ST -13. � _ M 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STA. 15+85.56, F.O.C. 353.14' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. L_ O 348 STA. 16+15.36, F.O.C. , ©5 E.C. STA. 16+15.19, C.L. 18.00 RT. 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. 346 07 P.R.C. M U-1. M STA. 18+33.20, F.O.C. Ln M 10+00 11+00 12+00 13+00 14+00 15+00 W7RIT 17+00 iE:111Z1l 1 U+UU 11+00 LEGEND: ABBREVIA11ONS FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE E.C. END CURVE T.C. TOP OF CURB P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C&G CURB AND GUTTER F.O.C. FACE OF CURB EX. EXISTING P.A.F.L PARKING AREA FLOW UNE INV. INVERT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. @ EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -¢- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -� FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE PER DETAIL "1" ON SHEET 7. < EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PER C.O.B. CONSTRUCT STD. BST-7.0M(UN SS OTHERWISE IDTH DRIVEWAY /NOTED)GS 12+00 13+00 J TABLE (STA. 10+00.00 C.L. TO 18+50.00 C.L.) REF. NO. DESCRIPTION SCALE: 1" = 40' HORIZONTAL F.O.C. STATION T.C. ELEV. SCALE: 1" = 4' VERTICAL LEGEND (CONT.): LEGEND (CONT.): - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCRIPTION ® , ® ITEM OF WORK - SEE SCHEDULE 354.39' REFER TO SEWER & STORM DRAIN PLANS a FLOWLINE STATION -SEE TABLE STA. 10+57.86, C.L. 18.00 LT. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: ® C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THRMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: OS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER o E.C. STA. 13+35.19, C.L. 18.00 RT. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - 2 s EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN - - D EXISTING STORM DRAIN LINE NOTES: c EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ■ ■ ■ ■ ■ ■ TRACT BOUNDARY PLANS AND DETAILS. - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. •■■ ■r• UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED Li 00OR M 12 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER STA. 15+74.90, C.L. 15.00 LT. CONSTRUCTION LIMITS C.O.B. STD. ST -13. � _ M 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STA. 15+85.56, F.O.C. 353.14' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. L_ O STA. 16+08.05, C.L. 15.00 RT. STA. 16+15.36, F.O.C. , ©5 E.C. STA. 16+15.19, C.L. 18.00 RT. 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. 353.92' 07 P.R.C. M U-1. M STA. 18+33.20, F.O.C. Ln M -> W P.R.C. STA. 18+53.55, C.L. 15.00 RT. STA. 18+64.11, F.O.C. 353.97' 19 E.C. M n N t+i 354.05' ® O) O M Q a M STA. 14+09.16, F.O.C. 353.45' , M N STA. 14+08.90, C.L. 18.00 RT, STA, 14+13.78, F.O.C. 353.45' O -1- Li LG Q nj (PRIVATE STREET) !��' r� L0 pl_ M M > J J Li W W J \ W B.. O WMSP EXHIBIT 4-19 m > J W to M J W Ln M _j Z \O W 1@ W �. \ , + �--�• A > M M W ` w N M •• L� M i) a M Z> E9 - v \Z > \Tt > m_C9 w J W W Li - � D U ip �-� W W O � � , m 0: W ... WW J ti � W Q CL: 0 Z C + W FQ- La� jZy._ \ a c0 + O rn + O rn O 0= O �U N Z Z �- C , , C) + _ rn �" COi W O' m O cif 0 t0 J n U cp W CG p Q ♦ p +� 00 Go W �, W .-- U Ci� mm (n C3 L] W M t300 U Q , Z� d Ll �� Up, Q U Q Q Z r- N Ld ,.- S--fY.257C N 0: �� Ina C3 W t- m m cn = � aSE N I civ Q w-�- cn 0: C3 I<-- m cn \ Z �W rQ_ Q� W W fn m to m cn L,S cn Sr -0.25% 1 I Ir Lei cn S=0.3016 PRPI OSED S TH FLOWL.IN >- PROPOSED SOUTH FLOWLINE I, I� PROPOr SOUTH OWUNE w w O �° cn I (Dorn_ z J z�z _ 1 U+UU 11+00 LEGEND: ABBREVIA11ONS FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE E.C. END CURVE T.C. TOP OF CURB P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C&G CURB AND GUTTER F.O.C. FACE OF CURB EX. EXISTING P.A.F.L PARKING AREA FLOW UNE INV. INVERT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. @ EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -¢- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -� FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE PER DETAIL "1" ON SHEET 7. < EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PER C.O.B. CONSTRUCT STD. BST-7.0M(UN SS OTHERWISE IDTH DRIVEWAY /NOTED)GS 12+00 13+00 14+00 15+00 TABLE (STA. 10+00.00 C.L. TO 18+50.00 C.L.) REF. NO. DESCRIPTION SCALE: 1" = 40' HORIZONTAL F.O.C. STATION T.C. ELEV. SCALE: 1" = 4' VERTICAL LEGEND (CONT.): LEGEND (CONT.): - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCRIPTION ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE 354.39' REFER TO SEWER & STORM DRAIN PLANS a FLOWLINE STATION -SEE TABLE STA. 10+57.86, C.L. 18.00 LT. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: ® C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THRMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: OS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER o E.C. STA. 13+35.19, C.L. 18.00 RT. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - 2 s EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN - - D EXISTING STORM DRAIN LINE NOTES: c EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ■ ■ ■ ■ ■ ■ TRACT BOUNDARY PLANS AND DETAILS. - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. •■■ ■r• UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED 353.05' 12 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER STA. 15+74.90, C.L. 15.00 LT. CONSTRUCTION LIMITS C.O.B. STD. ST -13. ©3 PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STA. 15+85.56, F.O.C. 353.14' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 16+00 17+00 18+00 CONSTRUCTION NOTES: O1 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. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A ORF DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. O6 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL 73" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. R/W 362 360 358 356. 354 352 350 348 346 362 360 358 356 354 352 350 348 346 60' RIGHT OF WAY R/W 12' F.O.C. STATIONING TABLE 18' 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 RT. 'STA. 10+22.95, F.O.C. 354.35' Q E.C. STA. 10+29.28, C.L. 18.00 RT. STA. 10+30.91, F.O.C. 354.39' Q E.C. STA. 10+57.86, C.L. 18.00 LT. STA. 10+58.12, F.O.C. 354.33' ® B.C. STA. 12+02.62, C.L. 18.00 RT. STA. 12+04.25, F.O.C. 353.97' 5❑ P.R.C. STA. 12+09.76, 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' o E.C. STA. 13+35.19, C.L. 18.00 RT. STA. 13+40.06, F.O.C. 353.64' ® B.C. STA. 14+82.62, C.L. 18.00 RT. STA. 14+87.50, F.O.C. 353,27' Q P.R.C. STA. 14+89.76, C.L. 15.00 RT. STA. 14+95.45, F.O.C. 353.19' B.C. STA. 15+38.48, C.L. 18.00 LT. STA. 15+38.74, 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' 12 P.R.C. STA. 15+74.90, C.L. 15.00 LT. STA. 15+77.60, F.O.C. 353.05' ©3 E.C. STA. 15+82.04, C.L. 18.00 LT. STA. 15+85.56, F.O.C. 353.14' ® P.R.C. STA. 16+08.05, C.L. 15.00 RT. STA. 16+15.36, F.O.C. 353.23' ©5 E.C. STA. 16+15.19, C.L. 18.00 RT. 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. 353.92' 07 P.R.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' 19 E.C. STA. 18+60.69, C.L. 18.00 RT. STA. 18+72.06, F.O.C. 354.05' ® UNIT BOUNDARY STA. 14+08.90, C.L. 18.00 LT. STA. 14+09.16, F.O.C. 353.45' 21 UNIT BOUNDARY STA. 14+08.90, C.L. 18.00 RT, STA, 14+13.78, F.O.C. 353.45' 60' RIGHT OF WAY R/W 12' 18' 18' 12' m 1 5' 7' 6' 2'1 10' 10'2' 6' I 7' 5' 1 V LANDSCAPE Q Z W Z LANDSCAPE WAALK AREA m o W LANE � LANE o AREA wD� 1 MIN. 4:1 MAX. 0 O Q a -� 5X YIN. I 1.5X MIN. J � c� '� O a 2X � 4:1 MAX. I -�- w wL_ YAX. C� 3.4X MAX. L- _-t_.i- �31'L4i -----• I. li � i y��i r+ ��Y r( H ✓i %iI'"Y J f..j 1 PROPOSED �,�, � , r �, ,tom,,, ,errs=,�rr_.r� ,� ,_ �, j, -11 �, ,� 7�i;�,�, li PROPOSED SIDEWALK 0.20' A. C. PA WNG SIDEWALK 6" CONCRETE w/ 0.40' AGG. BASE 6" OG CORP. TO 95X 0.50' COMPACTED SUBGRADE ® 95X REL. DENSITY. 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C7 C2 _= �' - �1 8 3+00 N89 46 55 W - - 00 0 575.00 STA. 18+97.53 C.L L1 -19+� C6 _ b&20+00 21+00 4 1 " ' - ;n N87'39'45"E 201.99 oo o C11 4 8 C2 2 N ,,� _ 24+00 25+00 C2 26+00 C2 5 27+00 C2 C5 6" SEWER � I 8 SEWER i / ! 4 //`/////.�////////�//%/i ////, i !/////!`//////////�i/:'/////.�`/�►�///////`//r`/!/,�/� ' ,///////f / //////, /// � , C3 f /, / //f � x , , / % 4 72 915 R ci 13Cl 01,Uo P� U U 1617 o 1 0 5 oa v o P/L 2 5 6 o wo, 12 11 N 11• La. La: ILL: L.. 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N N ca � � to � st d- In I I = a-o+oa+o �a+oo+o I i Q+± o +++�j� X18 181 v�� o• +++ H' I r r r rI 17 E.C.-P.A.F.L - 16 ! 15- - N N NN NCD Cn Cn �, 30�C30'`�, W Cn N \ NNN Q >i Qat STA. 19+19.83C.L. 12.00 RT. oda <d a 5' d a 22 21 20 19 L-- f- f- f- f- f- f- f- f- 1<-: g min cn Imcn cn STA. 19+20.37 F.L. C6 cn cn W cn cn N I ti� ao cn m cn BROCKLESBY STREET • SEE SHEET 7 BARBON BECKL AVENUE 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 (PRIVATE STREET) (STA. 18+50.00 C.L. TO 27+69.12 C.L.) SCALE: 1" = 40' HORIZONTAL 1100 P/L P.I./GRADE BREAK:i STA. 28+11.12 C.L.1 0.00 RT = STA. 28+42.82 F.L. NORTH C4 I STA. 28+42.58 F.L SOUTH rk DRIVEWAY STA. 28+32.68, F.L. "+n�k U U " " 1 'rTq, ? 12 0 2 5 6 0 Q N h. Ic$" 11 h it IF a �l Ago ��, F IKi loo (^ ^I F' N >N N v O >N N >N N N *- 14 li la IQ ;-Ir- �`' oc to (� U nQ od IN \ od I� od _j� �I r' N�� • =� `` Icn Icn \ c ! Iv) Q cn N / \ QmC C.± Li Lam. U La: � d -- r -L J O J -i Q + Uj W V cNo, cNo, rn C4 cq 00 ~ '� z CJ La. d La: 3+ N o _Z r- 00Wr J I N rrf\ U tpCflCV O ♦ ♦ m�O LL Q�pO�I i I p In Lo I Z'� lnit t+D I WNN l5 NNS OMS Oa 1 Urj Z NNN W NNN J d nn n U++ LINE TABLE UNE BEARINGDISTANCE LENGTH L1 N 89'46'55" W 47.53' L2 N 89'46'55" 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' 45'34'23" C3 37.00 29.63 15.66 45 52 37 C4 42.00' 199.21' 40.73' 271'45'14" C5 500.00' 22.30' 11.15' 02'33'19" C6 482.00' 21.50' 10.75' 02'33'19" C7 488.00' 21.76' 10.88' 02'33'19" C8 512.00' 22.84' 11.42' 0213'19" C9 51 &00' 23.10' 11.55' 0213'19" C10 512.00' 22.83' 11.42' 02'33'19" C11 488.00' 19.76' 9.88' 02'19'14" C12 482.00' 5.32' 2.66' 00'3759" C13 10.00' 7.81' 4.12' 44'44'07" C14 10.00' 8.10' 4.29' 46'25'22" 18 17 � � 16 15 Q cn da Q N N : 13 SCALE: 1 " = 40' W N cn I m cn cn cn I I a cn cn v~i a vv) v~i i 40' 20' 0' 40' 80' m 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 50.01 o.o LEGEND (CONT. ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE P.R.C. STA. 18+53.55, C.L. 15.00 RT. STA. 18+64.11, F.O.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 E.C. REFER TO SEWER & STORM DRAIN PLANS a FLOWLINE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION B.C./GRADE BREAK STA. 18+97.53, C.L. 18.00 RT STA. 19+08.91, F.O.C. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE �' CONSTRUCT TYPE "A" CATCH BASIN WITH. 3.5' OPENING PER VERT. - VE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE B.C. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.C. END CURVE T.C. TOP OF CURB ' CO O� VERT. URVE STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. -� P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ' POINT ON CURVE R/W RIGHT-OF-WAY s J SECTION DESIGNATION: PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER ih J to Li' � - -j L+- cP. Q U") SECTION LETTER F.O.C. \ J 0) 0 °p m ;,� °' tr j M t1� E.C. STA. 21+44.12, C.L. 18.00 LT. STA. 21+50.88, F.O.C. N LJ�' U M PARKING AREA FLOW LINE INV. INVERT C SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - -- - 2 --! La_ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. S EXISTING SEWER LINE tit-� ' Om0 CO J EXISTING SURVEY MONUMENT - - D h W N • -+-- J N 00 T to 1. - SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN J r FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY C� ? f� m ' 17 - Li a-- 2. LOCAL STREETS - P " " L PAVEMENT TO BE 0.20 TYPE B A.C. la. FURNISH & INSTALL PRIVATE STREET LJGHT-5800 LUMEN "LID" +� STA. 25+78.69, C.L. 18.00 LT. OVER 0.40' AGGREGATE BASE OVER 0,50' COMPACTED 354.19' TYPE PER DETAIL 1 ON SHEET 7. P.R.C. UNIT BOUNDARY STA. 25+93.41, F.O.C. 354.15' M M U M to 11. STA. 26+15.12, C.L. 15.00 LT. :- 1,01T L`� Q Kj In E.C. CONSTRUCTION LIMITS . C.O.B. STD. ST -13. M W Li In 10 -%p 0 m STA. 25+67.34, C.L. 18.00 RT. / PARKING AREA - SEE CONSTRUC11ON NOTE 6. Li -* rn Z \ b LfJ STA. 25+74.48, C.L. 15.00 RT. L'` p PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. P.R.C. STA. 26+03.76, C.L. 15.00 RT. I J Y W K 1 4- Q CV m E.C. Y r; Y N B.C. > WLAJ> m Z J > •LIJ 354.53' ® M Z U STA. 27+12.41, C.L. 18.00 RT STA: 27+30.40, F.O.C. 354.53' ® E.C. STA. 18+60.69, C.L. 18.00 LT. to C.9 M Z W W �Z J W w L� j it U W c0 > V > I W JW J�� w U \� W J CLrM > mM w W m I� \ to U > \ J �m L� CV qW In W " aW V- L j_ �D Li rrj df() jW I+J _j _w IEZWW Wm rjj N" c�i r Cy m pJ m 0 �mJ I L'' vv off, N c� + o+ W o � j w Z t0 CV C f J T m .�. W N N Z OW �� ^ J Li 4 rrN Z J t, Cp LIN ? cC r U '�' W Cr N 1 0' WO Z to ,� 1 > N U M T �� N U \PO cO J fr U v4 J WC�I Q ; -fr ' } - �� Q Q W M Q `t m 0: N C9 E1D-V r ' Q + - r r .r N i n m r--- N N U O s �nj c0 --! O U U p: Z t0 O + cG cZ� "T c 0 O la. ♦ a.Q h C9 .�j� U^ M W d Qp 0-' N + Uar _ - W V U 4TH ti ZQ GLR W� .-r I O •�f O �- -Z f` cq-N Z N d 1 N \� CUA 15 '.ZH ~ � cj;5 N N � L: ZQ + C9 N QQ tUZ rQ- W m mm CV a !}� t� i N 0 Q HQ n UT > O U I• m� �d vz U� C3 °D f4" mCV f -Q 0-+ R'N v�¢-' m N CL 'T C14 \p e� �z f- 0 mm � ZCn aW ~ a: V) S r -0.25% CL cn _ a�a. ,�L*� I W W oom z~C7 JCq sQ r � W W to I S=0.32X S= -0.,25X Q v Q '`'1 PROPOSED SOUTH FLOWUNE S=0A% w I PR N W lJj > cn Ul N LO PROPOSED NORTH FLOWUN 5--0:77%- r- =0..7-7 t 3 PR T OSED NOR FLOWLINE V • Y -I L il > w ; g cj J V / _rn cp 0000 - w Z La: aI _ m CA J6 ' e_I! z �� z J = U W ~ w a+ ~ 1-19 14(n SWT z J a U Q M � m 11 m +��' S �t •� N N J U W N F -T Z Q< U ri NN = * > �- --- __ =3 M<UHH 8 w m 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 50.01 LEGEND (CONT.)_ LEGEND (CONT. ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE P.R.C. STA. 18+53.55, C.L. 15.00 RT. STA. 18+64.11, F.O.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 E.C. REFER TO SEWER & STORM DRAIN PLANS a FLOWLINE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION B.C./GRADE BREAK STA. 18+97.53, C.L. 18.00 RT STA. 19+08.91, F.O.C. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE �' CONSTRUCT TYPE "A" CATCH BASIN WITH. 3.5' OPENING PER VERT. - VE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE B.C. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.C. END CURVE T.C. TOP OF CURB ' CO O� 01 000 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. -� P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER ih J to Li' � - -j L+- cP. Q U") SECTION LETTER F.O.C. \ J 0) 0 °p m ;,� °' tr j M t1� E.C. STA. 21+44.12, C.L. 18.00 LT. STA. 21+50.88, F.O.C. N LJ�' U M PARKING AREA FLOW LINE INV. INVERT C SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - -- - 2 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. S EXISTING SEWER LINE tit-� C-4- EXISTING SURVEY MONUMENT - - D h W N • -+-- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. * UNIT BOUNDARY EXISTING GAS LINE 1. - SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN --- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY C� ? 353.38' 17 - - 2. LOCAL STREETS - P " " L PAVEMENT TO BE 0.20 TYPE B A.C. -o- FURNISH & INSTALL PRIVATE STREET LJGHT-5800 LUMEN "LID" +� STA. 25+78.69, C.L. 18.00 LT. OVER 0.40' AGGREGATE BASE OVER 0,50' COMPACTED 354.19' TYPE PER DETAIL 1 ON SHEET 7. P.R.C. UNIT BOUNDARY STA. 25+93.41, F.O.C. 354.15' M M U M to 11. STA. 26+15.12, C.L. 15.00 LT. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER CV Q O a M EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS E.C. CONSTRUCTION LIMITS . C.O.B. STD. ST -13. t d CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) B.C. STA. 25+67.34, C.L. 18.00 RT. / PARKING AREA - SEE CONSTRUC11ON NOTE 6. U W Z \ b LfJ STA. 25+74.48, C.L. 15.00 RT. STA.: 25+90.03, F.O.C. J U I W > LL_ O Z J W PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. P.R.C. STA. 26+03.76, C.L. 15.00 RT. I J Y W j J J J W M © E.C. STA. 26+10.90, C.L. 18.00 RT. STA. 26+28.89, F.O.C. 354.27' ® B.C. > WLAJ> m Z J > •LIJ 354.53' ® M Z U STA. 27+12.41, C.L. 18.00 RT STA: 27+30.40, F.O.C. 354.53' ® E.C. STA. 18+60.69, C.L. 18.00 LT. STA: 18+72.06, F.O.C. 354.05' �Z J W w -jm TL Lim Q OC7 tW W Q. TZ in QW m Q Q� M W U r w W I� \ to ~'' W; CV r7 a oo m I `f?> `� r� mr�- '{? N ' crPi N N rm n N" c�i r �mJ I L'' vv off, N c� + o+ W o � j w Z t0 CV C f J T m .�. W N N J Li .ri c�i C`j N O + r� 2 to ♦ + ? cC r U '�' A + 2 Q N p R c0 a a- a r c3 + t0 h W N W d 04 1 N `t m 0: N C9 E1D-V r ' Q + - r r .r N i n m r--- N N M R- + co N a• Z �i UW _ _j (3 �[ Zfr- ZZ H �� U >�O QfQ-' h_ 9 d 1 N \� CUA 15 '.ZH ~ � cj;5 N N � tUZ rQ- W m mm Q QW Ln a: V) CL V) �N mfr- nac{�o W� S=0.30% I -f �N w cn �tn cd R'N v�¢-' m N - S r -0.25% ( SF0.25X r � I '`'1 PROPOSED SOUTH FLOWUNE w I PR N W lJj > cn Ul V • Y -I J w Z La: aI m J = U W ~ ~ 19+00 20+00 21+00 22+00 23+00 24+00 (STA. 18+50.00 C.L. TO 27+69.12 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL LEGEND: LEGEND (CONT.)_ LEGEND (CONT. ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE P.R.C. STA. 18+53.55, C.L. 15.00 RT. STA. 18+64.11, F.O.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 E.C. REFER TO SEWER & STORM DRAIN PLANS a FLOWLINE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION B.C./GRADE BREAK STA. 18+97.53, C.L. 18.00 RT STA. 19+08.91, F.O.C. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE �' CONSTRUCT TYPE "A" CATCH BASIN WITH. 3.5' OPENING PER NOTE: B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE B.C. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER O SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING E.C. STA. 21+44.12, C.L. 18.00 LT. STA. 21+50.88, F.O.C. P.A.F.L. PARKING AREA FLOW LINE INV. INVERT C SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - -- - 2 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. S EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN Co EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN UNE N • -+-- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. * UNIT BOUNDARY EXISTING GAS LINE 1. - SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN --- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY PLANS AND DETAILS. 353.38' 17 - CENTERUNE 2. LOCAL STREETS - P " " L PAVEMENT TO BE 0.20 TYPE B A.C. -o- FURNISH & INSTALL PRIVATE STREET LJGHT-5800 LUMEN "LID" B.C. STA. 25+78.69, C.L. 18.00 LT. OVER 0.40' AGGREGATE BASE OVER 0,50' COMPACTED 354.19' TYPE PER DETAIL 1 ON SHEET 7. P.R.C. UNIT BOUNDARY STA. 25+93.41, F.O.C. 354.15' ® P.R.C. STA. 26+15.12, C.L. 15.00 LT. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER -c_=- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS E.C. CONSTRUCTION LIMITS . C.O.B. STD. ST -13. t d CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) B.C. STA. 25+67.34, C.L. 18.00 RT. / PARKING AREA - SEE CONSTRUC11ON NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS P.R.C. STA. 25+74.48, C.L. 15.00 RT. STA.: 25+90.03, F.O.C. 354.12' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 25+00 26+00 27+00 CONSTRUCTION NOTES: 1 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. O4 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. O6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 28+00 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 Know what's below. 0811 before you dig. F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q P.R.C. STA. 18+53.55, C.L. 15.00 RT. STA. 18+64.11, F.O.C. 353.97' �2 B.C./GRADE BREAK STA. 18+97.53, C.L. 18.00 LT. STA: 19+01.04, F.O.C. 354.15' 0 E.C. STA. 19+19.83, C.L. 18.00 LT. STA: 19+22.54, F.O.C. 354.10' ® B.C./GRADE BREAK STA. 18+97.53, C.L. 18.00 RT STA. 19+08.91, F.O.C. 354.15' Q E.C. STA. 19+19.83, C.L. 18.00 RT. STA: 19+32.01, F.O.C. 354.09' © B.C. STA. 19+59.08, C.L. 18.00 LT. STA: 19+61.79, F.O.C. 354.00' ❑7 P.R.C. STA. 19+66.22, C.L. 15.00 LT. STA. 19+69.74, F.O.C. 353.92' Q P.R.C. STA. 19+95.51, C.L. 15.00 LT. STA., 20+00.65, F.O.C. 353.85' Q E.C. STA. 20+02.65, C.L. 18.00 LT. STA: 20+0&61, F.O.C. 353.89' 1[0] B.C. STA. 21+21.82, C.L. 18.00 LT. STA. 21+27.78, F.O.C. 353.59' 11 E.C. STA. 21+44.12, C.L. 18.00 LT. STA. 21+50.88, F.O.C. 353.54' 12 B.C. STA. 21+21.82, C.L. 18.00 RT. STA. 21+34.00, F.O.C. 353.59' Q P.C.0 STA. 21+27.34, C.L. 18.00 RT. STA. 21+39.32, F.O.C. 353.58' ® P.R.C. STA. 21+34.60, C.L. 15.05 RT. STA. 21+47.13, F.O.C. 353.50' 15 * UNIT BOUNDARY STA. 21+44.12, C.L. 12.00 RT * STA. 21+44.12, F.L. --- P.R.C. STA. 22+53.26, C.L. 15.00 RT. STA. 22+67.19, F.O.C. 353.38' 17 E.C. STA. 22+60.40, C.L. 18.00 RT. STA: 22+75.14, F.O.C. 353.40' 18 B.C. STA. 25+78.69, C.L. 18.00 LT. STA. 25+85.46, F.O.C. 354.19' 19 P.R.C. STA. 25+85.84, C.L. 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 E.C. STA. 26+22.26, C.L. 18.00 LT. STA.' 26+32.27, F.O.C. 354.30' ® B.C. STA. 25+67.34, C.L. 18.00 RT. STA. 25+82.08, F.O.C. 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' © E.C. STA. 26+10.90, C.L. 18.00 RT. STA. 26+28.89, F.O.C. 354.27' ® B.C. STA. 27+12.41, C.L. 18.00 LT. STA. 27+22.42, F.O.C. 354.53' ® B.C. STA. 27+12.41, C.L. 18.00 RT STA: 27+30.40, F.O.C. 354.53' ® E.C. STA. 18+60.69, C.L. 18.00 LT. STA: 18+72.06, F.O.C. 354.05' Know what's below. 0811 before you dig. ITY RECORDS N O: NOTE: REFERENCING F.L.F.L STATIONING ( V I m Z 0 W a 0 ITY RECORDS N O: NOTE: REFERENCING F.L.F.L STATIONING ( V I 2 CUMBRIAN WAY SEE SHEET 7 /18,1 18'\ /30' 30'-\ /• Z /I 00 0� /1 �O f 00 � C2 18" DRAIN LINE TABLE LINE BEARING DISTANCE L1 N 89'4655" W 117.13' L2 N 87'3826" E 199.89' L3 N 89'46'55" W 79.95' 358 356 354 352 350 348 346 344 342 -P/LU 1\1 I1 � � 7� 1 DELTA LL I Q Q_ r Y 358 90'00'00" ' Uj\1 T 58.12' J �{ J11) w W 14.95' 7.55' 13 O 10.00' J 4.20' 45'34'23" U� 500.00' N La 2'34'38» N r 80.00' u � J N ' ; 354 5.44' a M { U p W Q U `� V F-* d M g �'�, i 5 I I 14 z W �' I Q �� C10 - ,c J Q 12 j '� J W 1� 1 2 '- $ m Q�� I 4 { W ,: o J $ �$ != � LLj i Q$ PA E.P. J . t j --{ J N m r7 O Q LAJ P.R.C. 348 o O M mN r J © U a: I n' cn W plat C3 LA: 11-1(x -j (i } C7 I QQ O W > J �Uti , a ,•i a.. Li. U •ULJi: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN --¢- ►-00J BOO W I po a M W e� o o p=+ pW`- • QJJ O Z JJ ULL W O �_ r- r- -1 -J B.C. O m000M O OI TYPE PER DETAIL ON SHEET 7. �i O O U $ O O w to LA �" } J U U QI tL: Cr U LL C9 \ Y - - J p O Lt. LL Z tlj tt7 O O O U li >• Q•' M < 00 0o Li _ r r p = C + + + cO 040 O .� Q 3 ♦ O h 07 N h ,rj IR }- M MM CR H N N ZOO QQ W m m 00 p N•j a0 ao W cO a. ♦ + .- .- 0 '�:' _i Lp 3+ L,,J 9 •-- LG ZIOtO06 p + + O N N >- d mrr -J I) Ly t� �VV� '-r-r �� WN0 cn+♦ NI +J Go co + d+♦ -r- W� ±± WO rr-�+ ZHFQ- Q NN �Q + �y3�+ +I �3y+ U 2 CD FQ-tQ-hQ-O V) V) V) r i p Q ►- Q:rh r �-- + r r it r W rr -� $ pa Q U Q a a r- r Q V)V) a r r { 00 Y0 W r > p V) V) Ih r >r 0 1 2 � mm 5 Z�Q••� 3 � p o, �, acic; •c�c� U H f- W cn pa vp a� fP� m! P° y 7 od �Q N Q BROCKLESBY STREET SEE SHEET 7 EXPANSION JOINT 1 u e �' I, I i I AT SIDEWALKS. u a P� 18 I I 18 \ - w J 4 J I 5 j �� \30' 30' \ E.C. EBREAK-P.A.F. - " -' �{ 3 I O � • ; \ STA. 16+87.20 C.L. EVERTON AVENUE 12.00 RT. = CONCRETE 6 O I o $ I o J 5 ! WALK/MEDIAN, N I J I a N C4 o \' STA. 17+10.94 F,L 6 I WHERE OCCURS. iv r m J , o $ J 0 � q \ ! cn \ FINISH GRADE i CONCRETE IN cr_�'�- I • o --� -� \� STA. 17+08.43 F.O.C. _� r I!-�� E t f { I I-- F� 1 2 in IN PARKING AREAS STREET $ J JJci Ipd ao.t NN -' IN C14 ULA \loo C11 '-- ----- !i-}1 �11E 11�_�. - cpj3 --' �' I h N -J r r = �' IU - : tom cV -' cn I i I � _ � - �� o (SEE DETAIL 1 THISSHEET) = IG co Of I = U O li O 01 h o to to to Li N N { \ . hM r - 00 00 00 Q p ++ + N N \I W Z P.R.C.-P.A.F.L N looc)ovU000�o�oUOUo;)o °aoo°ovouoc h h h. J 0) Li LA_ CO IO ♦+- N W r r \ r rJ a o 0 0 o a, o o 0 o c p + + + La: r d: o h ¢ + + � '� Q M z to Lo m h h \i o i � STA. 16+72.55 C.L. EVERTON AVENUE 14.57 RT. = e ,'o°o+?0U �U�Q� ��o��J U ;�J��- z o o= +++ a 00 o a: n- r r + o♦ r r r 1 i M o i\ STA. 16+95.99 F.L I i`; ,� \�.�i;�;i• 4� i.:i \ Q a a MMM 3+ + I { U ►a- tQ- IOo �`' v r r o= U F-- F•- F- I r r r + to U Q Q W N N I LL! V) V) V) » 00 C6 LaJ cncn N S �' r + 1 am cn V { a , s p a C3 a a 8 SEWER Z I r t / lil'' <_�� o �'Q ci 6 mcncn 5' j� 7 •- ao cn cn cn a �. C9 Q 3 C1 i DRI VEYyAY 9" CLASS "B" CONCRETE (5 SACK) N Q 0 11 N 2 3 2 V 8 9 5 �� + I EXPANSION JOINTS EA. 30' » » WEAKENED PLANE JTS. EA. 15 `, a ' STA• 16fS8 I DETAIL Z POUR ON COMPACTED SUBGRADE 729 12 •09 _ _ __ _ 6 CONCRETE CURB ` / 1,17 � : ` !�/!////� / •//�///•_/////// _!`! C4 8. �� CS C5 15+00-�-s � C4 1 � o�� STq,� _ _ C4 S " `�' 8" SEWER 11+00> 8" SEWER M C5 610 13+00 C4 - -1�_ - _ - L3 I - .� �� PA �Ox ?934 I N . T. S. 12+0o L2 0o c 118" DR N---- L1 _ _ - I _ - - I 1 9 C4 p _ _ C10 _ _ .� -=N89'46'55"W C7 C C D-129.27 » 1 C4 ` 18" DRAIN _ C4 - - - - - '� - - ` _ ` �``�\ 9. �i c�" B T ` » ir, 24 _ _�_ - - - - - - - �\ \�\\•\\\`\`�\\ \ `�-\ ,.\ \ �_' \\ C1 - - - - - - RA7, q� i 18 DRAIN .-� °° ,////�,/i/!��/ �'%/ l/% ' / f o Oo cS cS 16 7 00' Cl 21 C.3 6 4 5 W 2 3 1 4 I 4 ' 2 4 5 &6�jl 8 9 0 5 ,,: �{ 2 l0 5 U �I o L+ I n I i ao 1�- C11 I = W y •per Z ( J C9 �; I I {{ In 11 m - J - \ = a 3 �{ ° ° 18" DRAIN u u = u M I = U � Q N u• N a m r 1 $ u c u > >- 9 1 - Q01: 22' i 22' 18 DRAIN PRIVATE + oo arno Q M � }. m 11 3 + 3 + ►! � CC 3 + hf. $� �♦ 0 1 LANDSCAPE N CL �; Oo 3+ r O in $ r '� Iti LO F W i-- -- mLL:o $ oo I 30' 1 30' O + "" { to 9 i O .I a o J ,i o r a Lc) {y`' i 4 • N O $ N .I ♦ - 1 0 CV p Q ,.._ p Q O U ti O 1 d= v 9 �•; N LOT B I a r- 1 a ...p q: c-4 *^ �- rte- N--�� r r -- �i -=� pQ r �-I i� V) r hh r ¢ r �Q (-O V U { J J \ J U ''" U { Q J U LL i N U . 3 .J O V) N N tin J J V) m J O J J W J -1 _J _J O F - -1 r O M Q m _I -J O J U Lt_ L� .J ._J --L .-- r .J J Ci \ -J ` J cS a a <3 � cS, I= V) d L F- �p �p to U Li 00 'd' �- tr Up Li LL l:_ j L, Li Of �Es Up Li _ _ E \ to 000 0000 U �W)LO L+ -NN I' M I wNN LL I�f�h ,d0� cmDCOD 13 ♦ U stC�f i Lntf)Ci NM a�� .MMI OM ONS OD f 1� iO c�O C� N tV I - O' I G� cC IC (� .= .= U_ � I ♦ ♦ I ? r- �p C O V' U Q� Cf O� --3 00 vi i - t j to' I N N 10 1+� � � Or to+ 0000 hh afOtT la.�� ' �� 000000 I p= +++ titOtO (jQQlirr ++ hr -- ��-- Op Z 8+ +-Z3 0 m U++ p +++ NN 8 z 1 Q++ L,J VccnnQ++ mtn O.}.d' ++ _ e Q p p ++♦ MMM _ r r { O_O_ rr rrr F'-QQ Z P_7MM rrr d''* to to .rte + rrr { rrr arr W arr cl: V_ - Zto� ��Q--� oda l'to 5' I caiaa v daa ci�� `n") add �� baa Baal �� •dd 5 ao v) cn ao v) cn f- �- f- ►- a cn V) �- cn cn w cn cn N '-- ►- ►- ►- E-- f - f- i �- ►- �- cn cn m cn � I . ,� i L�.J cn cn m cn cn cn I 1 W cn cn cn I c6 cn cn oo cn cn I cn cn SCALE: 1 = 40' HIGHGATE GREENS DRIVE 40 20 0 40 80 SEE SHEET 5EVERTON, AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+29.34 C.L.) JI JI SCALE: 1" 40' HORIZONTAL r� J N aj � � LENGTH TANGENT DELTA LL r. Q Q_ r Y 358 90'00'00" ' J to Li � 58.12' 37.00' J LO Li t0 M J11) w W 14.95' 7.55' 19'55'11" O 10.00' 356 4.20' 45'34'23" U� 500.00' N La 2'34'38» N r 80.00' � W J a cC to N ' ; 354 5.44' a M { U p W Q U `� V F-* d M V C9 LtJ j W � 2'34'38" C10 - 21.95' 10.98' j '� J W 352 12.86' 6.50' 19'55'11" mAL mM IW m 21.68' 10.84' r �TUJ W 74.00' 167.69' 350 � LLj i SECTION DESIGNATION: PA E.P. J . t j W W 0 m r7 F.O.C. LAJ P.R.C. 348 J LLJ CD P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © U - - - - 2 cn W plat r7 t� to (i } 346 EXISTING SURVEY MONUMENT - - D O W ' 4 mCo j , a ,•i a.. Q i O M N 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN --¢- 344 0 4 to a M 351.43' e� o o p=+ E.C. 342 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE "B" A.C. 15+00 16+00 10+00 360 358 356 354 352 350 348 346 11+00 12+00 13+00 14+00 LOT SIDE 5' SIDEWALK P� PROPOSED A.C. PAVING (SEE STREET CROSS SECTION) 15' P. A. F. L. CL PRIVATE STREET R=10.00' L=7.95' T=4.20' 6=45'34'23" DETAIL "4" TYPICAL BULGE N.T.S. CURVE TABLE N aj LO LO M LENGTH TANGENT DELTA C1 Q Q_ iY Q Q_ r Y 25.00' 90'00'00" ' J to Li � 58.12' 37.00' J LO Li t0 M J11) w ID 14.95' 7.55' 19'55'11" O 10.00' 7.95' 4.20' 45'34'23" C5 500.00' O LC) Z�' La 2'34'38» C6 80.00' 181.29' 170.93' �p - .�Z o 10.00' 5.44' a M { 31'10'42" C8 I U j d M 2'34'38" C9 518.00' j W 11.65' 2'34'38" C10 488.00' 21.95' 10.98' j '� J W 37.00' 12.86' 6.50' 19'55'11" mAL mM IW m 21.68' 10.84' r �TUJ W 74.00' 167.69' mZ Wce_ � LLj i SECTION DESIGNATION: PA E.P. J . t j W W 0 m r7 F.O.C. LAJ P.R.C. _.,LC14 m0 r J LLJ CD P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © U - - - - 2 cn W plat r7 t� to (i } Qo EXISTING SURVEY MONUMENT - - D O W ' 4 mCo j , a ,•i a.. Q i O M N 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN --¢- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 0 4 to a M 351.43' e� o o p=+ E.C. U 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE "B" A.C. a M FURNISH FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" "1" B.C. ? 4- '`' 351.54' TYPE PER DETAIL ON SHEET 7. Q K% Q 00 � � UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER = J tO + pQ m U' � M W j W Li ao tO �- Z j J r UW j' W 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 0 PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) ',, a+ W J W 0 W Uj Lj �N Ip F-� 0, J Li oz -J I) Ly t� pe) w Cl r m a� JLLJ a I � + o Q - �a O + a a ' N m 00 Y0 W Unto = J; \ p Q ,� �- W �m - h .'� C14+ v= U U 0V- P° �_O r m- -H �M N7 N T ILsJ IZ r J Z .-t a { c� = 4 f-- Z IQ o cn m W W- 'V1- Z ` (-W om m cn o+J\'a m V) W i p� M �� LLi cn S= I IQ N Q o'' °m ' ID + Z� ± qq m� UzZ �- { Q a:m 4 -O' 5%- _1 I - w S=0.25% m = cn I I m N T m cn S=0.42% oUo. X Ld v► c~n N U m ' OPOSED NORTH F.L. PR OSED NOR F.L S=-0.94% S- S=0.25% 7�1 fj J P � S=-0.30% Q ' PROPOSED SOU F.L. N SOUTH F. c� U-) 0 00 {{• _j 1 I= lu Z U-� Z ' aN00 M LAJ m W 06 t 1* W 4 j �UQV�W 10+00 360 358 356 354 352 350 348 346 11+00 12+00 13+00 14+00 LOT SIDE 5' SIDEWALK P� PROPOSED A.C. PAVING (SEE STREET CROSS SECTION) 15' P. A. F. L. CL PRIVATE STREET R=10.00' L=7.95' T=4.20' 6=45'34'23" DETAIL "4" TYPICAL BULGE N.T.S. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'00" C2 37.00' 58.12' 37.00' 90100'00" C3 43.00' 14.95' 7.55' 19'55'11" C4 10.00' 7.95' 4.20' 45'34'23" C5 500.00' 22.49' 11.25' 2'34'38» C6 80.00' 181.29' 170.93' 129'50'22" C7 10.00' 5.44' 2.79' 31'10'42" C8 512.00' 23.03' 11.52' 2'34'38" C9 518.00' 23.30' 11.65' 2'34'38" C10 488.00' 21.95' 10.98' 2'3438" C11 37.00' 12.86' 6.50' 19'55'11" C12 482.00' 21.68' 10.84' 2'3438" C13 74.00' 167.69' 158.11' 129'50'22" 15+00 16+00 CON STRU CTI ON NOTES: 1 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. O4 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. O, PARKING AREA 6" THICK CONCRETE SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 17+00 360 358 356 354 352 350 348 346 R=10' R=25' =10' VARIES 4 15' MIN 1 ~ cm � � 3 v =10' LOT SIDE '� 5' SIDEWALK 7, DETAIL "3" TYPICAL CORNER N.T.S. 2' 6' 1.5% LL_ O 11+00 12+00 13+00 14+00 " 0.45 o MAX 1 (STA. 10+00.00 C.L. TO 16+29.34 C.L.) z JR a FRONT ED SCALE: 1" = 40' HORIZONTAL v DETECTABLE WARNING SURFACE r SCALE: 1" = 4' VER TI CAL LEGEND: LEGEND (CONT.): G I(CONT.): -- DETAIL "6" ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE PARKING AREA FLOWLINE U N.T.S. CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - *� ELEV. ELEVATION E.V.C. END VERTICAL CURVE 0000°° 0 0000 REFER TO SEWER & STORM DRAIN PLANS Q FLOWLINE STATION - SEE TABLE B.C.R. E.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE � CONSTRUCT _TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE SIDES OF C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & 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 SPECIFICATION PTH-02AL.KYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT P.R.C. W O th _ J OF VERTICAL CURVE FC FINISH CONCRETE aro h 00 N ! m LI P.O.C. POINT ON CURVE R W RIGHT-OF-WAY / S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. J . t j U) W 0 m r7 F.O.C. FACE OF CURB EX. EXISTING P.R.C. _.,LC14 m0 r M N Q 0' P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © U - - - - 2 Q O LO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. r7 t� to O ; o 0 Qo EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN LINE NOTES: -+- , a ,•i a.. Q i O M to 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN --¢- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 0 4 to a M 351.43' 21 E.C. U 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE "B" A.C. a M FURNISH FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" "1" B.C. ? 4- '`' 351.54' TYPE PER DETAIL ON SHEET 7. � •■•� � •� � � UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER -cs I c.i I J U W W j W 1 r CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ® P.R.C. Z j J r UW j' W 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 0 PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) �W Co Int • W J W 0 W Uj Lj La J �LLLI � 'iJ 352.34' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. -J I) Ly t� 5 W JLLJ L � 1 - Q 0) Uj 00 Y0 W Unto = J; ^ N W W �m - h .'� C14+ v= i Q� 0V- P° �_O J Q �M N7 N T a U + W r mo oQ + m rnc��qQ o+J\'a i p� M �� a:� Q+°1'r o:� a Qa o'' was o ID + Z� ± qq m� UzZ �- { Q a:m 4 3 m LLi W cn w m = cn °� m N m cn S=0.42% oUo. Ld v► c~n N U m ' S=-0.39% S=0.25% 7�1 PROPOSED S=-0.30% Q ' PROPOSED SOU F.L. SOUTH F. c� I= lu 15+00 16+00 CON STRU CTI ON NOTES: 1 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. O4 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. O, PARKING AREA 6" THICK CONCRETE SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 17+00 360 358 356 354 352 350 348 346 R=10' R=25' =10' VARIES 4 15' MIN 1 ~ cm � � 3 v =10' LOT SIDE '� 5' SIDEWALK 7, DETAIL "3" TYPICAL CORNER N.T.S. 2' 6' 1.5% LL_ O 11+00 12+00 13+00 14+00 " 0.45 o MAX TOP DIA (STA. 10+00.00 C.L. TO 16+29.34 C.L.) z JR a FRONT ED SCALE: 1" = 40' HORIZONTAL v DETECTABLE WARNING SURFACE r SCALE: 1" = 4' VER TI CAL LEGEND: LEGEND (CONT.): G I(CONT.): -- DETAIL "6" ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE PARKING AREA FLOWLINE U N.T.S. CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE 0000°° 0 0000 REFER TO SEWER & STORM DRAIN PLANS Q FLOWLINE STATION - SEE TABLE B.C.R. E.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE � CONSTRUCT _TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE SIDES OF C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & 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 SPECIFICATION PTH-02AL.KYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT P.R.C. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL 'TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC, 351.16' OF VERTICAL CURVE FC FINISH CONCRETE P.R.C. STA. 13+99.11, C.L. 15.00 LT. STA. 14+02.37, F.O.C. P.O.C. POINT ON CURVE R W RIGHT-OF-WAY / S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER QS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING P.R.C. STA. 13+73.26, C.L. 15.00 RT. L P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - 2 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. s EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN Qo EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN LINE NOTES: -+- 19 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. STA. 14+91.27, C.L. 18.00 LT. EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN --¢- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 0 m �� 0 m ��'m m ■� TRACT BOUNDARY PLANS AND DETAILS. 351.43' 21 E.C. - CENTERLINE 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE "B" A.C. C>_ FURNISH FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" "1" B.C. STA. 15+13.36, C.L. 18.00 RT, OVER 0.40 AGGREGATE BASE OVER 0,50 COMPACTED 351.54' TYPE PER DETAIL ON SHEET 7. � •■•� � •� � � UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER -cs EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS B.C. CONSTRUCTION LIMITS C.O.B. STD. ST -13. 1 r CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ® P.R.C. STA. 15+49.08, C.L. 15.00 LT. PARKING AREA =SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 0 PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) STA. 16+74.60, C.L. 20.21 RT. STA. 17+12.39, F.O.C. � 0 E.C. STA. 16+87.20, C.L. 18.00 RT. STA. 17+25.25, F.O.C. 352.34' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 15+00 16+00 CON STRU CTI ON NOTES: 1 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. O4 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. O, PARKING AREA 6" THICK CONCRETE SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 17+00 360 358 356 354 352 350 348 346 R=10' R=25' =10' VARIES 4 15' MIN 1 ~ cm � � 3 v =10' LOT SIDE '� 5' SIDEWALK 7, DETAIL "3" TYPICAL CORNER N.T.S. 2' 6' GUTTER FLOWUNE TOP OF RAMP 4'-2" MIN- ROUNDED, INROUNDED, i 1.5% MAX--'►-� 7.5% MAX SEE NOTE 8 SECTION A -A SIDEWALK 1.5% LL_ O • O N 1.67" TO 2.35" 0 0 " 0.45 o MAX TOP DIA .UPJ ,yU J u , - i -fj U r,uU `fJ JJrr"U N z JR a FRONT ED 351.12' 2" 0.50' TYPE "A" CONC. v DETECTABLE WARNING SURFACE r 0.50' COMPACTED O.G. w =' TO 95% RELATIVE DENSITY w CURB RAMP -- DETAIL "6" IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A O m DETAIL "5" NOTES: 3550.70' 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH PARKING AREA FLOWLINE U N.T.S. INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL GUTTER FLOWUNE TOP OF RAMP 4'-2" MIN- ROUNDED, INROUNDED, i 1.5% MAX--'►-� 7.5% MAX SEE NOTE 8 SECTION A -A SIDEWALK 1.5% n n • O N 1.67" TO 2.35" 0 0 " 0.45 o MAX TOP DIA CENTER 0 0 0 N z JR a FRONT ED 351.12' DOME PATTERN (IN--LINEi m DETECTABLE WARNING SURFACE OF SIDEWi 351.17' RAISED TRUNCATED DOME (SEE NOTE 10) STA. 10+59.42 C.L. 13.44 RT. CURB RAMP -- DETAIL "6" IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE NOTES: 3550.70' 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH �6»p 11r U CURB SIDE AND THE FLARED SIDE OF THE CASE G INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL RAMP SHALL BE CONSTRUCTED IN REVERSED z POSITION. DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 350.91' THROUGH CASE G CURB RAMPS ALSO MAY BE USED 0000°° 0 0000 AT MID BLOCK LOCATIONS, AS SITE CONDITIONS RETAININ( Q 0000 0000°° o°o°O°o x °o°0°O 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK CURB (B( a 000° `� 000 0000 ^ 000 PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDES OF SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN 0000 0000 000000 000 CASE B, OR C OR MAY BE WIDENED AS IN CASE D. RAMP B.C. 000000 0000 oc 3. WHEN RAMP' IS LOCATED IN CENTER OF CURB SHALL BE AT THE SAME LEVEL. RETURN, CROSSWALK CONFIGURATION MUST BE P.R.C. �- 4--Z- MIN � NOTE 9 ;E LK "I. 00 f n n • O N 1.67" TO 2.35" 0 0 " 0.45 o CENTER TO TOP DIA CENTER 0 0 0 Q SPACING ' RAISED TRUNCATED 0.9" BASE DIA STA. 10+22.95, F.O.C. 351.12' DOME PATTERN (IN--LINEi O DETECTABLE WARNING SURFACE STA. 10+30.91, F.O.C. 351.17' RAISED TRUNCATED DOME (SEE NOTE 10) STA. 10+59.42 C.L. 13.44 RT. CURB RAMP -- DETAIL "6" IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE NOTES: 3550.70' 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 INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL RAMP SHALL BE CONSTRUCTED IN REVERSED A AND B. THE CASE OF CURB RAMPS USED IN POSITION. DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 350.91' THROUGH CASE G CURB RAMPS ALSO MAY BE USED 5. IF LOCATED ON A CURVE, THE SIDES OF THE AT MID BLOCK LOCATIONS, AS SITE CONDITIONS RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM DICTATE. WIDTH OF THE RAMP SHALL BE 4'-2". 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 PLATFORM (LANDING) AS SHOWN IN CASE A, THE WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 5. THE ADJACENT SURFACES AT TRANSITIONS AT B.C. CURB RAMPS TO WALKS, GUTTERS, AND STREETS 3. WHEN RAMP' IS LOCATED IN CENTER OF CURB SHALL BE AT THE SAME LEVEL. RETURN, CROSSWALK CONFIGURATION MUST BE P.R.C. SIMILAR TO THAT SHOWN FOR DETAIL B. 8. COUNTER SLOPES OF ADJOINING GUTTERS AND 351.16' ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-O" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'-0" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. 10. 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 BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AND DEPTH. Know what's below. Call before you dig. F.O.C. STATIONING TABLE REF. NO. , , DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q P.R.C. STA. 10+22.14, C.L. 15.00 LT. STA. 10+22.95, F.O.C. 351.12' 2❑ E.C. STA. 10+29.28, C.L. 18.00 LT. STA. 10+30.91, F.O.C. 351.17' 3[] P.R.C. STA. 10+59.42 C.L. 13.44 RT. STA. 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. 3550.70' Q E.C. STA. 12+05.55, C.L. 18.00 RT. STA. 12+07.18, F.O.C. 350.78' © B.C. STA. 12+46.40, C.L. 18.00 LT. STA. 12+48.03, F.O.C. 350.91' Q E.C. STA. 12+68.89, 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+48.03, F.O.C. 350.80' Q E.C. STA. 12+68.89, C.L. 18.00 RT. STA. 12+71.33, F.O.C. 3550.94' 10 B.C. STA. 13+62.69, C.L. 18.00 LT. STA. 13+63.51, F.O.C. 351.20' 11 P.R.C. STA. 13+69.83, C.L. 15.00 LT. STA. 13+71.46, F.O.C. 351.16' 12 P.R.C. STA. 13+99.11, C.L. 15.00 LT. STA. 14+02.37, F.O.C. 351.23 13 E.C. STA. 14+06.26, C.L. 18.00 LT. STA. 14+10.32, F.O.C. 351.31 14 B.C. STA. 13+66.12, C.L. 18.00 RT. STA. 13+68.56, F.O.C. 351.18' 15 P.R.C. STA. 13+73.26, C.L. 15.00 RT. STA. 13+76.51, F.O.C. 351.14' 16 P.R.C. STA. 14+02.54, C.L. 15,00 RT. STA. 14+07,42, F.O.C. 351.21' 17 E.C. STA. 14+09.69, C.L. 18.00 RT. STA. 14+15.37, F.O.C. 351.29' 18 B.C. STA. 14+68.78, C.L. 18.00 LT. STA. 14+72.85, F.O.C. 351.46' 19 E.C. STA. 14+91.27, C.L. 18.00 LT. STA. 14+96.15, F.O.C. 351.52' ® B.C. STA. 14+68.78, C.L 18.00 RT. STA. 14+74.47, F.O.C. 351.43' 21 E.C. STA. 14+91.27, C.L. 18.00 RT. STA. 14+96.15, F.O.C. 351.49' ® B.C. STA. 15+13.36, C.L. 18.00 RT, 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' ® B.C. STA. 15+41.93, C.L. 18.00 LT. STA. 15+46.81, F.O.C. 351.64' ® P.R.C. STA. 15+49.08, C.L. 15.00 LT. STA. 15+54.76, F.O.C. 1351.60' 0 P.R.C. STA. 16+74.60, C.L. 20.21 RT. STA. 17+12.39, F.O.C. 352,28' 0 E.C. STA. 16+87.20, C.L. 18.00 RT. STA. 17+25.25, F.O.C. 352.34' WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-O" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'-0" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. 10. 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 BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AND DEPTH. Know what's below. Call before you dig. FULHAN STREET SEE SHEET 6 STA. 8+59.70 F.L. STA_ 8+74.65 F.L. ' O+f 2 / C7 B.C.-N 9'46'55"W RAD. i w � is\ .STA. 9+41.88 C.L. LEIGHFIELD WAY = � STA. 10+00.00 C.L. FULHAN STREET ' j M V L zNN oo N 5 \� F,r 1 6 C1 \qS ��,�N C4 ,\ •\ 10 C3 POCKET PARK \\ck (COMMON AREA) \ � C \ c \� r 50' WIDE PG&E ,EX. 6' BLOCK WALL \ 2 PIPELINE EASEMENT PER PER�SEPARATE PLANS -OL DOC. No. 0203148941 O.R. \ \ It \ c -------------- ` F \ L Ili ,r.'Sx \ V P 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 I I 1\1 1-r rr-1 LEIGHFIELD WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+90.02 C.L.) SCALE: 1" = 40' HORIZONTAL MORLEY WAY SEE SHEET 6 E.C.-P.A.F.L STA. 13+47.88 C.L. STA. 13+71.06 F.L. fA. 13+56.11 F.L. TA. 13+50.41, F.O.C. _ 0 INTERSECTION-N89'46'55"W RAD. STA. 12+90.02 C.L. LEIGHFIELD WAY = STA. 10+00.00 C.L. MORLEY WAY �'OAY 17 ` STA. 12+48.87 C.L. 12.44 RT. _ STA. 12+56.27 F.L. Ln CV In M J W to LL � 00p 14 W N ( .- m V) m LINE TABLE LINE BEARING DISTANCE L1 N 00'13'05" E 184.63' J X., U ]\]IT J * I 6 II 11 __ II 20 J o r J ^ O Z �- `- -� -� N J U J 1= Jd rid J .J = J 00 X� �M� 0001 000 . Q ILCi Q; cn w cc N Q O r. + -t 0O + 3 -t- rn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'00" C2 10.00' 7.95' 4.20' 45'3423". C3 37.00' 58.12' 37.00' 90'00'00" C4 80.00' 181.29' 170.93' 129'50'22" C5 37.00' 12.86' 6.50' 19'55'11" C6 74.00' 167.69' 158.11' 129'50'22" C7 43.00' 14.95' 7.55' 19055'11" C8 74.00' 52.34' 27.32' 40'31'31" C9 74.00' 99.85' 59.19' 771827" C10 500.00' 69.36' 34.73' 7'56'52" C11 10.00' 10.91' 6.07' 62731'08" C12 10.00' 10.16' 5.56' 5811'260 C13 300.00' 41.61' 20.84' 7'56'52" NITf' SCALE: 1" = 40' 2 40' 20' 0' 40' 80' 10+00 11+00 12+QO mCvrai V)i z O W 360 360 1-00 pnr+j 356 356 SMO 354 352 352 W 350 348 348 346 346 344 � (V BEGIN CURB RETURN PI POINT OF INTERSECTION Nr M M � E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE' bo:-- C5 JJ 11 �j O Z U>W 00 K CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER z I �� mT-a r �� fa- Z_ W \ (U-3, N M pa CN N I� 1 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. -� OF VERTICAL CURVE FC FINISH CONCRETE > ,jj M a(ncn lJ s SEWER - REFER TO SEWER & STORM DRAIN PLANS PA W n Li U � • Z~~ j w 0� + U U J N ►[? jcq W PARKING AREA FLOW LINE INV. INVERT EX. BLOCK WALL ANN © W n n EXISTING SEWER LINE Qo N La EXISTING STORM DRAIN LINE -�• FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. --+ J \ z FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ■ ■ ■ ■ �� ■ ■ �■ TRACT BOUNDARY O" C" ,EX.-C&G - - CENTERLINE �- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" a� dd a I TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY - :- U vu -=g z n'" - CONSTRUCTION LIMITS r �x;�� r fi� ,: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS N Z '�-� W UJ' J J PARKING AREA - SEE CONSTRUCTION NOTE 6. r-- N PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) a cn c U n m m Ile�p A- C4 a. 0 I I -J tD C-4 N 0: r •- : --L J Q Z W W t0 N��Op a zda I Li �Q•� + mn Q + a S + (S= -0.35 50.5396 N n N W r Z Q� I - r- tL� 03 5? cn C1i NM 00 a� Q0000 I p CMV + I Ic ^ +�' Ya NI S=-0.53% S=-, ` '' w n d 3 1 c U Q Q + r r to Ln50 PROPO33ED NORTH .L P� U a .- 1 S=0.25 Limn N I U ,Q U m + m(3 U -)a m + .�� amcncn W I: 00 J Q! � F" Li r1 Lrin an LJ v) M j � W d df Lrr a(n c3 M C6 �� aN � W 04W� 04 Fc141 °-N a Q-jW O r u W 00 J W o;�MW_T Z INC V) am V LL W W Z W LL. NNS+ p AW =X M- F LAI V) W MT•M .LI: WM to - Wm NN-�¢ Qz Q N pZ 0 d n W d'T f W -r 10+00 11+00 12+QO mCvrai V)i z O W 362 360 360 1-00 pnr+j 356 356 SMO 354 352 352 N 350 348 348 346 346 344 � (V BEGIN CURB RETURN PI POINT OF INTERSECTION Nr M M E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE' bo:-- C5 JJ 11 �j O Z U>W 00 K CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER z I �� mT-a C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �� fa- ' N M pa CN N I� 1 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. J J J U �'" W w C.3L` OF VERTICAL CURVE FC FINISH CONCRETE > W a(ncn POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS PA (< W n m aUo N n • Z~~ N M w FACE OF CURB EX. EXISTING J N ►[? jcq W PARKING AREA FLOW LINE INV. INVERT EX. BLOCK WALL ANN © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. n n EXISTING SEWER LINE Qo N La EXISTING STORM DRAIN LINE -�• FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. --+ J ul- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ■ ■ ■ ■ �� ■ ■ �■ TRACT BOUNDARY 1 ,EX.-C&G - - CENTERLINE �- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" a� dd a 362 360 360 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 9+00 10+00 11+00 12+00 o N N o W 13+00 (STA. 10+00.00 C.L. TO 12+90.02 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL LEGEND: LEGEND (CONT.): 4 ni ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FL rn rn Q CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE Q N STORM DRAIN MANHOLE - ELEV. ELEVATION E.V.C. END VERTICAL CURVE PA $ M it `�. 004 REFER TO SEWER & STORM DRAIN PLANS � (V BEGIN CURB RETURN PI POINT OF INTERSECTION Nr M M E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE' bo:-- C5 JJ 11 �j O Z U>W 00 K CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER B.C. M N M C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. E.C. END CURVE T.C. TOP OF CURB N M CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CN N POINT OF INTERSECTION TP TOP OF PAVEMENT LL:Z C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. J J J U �'" W w C.3L` OF VERTICAL CURVE FC FINISH CONCRETE > W P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS PA W W Go E.P. EDGE OF PAVEMENT C&G CURB AND GUTTER L N M ►� FACE OF CURB EX. EXISTING J N ►[? jcq W PARKING AREA FLOW LINE INV. INVERT W J Uj © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. s EXISTING SEWER LINE Qo W- La EXISTING STORM DRAIN LINE -�• FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. --+ J ul- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ■ ■ ■ ■ �� ■ ■ �■ TRACT BOUNDARY 1 - - - CENTERLINE �- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" a� dd a I TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY - :- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS vu -=g z n'" - CONSTRUCTION LIMITS r �x;�� r fi� ,: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS N Z '�-� W UJ' J J PARKING AREA - SEE CONSTRUCTION NOTE 6. r-- N PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) a cn c J Li coJ A- C4 a. 0 I I M N C-4 N 0: r •- : --L J Q Z W W t0 N��Op a zda - - LJi- Q♦ Ul Q + a S + (S= -0.35 50.5396 N n N W r Z Q� I LL. W) r- tL� 03 5? cn C1i NM 00 a� Q0000 I p CMV + I Ic ^ +�' Ya NI ,* U J LL -d' S=-, a'W) d 3 1 c U Q Q + r r to Ln50 EX. WEST F.L.$ a nm ann P� U a .- 1 �� Limn N I U ,Q U m + m(3 U -)a m + .�� amcncn W I: �nacnN � F" Li r1 Lrin an LJ v) M j � W d df Lrr a(n c3 M C6 �� aN � W 04W� 04 Fc141 °-N a Q-jW O r u W 00 J W AW =X M- F LAI V) W MT•M .LI: WM c_iS Z WWj Q a N. W • J Wm p Qz Q N pZ 0 d n W d'T f W -r ms+``N� J S=-0.37X5p0.25% `_1V_ N M PROPOSED SOUTH ;n =0.8 I.L. S=1. 4%N PROPOSED OUTH F.L. N M CD pi II = j o0 Ir W Z{,j'�Wj Z - Q QLn Li n Mm �� r --N 9+00 10+00 11+00 12+00 o N N o W 13+00 (STA. 10+00.00 C.L. TO 12+90.02 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL LEGEND: LEGEND (CONT.): 4 ni ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE it Q CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ELEV. ELEVATION E.V.C. END VERTICAL CURVE PA $ M it `�. 004 REFER TO SEWER & STORM DRAIN PLANS B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION oo �! E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE' bo:-- C5 JJ 11 �j O Z U>W 00 K CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE LL: O I\? O W -� N 1 j C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT LL:Z C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. J J J U �'" W w C.3L` OF VERTICAL CURVE FC FINISH CONCRETE `r U m •- r h L,� - r- ¢ W o \ j i LO p r P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS PA PROPERTY LINE A.P. ANGLE POINT ``� Go E.P. EDGE OF PAVEMENT C&G CURB AND GUTTER OO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. F.O.C. FACE OF CURB EX. EXISTING J N P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. s EXISTING SEWER LINE Qo EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN LINE -�• FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. �`' c EXISTING GAS LINE - W ►- •- Q w ran mad FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ■ ■ ■ ■ �� ■ ■ �■ TRACT BOUNDARY 1 �f - - CENTERLINE �- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" a� dd a I TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY - :- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS vu -=g z n'" - CONSTRUCTION LIMITS r �x;�� r fi� ,: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4 r O Os Ln PARKING AREA - SEE CONSTRUCTION NOTE 6. r-- N PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) a cn PA / ULA 0 362 360 358 356 354 352 350 348 346 14+00 LEGEND (CONT. O1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE it FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNOON: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. � 24` AIN n - ----`_8 14+00 s . SW�NER EX. C&G EX. BLOCK WALL 21 EVERTON AVENUE SEE SHEET 4 5 I 4 ni ,`. I Z M 13 0000, it Q B.C. r 04 354.27' 2 P.R.C. PA $ M it `�. 004 X ,n W 354.21' 3 oo �! 00 _ �� bo:-- C5 JJ 11 �j O Z U>W 00 K Z p 15 STA. 10+30.91, F.O.C. LL: O I\? O W -� N 1 j 11 X STA. 10+45.26, C.L. 20.21 RT. Cn \' I to I w m N '- I (�3 j LAJ LL:Z M M J J J U �'" W w C.3L` 1Icr -j 1+ `r U m •- r h L,� - r- ¢ W o \ j i LO p r F-= ZappN a --' I x o Lei W c, d• rn ``� Go B.C. STA. 12+02.62, C.L. 18.00 LT. cn PRIVATE m N -- --- ♦ C> O J N 1 121•� LOT UNE STA. 12+45.39 C.L. 19.09 RT. � � -- � 3 + m r ++ `` vwi + + U (o ca -� cn ca cc > 30' 30��,a Z m U, rnLA: s W �`' � �`' _ + - W ►- •- Q w ran mad ..J J U� 1 �f pQ J oa �a p � a� dd a I � U U (3.1 � CS C-0 cn ccn Z G M (n Z I W C. 0- 4 r O Os Ln r-- N a cn PA / ULA 0 .�14 A- C4 a. 0 I I o Q I\ + I� j� (S=- C-4 N 0: r •- : ,01, pp 5!Ln �a m n � V• t0 N��Op a zda - - M� I \U0 (S= -0.35 50.5396 N n N C1j "' N 18" DRAIN 4 EX. 24 DRAIN +00 - � 24" DRAIN _ _ 24" DRAIN � 15 - - - - 16+00 S 8' SEWER o S C1 � � Ln �. EX. 8 SEWER -----X ---------- F.O.C. STATIONING TABLE Lo ZI; Z M 13 0000, - - - ---� 00 1 \ p �. -1 Q B.C. r 04 354.27' 2 P.R.C. PA $ M it `�. 004 X ,n W 354.21' 3 I 3 + 00 N, M j 4A STA. 10+22.14, C.L. 15.00 LT. M -- --- bo:-- C5 JJ 11 �j O Z U>W 00 K Z C STA. 10+30.91, F.O.C. LL: O I\? O W -� N 1 j 11 X STA. 10+45.26, C.L. 20.21 RT. Cn \' I to I w m N '- I (�3 j j .� vi .� o -' I w M to Un LL- w v \I I m M M tc) 1Icr -j 1+ `r U m •- r h L,� - r- ¢ W o \ j i LO p r F-= ZappN ca IQva`v 12 12 �? I n o + 181 18 U V �_ 0: w chi c� v~i z � 8 30 30'x' Go B.C. STA. 12+02.62, C.L. 18.00 LT. cn PRIVATE m N Q W ♦ C> O 'LANDSCAPE N ' J '� U -r J00 LOT UNE STA. 12+45.39 C.L. 19.09 RT. -- 00 } a+ P.R.C. > STA. 13+68.19, F.O.C. N Z m U, rnLA: lL 7 A N 353.13' N ..J J U� N �f pQ Li U N -j m � (3.1 .- � .- U Z I W C. 0- 4 r O Os Ln C) LL CU LL: 00 rn ULA 0 Q A- C4 a. �to 0 (S=- uF coO a LJ n pp 5!Ln �a m n 00 00 t0 N��Op a _ -'w - - M� (S= -0.35 50.5396 N w QO o W r Z r Co r- tL� 03 5? cn C1i NM 00 d+ � .- .- p CMV + I - - 1 ,* U J LL -d' S=-, + + d + LTJ w + r r to Ln50 EX. WEST F.L.$ a nm ann P� rAC9c �� Limn N ��( ] a .CM3 .�� amcncn W I: �nacnN POSED WESTF.L.U aocnN LJ v) 4 00 C1 F.O.C. STATIONING TABLE Lo ZI; Z M 13 0000, - - - ---� 00 1 \ p �. -1 Q B.C. r 04 354.27' 2 P.R.C. PA $ M it `�. 004 X ,n W 354.21' 3 I 3 + 00 N, M j 4A STA. 10+22.14, C.L. 15.00 LT. M -- --- bo:-- C5 JJ 11 �j O Z U>W 00 K Z C STA. 10+30.91, F.O.C. LL: O I\? O W -� N 1 j 50 P.R.C. STA. 10+45.26, C.L. 20.21 RT. Cn \' I to I w m N '- I (�3 j j .� vi .� o -' I w M to Un LL- w v \I I m M M tc) 7 `r U m •- r h L,� - r- ¢ W o \ j i LO p r STA. 11+74.04, F.O.C. 12 ca IQva`v 12 12 �? I n o + 181 18 U V �_ W w chi c� v~i z � 8 30 30'x' s B.C. STA. 12+02.62, C.L. 18.00 LT. cn PRIVATE m N 352.89' 1� P.R.C. 'LANDSCAPE Ir X00 yWN ' J '� U -r J00 HIGHGATE, GREENS DRIVELOT "B" EVER�TOI�V 4NUE .......... (PRIVATE STREET) ,' SCALE: 1 40 (STA. 14+76.17 C.L. TO 17+03.79 C.L.) 40' 20' o' 40' 80' SCALE: 1" = 40 HORIZONTAL %< . � 14+00 15+00 16+00 �" o W _j17+00 0c,#zpw 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 F.O.C. STATIONING TABLE Lo NF Z �' Z M F.O.C. STATION T.C. ELEV. Q B.C. r STA. 8+50.84, F.O.C. 354.27' 2 P.R.C. J M X ,n W 354.21' 3 P.R.C. STA. 10+22.14, C.L. 15.00 LT. M 353.78' ® Z C STA. 10+30.91, F.O.C. ap 50 P.R.C. STA. 10+45.26, C.L. 20.21 RT. STA. 10+45.00, F.O.C. (�3 j j X W M M tc) 7 Ci r STA. 11+74.04, F.O.C. 353.12' ® U V �_ W w Aj B.C. STA. 12+02.62, C.L. 18.00 LT. M 352.89' 1� P.R.C. STA. 12+09.76, C.L. 15.00 LT. Ir X00 yWN ' J '� U -r J00 LOT UNE STA. 12+45.39 C.L. 19.09 RT. -- J W P.R.C. STA. 13+35.28, C.L 20.21 RT. STA. 13+68.19, F.O.C. 353.09' 00 U, rnLA: lL 7 STA. 13+81.06, F.O.C. 353.13' LH J W cyn) 48pp 0LX Li U U U + m � z� .- � .- U Z I W C. 0- I r U U •- ( +Z ^o + M -a A- C4 a. �to 0 (S=- uF try - a LJ n �a m n Q M >; _ -'w - - - - - �=-0.36% (S= -0.35 50.5396 N w QO o W EX. EAST F.L. 03 5? cn - _ - - - ED EAST F.��,' S=-, .35% d S=1. LTJ w EX. WEST F.L.$ P� rAC9c N N .CM3 ' W I: PR POSED WESTF.L.U � M M j � W d df M M ILW w Z � Fc141 Q-jW O r u W 00 J W AW =X M- F W MT•M .LI: WM c_iS Z WWj Q a N. W • J Wm p W ms+``N� J `_1V_ N M %< . � 14+00 15+00 16+00 �" o W _j17+00 0c,#zpw 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 14+00 15+00 (STA. 14+76.17 C.L. TO 17+03.79 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONSTRUCTION NOTES: 1 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, O4 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. O6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE SEE DETAIL "4" ON SHEET 4. J 16+00 . I OW QU �aW Oct zoW 17+00 360 358 356 354 352 350 348 346 344 F.O.C. STATIONING TABLE N'I�II REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q B.C. STA. 8+84.02, C.L. 18.00 RT. STA. 8+50.84, F.O.C. 354.27' 2 P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' 3 P.R.C. STA. 10+22.14, C.L. 15.00 LT. STA. 10+22.95, F.O.C. 353.78' ® Z C STA. 10+30.91, F.O.C. 353.80' 50 P.R.C. STA. 10+45.26, C.L. 20.21 RT. STA. 10+45.00, F.O.C. 353.60' © E.C. X W M M tc) 7 B.C. r STA. 11+74.04, F.O.C. 353.12' ® P.R.C. STA. 11+86.65, C.L. 20.21 RT. STA. 11+86.90, F.O.C. Aj B.C. STA. 12+02.62, C.L. 18.00 LT. M 352.89' 1� P.R.C. STA. 12+09.76, C.L. 15.00 LT. � -4 �W WLLj LOT UNE STA. 12+45.39 C.L. 19.09 RT. STA. 12+54.31, F.O.C. -- 1 P.R.C. STA. 13+35.28, C.L 20.21 RT. STA. 13+68.19, F.O.C. 353.09' tj J> O li p Q) U j W STA. 13+81.06, F.O.C. 353.13' LH J W cyn) 48pp 0LX Li U ,rj O Ki O n �. m z� .- � .- U 4. Ui �+� +Z ^o Wq -a �to 0 (S=- .36%) a LJ n �a m n Q M >; _ -'w - - - - - �=-0.36% 50.5396 N w QO o W EX. EAST F.L. ' PROP ED EAST F.��,' d P� rAC9c N� .CM3 t J N, W I: � M j � W d df M w Z � Q-jW O AW =X W MT•M .LI: WM 14+00 15+00 (STA. 14+76.17 C.L. TO 17+03.79 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONSTRUCTION NOTES: 1 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, O4 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. O6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE SEE DETAIL "4" ON SHEET 4. J 16+00 . I OW QU �aW Oct zoW 17+00 360 358 356 354 352 350 348 346 344 Know what's below. C1l1 before you dig. F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q B.C. STA. 8+84.02, C.L. 18.00 RT. STA. 8+50.84, F.O.C. 354.27' 2 P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' 3 P.R.C. STA. 10+22.14, C.L. 15.00 LT. STA. 10+22.95, F.O.C. 353.78' ® E.C. STA. 10+29.28, C.L. 18.00 LT. STA. 10+30.91, F.O.C. 353.80' 50 P.R.C. STA. 10+45.26, C.L. 20.21 RT. STA. 10+45.00, F.O.C. 353.60' © E.C. STA. 10+57.86, C.L. 18.00 RT. STA. 10+57.86, F.O.C. 353.55' 7 B.C. STA. 11+74.04, C.L. 18.00 RT. STA. 11+74.04, F.O.C. 353.12' ® P.R.C. STA. 11+86.65, C.L. 20.21 RT. STA. 11+86.90, F.O.C. 353.06' B.C. STA. 12+02.62, C.L. 18.00 LT. STA. 12+04.25, F.O.C. 352.89' 1� P.R.C. STA. 12+09.76, C.L. 15.00 LT. STA. 12+12.20, F.O.C. 352.79' 11 LOT UNE STA. 12+45.39 C.L. 19.09 RT. STA. 12+54.31, F.O.C. -- 1 P.R.C. STA. 13+35.28, C.L 20.21 RT. STA. 13+68.19, F.O.C. 353.09' 9 E.C. STA. 13+47.88, C.L. 18.00 RT. STA. 13+81.06, F.O.C. 353.13' Know what's below. C1l1 before you dig. m V Z 0 V) w 0 _ r Q� N / J'� // W k / / * / / �/ CVIt U 1\1V �cg' J LAJ CL J 2, rte- I -J aur �/ �¢ w w W W U I cc cc cj o o ci I -i �� 3 v J J o I 0000 LL:LL:C4 0)oU' C3 LL NNW �'� Sp. / /, , o ++ n Q00 o Q Li: Qccm 3 a =U- FF 6h � /� , / � $ Ki n- o o � 3 + N � c�j a: + + + 67,� �`t' G' i o a0o o++ (� �'- +i ia-� o al i ± a � � +I I �' '�/ �i��Q` ��° � G� z rJ' Lw / N / z •- am c ¢ ¢ o l U / C�°' LA_W /� , a cn cn p ;5 p a 13 r`- F'-• C5 r- F- °D tali ,� /� // �� w c~n n 3 4 cn Q to m cn v) n: in � 6 .P,, cr i C3 ,_ � • C5 � C7 I 11+00 � 00 C7 6 C6 C4 12+00 I cn cn � /A /, /�./• N00'13 05 E 206. C2 _ S N01n // ( r - - - - - -8" SEWER. _ - 00 0 6" SEWER- C2- - /�;; OR��k er, 20' FLOWAGE & / //� ��,� / i r C1 ' % ! %', ' %,�i`% ; �f�%%%%%%%f/i `i l!`%1 ��'`�%/ . S;O/ \ / DRAINAGE EASEMENT / / 'r' 7 992 1 / OVER PRIVATE /' i I / i C1 �l ° PA POCKET PARK PER /' , ,� �� / / i (3 3 v % IN R CTI - '13'0 "RAD. FINAL MAP , �/ /• 3 1 2 6 2 p�L 5 7 8 N �1 / i // /•� 2 I co¢ C7 _ ! l STA. 12+64.12 C.L. FULHAN STREET = Ln 1/ I STA. 10+00.00 C.L. BARBON BECK AVENUE co i �: f- Q CSI o o I I '/ STA. 13+17.7fi, F.O.C. - - - - / 'CIO n - - - I / 1 � I O $ ± I N $ . 00 z j// / �\ o > " 00 N N I N DRIVEWAY / EX. 18 DRAIN / z 3 r d �- , X �' 0 / i U F-- m o I s '+ T i+ .1 F. co vii ' (SEE APPROVED f; L .; W W J O t� N Q Li L� -j%� = a (3 Li Li CU Li Li N N U O O 1:i (V Li UNIT 2 SEWER 00 1 J o 0 0 0 o O N o 0 AND STORM %� I Li o o ,� 00 0 1 co T .r O o 'I '% P.R.C.-P.A.F.L i, _ _ U ,ri Ui ,ri v� a� v� m CO � \� C7 1 STA. 13+07.33 C.L. FULHAN STREET 14.57 LT. _ e. DRAIN PLANS ;l I I \ cD $ $ Q = + + - - , �- - - - - - z ± + +_ 1 + + , �, C5 STA. 13+30.78 F.L. 18. /18' 18'G �oo w oo i �� 18 i 18 / 11 E.C.-P.A.F.L. 136'1\'' k a Q ci a a a W n n d =,30' 30' j ; STA. 13+21.98 C.L. FULHAN STREET 12.00 LT. _ m v) cn cn I can n w m % STA. 13+45.73 _F.L LEIGHFIELD WAY BARBON BECK AVENUE SEE SHEET 5P H I W &M -QTPPP SEE SHEET 2 CAUTION: CONTRACTOR TO KEEP 7' HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. REFER TO PG&E GAS NOTES ON THE COVER SHEET. 364 362 360 358 356 354 352 350 348 (PRIVATE STREET) SCALE: 1 " = 40' (STA. 10+00.00 C.L. TO 12+06.00 C.L.) 40' 20' 0' 40' 80' SCALE: 1" = 40' HORIZONTAL 364 362 360 358 356 354 352 350 348 Jvlr 362 360 358 � 356 354 352 350 348 10+00 11+00 12+00 10+00 J Ln Ur Ln LENGTH TANGENT (STA. 10+00.00 C.L. TO 12+06.00 C.L.) C1 -i o 4- 4 O Lo- 25.00' 90'00'00" 1" = 4' VERTICAL toLLO LEGEND (CONT.): 4.20' M U-) to M M � M CL M 0 STORM DRAIN MANHOLE - ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS Ln j > E.C.R. Q d CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER B.C. L�.,,,I C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. J; j END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH .3.5' OPENING PER P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT J >ai Li m U `� I r' P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER - REFER TO SEWER & STORM DRAIN PLANS p = $ Uj a d. M r7 EDGE OF PAVEMENT C&G CURB AND GUTTER O O p U O r- F.O.C. W_ P.R.C. P.A.F.L W U Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. W @o W - - D EXISTING STORM DRAIN UNE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. _04 352.99' i M J� LL:< OQ Q�LLJ �- FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" , ��- L m> �� UJ c3 m �Z VPw Y^ .w »°• == W .n..... CONSTRUCTION LIMITS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. 00 l Z FQ-• t}JW N 14 UH ►� mV) Ld n (n Q+ 3 1Lo m Q P.R.C. ? W Q T d♦ COw LO m+ C3 Q O Iw_� - q: + Q `I O a+ t- .- m+ ® a- r L r- W cJ � S=-0.51% S�0:5t% v Ci a I 0)!/, A LO W Q � n r- m U EAST F.L. $ LO rn 4 ,.; ,,; LIT -.LA - -1...i (3 Li C3 W j \ j Z -4- !- U F--� Ln in M M; M -II- II->Uj a n �N am in c� O.N >;jl j > > W 0 Fa- o 5'I � ato Lal LLJ d -I n S=0.25 = ca 0) 0) S=0.25% 4 `'18:7- S= -O, - -25X 18'i . ` s=0. 7k a: ;ACi (p I I �fi Z ±±± UNN S=Q.51% 30 30/ Sr0.25% S--0.37%PROPOSED =o.25%11- WEST F. cn o --- L�jcncn 7;RO:IOSED ci aad baa! EAST F.L.Ln � N c.3 W II W N!~nN mncn M Jvlr 362 360 358 � 356 354 352 350 348 10+00 11+00 12+00 364 362 360 358 356 354 352 350 348 13+00 10+00 J Ln Ur Ln LENGTH TANGENT (STA. 10+00.00 C.L. TO 12+06.00 C.L.) C1 -i o 4- 4 O Lo- 25.00' 90'00'00" 1" = 4' VERTICAL toLLO LEGEND (CONT.): 4.20' ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS to M M 37.00' CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS B.C.R. j > E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH .3.5' OPENING PER P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. STA. 11+76.72, C.L. 18.00 RT. Li m U `� I r' P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER - REFER TO SEWER & STORM DRAIN PLANS p = $ II d. M r7 EDGE OF PAVEMENT C&G CURB AND GUTTER O O p U O r- F.O.C. FACE OF CURB EX. EXISTING P.R.C. P.A.F.L W Q + cp + Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. S EXISTING SEWER LINE @o EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN UNE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. _04 352.99' FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. M O Z OQ - CENTERLINE �- FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" , + LC71 m> �� UJ c3 m �Z VPw � .w »°• == W .n..... CONSTRUCTION LIMITS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. 00 l Z FQ-• t}JW N 14 UH ►� mV) W laj (n m O (n W 3 1Lo I/ 18 P.R.C. ? W W C4 LO Q C3 Q O Iw_� - a O `I O UjZ + N__ W ii od S-_0.2 W oa - S=-0.51% S�0:5t% v �j 0)!/, A LO �p n r- a PR EAST F.L. $ LO rn 4 ,.; ,,; LIT -.LA - -1...i (3 Li C3 W j \ j Z -4- I Ln in M M; M -II- II->Uj _j t��tf) Lo Ul am in c� O N �$$ O$ca >;jl j > > W �I 5'I � W W W LLJ d -I n = ca 0) 0) c�o 4 `'18:7- WWn 18'i . ` ry a: ;ACi (p I I �fi Z ±±± UNN S=Q.51% 30 364 362 360 358 356 354 352 350 348 13+00 13.C.-NO013'05"E RAD, STA. 9+41.88 C.L. MORLEY WAY = STA. 12+31.90 C.L. LEIGHFIELD WAY 18" DRAIN r, , J 0o COVETABLE 10+00 11+00 12+00 LENGTH TANGENT (STA. 10+00.00 C.L. TO 12+06.00 C.L.) C1 25.00' SCALE: 1" = 40' HORIZONTAL 25.00' 90'00'00" 1" = 4' VERTICAL LEGEND: LEGEND (CONT.): 4.20' ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 37.00' CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 12.86' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH .3.5' OPENING PER P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. STA. 11+76.72, C.L. 18.00 RT. OF VERTICAL CURVE FC FINISH CONCRETE `� I r' P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER - REFER TO SEWER & STORM DRAIN PLANS PA PROPERTY UNE A.P. ANGLE POINT II E.P. EDGE OF PAVEMENT C&G CURB AND GUTTER OS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. F.O.C. FACE OF CURB EX. EXISTING P.R.C. P.A.F.L PARKING AREA FLOW LINE INV. INVERT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. S EXISTING SEWER LINE @o EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN UNE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. EXISTING GAS UNE 352.99' FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ■ ■ �� ■ ■ �� ■ ■ TRACT BOUNDARY $ $1 Ui - CENTERLINE �- FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" , + TYPE PER DETAIL 01" ON SHEET 7. UNIT BOUNDARY -cam- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS .w »°• == W .n..... CONSTRUCTION LIMITS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. 00 l PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) M �+ 13.C.-NO013'05"E RAD, STA. 9+41.88 C.L. MORLEY WAY = STA. 12+31.90 C.L. LEIGHFIELD WAY 18" DRAIN r, , J 0o COVETABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'00" C2 10.00' 7.95' 4.20' 45'34'23" C3 37.00' 58.12' 37.00' 90'00'00" C4 80.00' 181.29' 170.93' 129050'22" C5 37.00' 12.86' 6.50' 19'55'11" C6 74.00' 167.69' 158.11' 129'50'22" C7 43.00' 14.95' 7.55' 19'55'11" LEGEND ( CONT. }: U1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 0 FLOWUNE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN N • 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. LEIGHFIELD WAY BARBON BECK AVENUE SEE SHEET 5 - SEE SHEET 2 4\' i T5'/ W U1\1o It a 18' 18/, a. / II cE 3 ~ N--- -- -- -- -- -- o-- O \ r6 o0 C -i C4 00 U_ O I� m �JO �J a. i Jm / Q: Z t Q i -J J $ O o �. V ` V (3 LL: LL U Li.. O Ula: L[) Ld Lci v o p pp -3 p pp \ I I$ / m 00 O �� WOO �_ �r-r• 91 U Oon1 WOO \i .�, j/ - -- -- jl N j� woo z ooh �,�I o +++ ��+ �j I� cjci o+o+ �`� ca z UNN i I/ o00 18 DRAIN �oo �� o ��r 0:: ao cn cn + c3 a Q 1.1:j / U ►ri ao �� (p UjNN QI P L I� �� N 1 13 5 6 2 t-- / 15 16 /• 3 `n I / NN { //i• C2 6' SEWER d - - - - - - - - - - �, �- C2 1 - 4 8 I I f N00'13 05 E 243.00 11 +001 C2 12+00 I / ' ------------------ _ _ o _ ___ Cj ! j , 364 362 360 358 356 354 352 350 348 i F.Q.C. STATIONING TABLE REF. NO. DESCRIPTION s 000 7299 Cl) 00 STA. 10+22.14, C.L. 15.00 RT� I / 354.16' 0 L4 C� C-1 to- STA. 10+30.91, F.O.C. 354.09' Q L N STA. 10+45.26, C.L. 20.21 LT. N M M STA. 10+57.86, C.L. 18.00LT. STA. 10+58.88, F.O.C. 354.27' M B.C. STA. 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. > 14 0 w 6 5 (3 d(v o 2 o 17 18 STA. 11+76.72, C.L. 18.00 RT. Z Ly, M Com' W `� I r' ./ P.R.C. STA. 11+83.86, C.L 15.00 RT. STA. 11+86.30, F.O.C. W II GRADE BREAK STA. 12+12.77 C.L. 20.71 LT. M LA P/LLL:LL: Li P.R.C. STA. 13+09.38, C.L. 20.21 LT. LA:W 354.37' 11 E.C. STA. 13+21.98, C.L. 18.00 LT.' I / 354.33' lar W a U W ,� STA. 10+22.14, C.L. 15.00 LT.' to O 352.99' 1 E.C. $ $1 Ui u u E.C. C) p + i j + B.C. -- -- -- STA. 11+78.34, F.O.C. 00 Q 00 l Q M �+ �-�f- 17 B.C. W 3 1Lo I/ 18 P.R.C. ? W W C4 LO Q C3 Q O Iw_� - a O `I O UjZ + N__ mc~n ii od cn W oa oaf v �j 0)!/, A LO �p n r- a i I n l 1 m m o (3 Li U_ -1...i (3 Li C3 W j \ j Z -4- I - _j t��tf) Lo Ul am in c� O N �$$ O$ca �I 5'I � + o+ n = ca 0) 0) c�o `'18:7- WWn 18'i . ` ry a: r r (p I I �fi Z ±±± UNN S=Q.51% 30 30/ Sr0.25% N M =o.25%11- cn o --- L�jcncn 7;RO:IOSED ci aad baa! EAST F.L.Ln � N c.3 W II W N!~nN mncn M S=0.25% ?97% Sr0.53% � W Go' co '• W W MORLEY WAYSEE BARBON BECK AVENUE SHEET 2 iINM (PRIVATE STREET) . ............. (STA. 10+00.00 C.L. TO 12+43.00 C.L.) M SCALE: 1 " = 40' SCALE: 1" = 40' HORIZONTAL tt. 40' 20' 0' 40' 80' 10+00 364 362 360 358 356 354 352 350 348 CONSTRUCTION NO S: 1 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. O4 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. O PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 11+00 12+00 F.Q.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION 000 T.C. ELEV. Cl) 00 STA. 10+22.14, C.L. 15.00 RT� STA. 10+22.95, F.O.C. 354.16' 0 L4 C� C-1 to- STA. 10+30.91, F.O.C. 354.09' Q L N STA. 10+45.26, C.L. 20.21 LT. N M M STA. 10+57.86, C.L. 18.00LT. STA. 10+58.88, F.O.C. 354.27' M B.C. STA. 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. > > to M STA. 11+60.74, C.L. 20.21 LT. STA. 11+62.02, F.O.C. 354.53' U') _j N, B.C. STA. 11+76.72, C.L. 18.00 RT. Z Ly, M Com' W W ® P.R.C. STA. 11+83.86, C.L 15.00 RT. STA. 11+86.30, F.O.C. W 99 GRADE BREAK STA. 12+12.77 C.L. 20.71 LT. M LA c 10 P.R.C. STA. 13+09.38, C.L. 20.21 LT. LA:W 354.37' 11 E.C. STA. 13+21.98, C.L. 18.00 LT.' STA. 13+56.17, F.O.C. 354.33' lar W a U W ,� STA. 10+22.14, C.L. 15.00 LT.' to O 352.99' ® E.C. M Ui 352.93' W W E.C. C) p + W Z �W > + B.C. STA. 11+76.72, C.L. 18.00 LT. STA. 11+78.34, F.O.C. U \Z j P.R.C. STA. 11+83.86, C.L. 15.00 LT. C �-�f- 17 B.C. W STA. 11+76.71, F.O.C. 353.43' 18 P.R.C. ? W W 353,39' LO Q C3 Q O Iw_� - U� U m O UjZ + N__ mc~n Uj W J q ck: A LO a C3 W = .Z 0 N 41Z + p •-- z a .- am in cj�a n I.Wn WWn LL ry S=Q.51% Sr0.25% N M =o.25%11- cn o --- 7;RO:IOSED EAST F.L.Ln � N c.3 W S= m W M S=0.25% ?97% Sr0.53% � W Go' co '• W W o N Nj' LL( `MN iINM OPO WEST. ' M M tt. WUj _j, L'I J G dl Q 10+00 364 362 360 358 356 354 352 350 348 CONSTRUCTION NO S: 1 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. O4 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. O PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. O7 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 11+00 12+00 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 348 F.Q.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION 000 T.C. ELEV. P.R.C. STA. 10+22.14, C.L. 15.00 RT� STA. 10+22.95, F.O.C. 354.16' 0 L4 C� C-1 to- STA. 10+30.91, F.O.C. 354.09' Q L N STA. 10+45.26, C.L. 20.21 LT. STA. 10+46.02, F.O.C.354,22' M M STA. 10+57.86, C.L. 18.00LT. STA. 10+58.88, F.O.C. 354.27' M B.C. STA. 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. > > P.R.C. STA. 11+60.74, C.L. 20.21 LT. STA. 11+62.02, F.O.C. 354.53' B.C. STA. 11+76.72, C.L. 18.00 RT. Z Ly, M Com' W W ® P.R.C. STA. 11+83.86, C.L 15.00 RT. STA. 11+86.30, F.O.C. W 99 GRADE BREAK STA. 12+12.77 C.L. 20.71 LT. us - U c 10 P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA. 13+43.31, F.O.C. 354.37' 11 E.C. STA. 13+21.98, C.L. 18.00 LT.' STA. 13+56.17, F.O.C. 354.33' lar � STA. 10+22.14, C.L. 15.00 LT.' to O 352.99' ® E.C. .i LL_ Ui 352.93' © E.C. C) p + 353.14' + B.C. STA. 11+76.72, C.L. 18.00 LT. STA. 11+78.34, F.O.C. a O P.R.C. STA. 11+83.86, C.L. 15.00 LT. STA. 11+86.30, F.O.C. �-�f- 17 B.C. STA. 11+76.72, C.L. 18.00 RT STA. 11+76.71, F.O.C. 353.43' 18 P.R.C. STA. 11+83.86, C.L. 15.00 RT STA. 11+84.67, F.O.C. 353,39' CU 0 Q C3 Q U� UjZ N mc~n Uj W q cj�a w LL LL S=Q.51% Sr0.25% =o.25%11- cn o --- 7;RO:IOSED EAST F.L.Ln N M M 11 W> � W W W ;1K �m 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 348 Know what's below. 0811 before you dig. F.Q.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. P.R.C. STA. 10+22.14, C.L. 15.00 RT� STA. 10+22.95, F.O.C. 354.16' 0 E.C. STA. 10+29.28, C.L. 18.00 RT: STA. 10+30.91, F.O.C. 354.09' Q P.R.C. STA. 10+45.26, C.L. 20.21 LT. STA. 10+46.02, F.O.C.354,22' ® GRADE BREAK/E.C. STA. 10+57.86, C.L. 18.00LT. STA. 10+58.88, F.O.C. 354.27' B.C. STA. 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. 354.49' © P.R.C. STA. 11+60.74, C.L. 20.21 LT. STA. 11+62.02, F.O.C. 354.53' B.C. STA. 11+76.72, C.L. 18.00 RT. STA. 11+78.34, F.O.C. 354.60' ® P.R.C. STA. 11+83.86, C.L 15.00 RT. STA. 11+86.30, F.O.C. 354.55' 99 GRADE BREAK STA. 12+12.77 C.L. 20.71 LT. STA. 12+18.98 F.O.C. 354.66' 10 P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA. 13+43.31, F.O.C. 354.37' 11 E.C. STA. 13+21.98, C.L. 18.00 LT.' STA. 13+56.17, F.O.C. 354.33' 12 P.R.C. STA. 10+22.14, C.L. 15.00 LT.' STA. 10+22.95, F.O.C. 352.99' ® E.C. STA. 10+29.28, C.L. 18.00 LT. STA. 10+30.91, F.O.C. 352.93' © E.C. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86 F.O.C. 353.14' © B.C. STA. 11+76.72, C.L. 18.00 LT. STA. 11+78.34, F.O.C. 353.44' 16 P.R.C. STA. 11+83.86, C.L. 15.00 LT. STA. 11+86.30, F.O.C. 353.40' 17 B.C. STA. 11+76.72, C.L. 18.00 RT STA. 11+76.71, F.O.C. 353.43' 18 P.R.C. STA. 11+83.86, C.L. 15.00 RT STA. 11+84.67, F.O.C. 353,39' Know what's below. 0811 before you dig. % \ U 1\1 IT 7 IN TION ..- 00't '0 " A . STA. 9+41.88 C.L. CUMBRIAN WAY ^STA. 10+00.00 C.L. EVERTON AVVENUUEE ., I I STq9� I I , I I P.R.C.-P.A.F.L. I P/I STA. 8+98.67 C.L. CUMBRIAN WAY 14.57 LT. _ STA. 8+71.89 F.L. I I I B.C. GRADE BREAK-P.A.F.L STA. 8+84.02 C.L. CUMBRIAN AY 12.00 LT. _ STA. 8+56.94 F.L. I I I i SCALE: 1 " = 40' 40' 20' O' 40' 80' 366 364 362 360 358 356 354 352 350 348 :RTON AVENUE SEE SHEET 4 T I I NI I- r, -ozi CUMBRIAN WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" =.40' HORIZONTAL BARBON BECK AVENUE SEE SHEET 2 CURVE �, LENGTH TANGENT ITJ C1 25.00' 39.27' \30'T- 30' ''• 90'00'00" C2 `I , I / 51/ 7.95' � z �I 3 1 I C3 y.. ►� In \i 37.00' 3 W m d, I � I 80.00' Z \ • O i 0o z !� 141'05'54" � V m m O fir/ h,s 12.86' cy- Q U m / ! I +QQ C6 J moi• #s 3 I z C7 43.00' o:N�n 8 19'55'11" STA. 11+76.72 C.L. 18.00 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 0 C1 / NOTE-- OTE:B.C. n n 4 - - Q _,4 18" DRAIN SEE CALTRANS TRAFFIC MANUAL FOR DETAILS.L ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. m BARBON BECK AVENUE SEE SHEET 2 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 366 364 362 360 358 356 354 352 350 - 348 12+00 CURVE RADIUS LENGTH TANGENT M C1 25.00' 39.27' cc � 90'00'00" C2 10.00' 7.95' 4.20' 4534'23" C3 Q LM 58.12' 37.00' 90100'00" C4 80.00' 197.01' Q� LO � M m 141'05'54" C5 37.00' 12.86' 6.50' 19'55'11" C6 74.00' 167.69' 158.11' 129'50'22" C7 43.00' 14.95' 7.55' 19'55'11" STA. 11+76.72 C.L. 18.00 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 0 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5, OPENING PER NOTE-- OTE:B.C. B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE Q C.O.B. STD. D-14, LUNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS.L ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. m �W CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT F C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 10+22.95, F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE 12 W STA. 10+29.28 C.L 18.00 LT. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY �'h c0 SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER 1 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING 15 P.R.C. A P.A.F.L PARKING AREA FLOW LINE INV. INVERT Go SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - -- - - 2 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. O 0 EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN @ EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN UNE NOTES: ' -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. a c EXISTING GAS UNE �GDo M FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. I" I� " � " � " � TRACT BOUNDARY PLANS AND DETAILS. 0 INTERSECTION - - -CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE " " A.C. FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED"_ "1" wap I OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED W �W TYPE PER DETAIL ON SHEET 7. Ci UNIT BOUNDARY 4 8 V I W 18" DRAIN O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY PER -�� - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - -- °-� :-a,. -=4, .,- CONSTRUCTION LIMITS C.O.B. STD. ST-13. 5rrr M PARKING AREA - SEE CONSTRUCTION NOTE 6. / LO �m +' �►_SQ Uj 0 '- PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. LO c I N in .- p EX. 18" DRAIN p__ v I v, -j W CC'4 c' Imo. -^ � LA ck:c? v O y Z m a`rn c6 cn S=0.7996 I I `� `j 106n '' i '` i 04 a. cn °q N U.: pNj - io ,�to z 4LAJ Ir CV L • w CVC M, II 1,\ M W U W ' 5 Z W m + CV, to,m M Z (! i 30' ? in J IT Q Q1 J O ��pp w J W � 211'' � \� w J Li. to �. M > 1> LLJ w t0 aN Q l W ""I mcr_� < o �j M D_ ♦ ♦ O Wa. T M WGO a'� o �� Qa �Q-�� ci d p O ci p - ww O ps o �> �� ♦ 0 n a� SEE SHEET 3 ` ILc 0 Q a n aQ n V 80' �z S-0.719% tai w - C3FQ- > �0.70X m`q� m d cn Sr0.39% m s= tai m W tL; n NIn S=0.30% X87% =C„ s=0.7o� M M "' II , _ F-77 �. � �' LOM CV Sr0.51% t`�M PROPOSED Ii. M M'! 'M "- PROPOSED ' WEST .L I_'I_- w W T J w rNp. 11 UJI a a I ---'H- W W W 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 366 364 362 360 358 356 354 352 350 - 348 12+00 JOU 364 362 360 358 356 354 352 350 ZAO tet-. L CURVE TABLE CURVE RADIUS LENGTH TANGENT M C1 25.00' 39.27' 25.00' 90'00'00" C2 10.00' 7.95' 4.20' 4534'23" C3 Q LM 58.12' 37.00' 90100'00" C4 80.00' 197.01' 226.53' 141'05'54" C5 37.00' 12.86' 6.50' 19'55'11" C6 74.00' 167.69' 158.11' 129'50'22" C7 43.00' 14.95' 7.55' 19'55'11" STA. 11+76.72 C.L. 18.00 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 0 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5, OPENING PER NOTE-- OTE:B.C. B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE Q C.O.B. STD. D-14, LUNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS.L ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. m ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT F C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 10+22.95, F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE 12 W STA. 10+29.28 C.L 18.00 LT. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER OO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING 15 P.R.C. A P.A.F.L PARKING AREA FLOW LINE INV. INVERT 16 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - -- - - 2 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. O 0 EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN @ EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN UNE NOTES: ' -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. c EXISTING GAS UNE �GDo M FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. I" I� " � " � " � TRACT BOUNDARY PLANS AND DETAILS. 0 INTERSECTION - - -CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE " " A.C. FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED"_ "1" wap I OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED W �W TYPE PER DETAIL ON SHEET 7. STA. 21+94.12 C.L. BARBON BECK AVENUE UNIT BOUNDARY 4 8 V I W 18" DRAIN O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY PER -�� - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - -- °-� :-a,. -=4, .,- CONSTRUCTION LIMITS C.O.B. STD. ST-13. 5rrr CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) PARKING AREA - SEE CONSTRUCTION NOTE 6. / .3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �m +' �►_SQ Uj 0 '- PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. LO c I r -r in .- p EX. 18" DRAIN p__ v I v, 'obi z M v w ck:c? v O y Z m -- c6 cn S=0.7996 ``' I I `� `j 106n Q S=1 M 04 Uj cn °q N U.: pNj - io CV L PROP EAST F. F.L. CVC M, II 1,\ M S:po.92%N ' 5 Z W CV, to,m M Z (! i 30' ? in J IT W - JLm w J W � 211'' � \� w t-4, U$ �. M > 1> LLJ w '- I -f F- W ""I o �j M cd t^t 0 O `! p� I m!� O O ps o BECK AVENUE ♦ SEE SHEET 3 ` ILc 0 Q N V 80' �z C3FQ- > m`q� m d cn m s= tai m W tL; n X87% =C„ s=0.7o� �. � �' LOM CV Sr0.51% PROPOSED EAST F.L M M'! 'M rNp. 11 UJI V) M I ---'H- W W W -1a 4 Uj JOU 364 362 360 358 356 354 352 350 ZAO tet-. L 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' 58.12' 37.00' 90100'00" C4 80.00' 197.01' 226.53' 141'05'54" C5 37.00' 12.86' 6.50' 19'55'11" C6 74.00' 167.69' 158.11' 129'50'22" C7 43.00' 14.95' 7.55' 19'55'11" 2" SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE 364 STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 360 5214FP14 A850SRLED EVERTON AVENUE - r) BARBON BECK AVENUE SEE SHEET 4 I I N I 1-r .,�•, I r -.� SEE SHEET 3 �� .01 .C. -N 7 ' 5" A STA. 15+71.22 C.L. EVERTON AVENUE STA. 9+41.88 C.L. BROCKLESBY STREET i i rn / i i i i i i i 30" 15" RADIUS (4)1t-x18"x3".fit ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. W W W 8 STREET LIGHT -- DETAIL "1 " 0+00 11+00 12+00 SCALE: NONE 366 (STA. 10+00.00 364 I i - 362 1GHT BASE SCALE: 1" = 40' HORIZONTAL T.C. ELEV. 360 6" SLAB 1" SEE C.O.B. 358 STD ST -14 LEGEND (CONT.: LEGEND (CONT.): 356 x 18" x 3" .4 - - D t BOLTS O CURVE NUMBER FOR CURVE DESCRIPTION FL 354 Z L 352 STA. 10+45.26 C.L. 20.21 LT. 350 CENTERLINE B.V.C. BEGIN VERTICAL CURVE 348 (4)1t-x18"x3".fit ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. W W W 8 STREET LIGHT -- DETAIL "1 " 0+00 11+00 12+00 SCALE: NONE BROCKLESBY STREET � (PRIVATE STREET) � STA. 10+00.00 C.L. TO 12+43.00 C.L. SCALE: 1" = 40' HORIZONTAL ' \ I v (STA. 10+00.00 C.L. TO 18+50.00 C.L.) I i - DESCRIPTION C.L. STATION SCALE: 1" = 40' HORIZONTAL T.C. ELEV. 01 P.R.C. 1" = 4' VERTICAL 350.99' LEGEND: LEGEND (CONT.: LEGEND (CONT.): STA. 10+22.95, F.O.C. ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE Z L 130' STA. 10+45.26 C.L. 20.21 LT. CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. EL.EVA11ON E.V.C. END VERTICAL CURVE O REFER TO SEWER & STORM DRAIN PLANS 0 FLOWUNE STATION -SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION Q B.C. STA. 11+76.72 C.L. 18.00 LT. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 0 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5, OPENING PER NOTE-- OTE:B.C. B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE Q C.O.B. STD. D-14, LUNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS.L ALL PERMANENT STRIPING & 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 SPECIFICATION PTH-02ALKYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT F C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 10+22.95, F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE 12 E.C. STA. 10+29.28 C.L 18.00 LT. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER OO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING 15 P.R.C. A P.A.F.L PARKING AREA FLOW LINE INV. INVERT 16 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 @ EXISTING SURVEY MONUMENT - - D EXISTING STORM DRAIN UNE NOTES: ' -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. c EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN M FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. I" I� " � " � " � TRACT BOUNDARY PLANS AND DETAILS. 0 INTERSECTION - - -CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE " " A.C. FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED"_ "1" wap I OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED W �W TYPE PER DETAIL ON SHEET 7. STA. 21+94.12 C.L. BARBON BECK AVENUE UNIT BOUNDARY 4 8 V I W 18" DRAIN O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY PER -�� - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - -- °-� :-a,. -=4, .,- CONSTRUCTION LIMITS C.O.B. STD. ST-13. 5rrr CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) PARKING AREA - SEE CONSTRUCTION NOTE 6. / .3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS +' �►_SQ Uj 0 '- PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. BROCKLESBY STREET � (PRIVATE STREET) � STA. 10+00.00 C.L. TO 12+43.00 C.L. SCALE: 1" = 40' HORIZONTAL ' \ I v N I i - DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 01 P.R.C. STA. 8+82.46 C.L. 13.44 LT. STA. 8+47.99, F.O.C. 350.99' M W k W P.R.C. STA. 10+22.14 C.L. 15.00 RT. STA. 10+22.95, F.O.C. 351.53' M \1a I 18 , STA. 10+30.91, F.O.C. 351.64' Z L 130' STA. 10+45.26 C.L. 20.21 LT. 3 351.78' 5[] GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 LT. STA. 10+57.86, F.O.C. 351.84' O - W STA. 10+88.00 C.L. 18.00 RT. STA. 10+89.63, F.O.C. 352.05' Q B.C. STA. 11+76.72 C.L. 18.00 LT. STA. 11+76.72, F.O.C. O 0 0 I STA. 11+83.86 C.L. 15.00 LT. STA. 11+84.67, F.O.C. 352.66' Q B.C. 4 STA. 11+78.34, F.O.C. ! 10 P.R.C. STA. 11+83.86 C.L. 15.00 RT. STA. 11+86.30, F.O.C. 352.67' F P.R.C. STA. 10+22.14 C.L. 15.00 LT. STA. 10+22.95, F.O.C. 352.12' 12 E.C. STA. 10+29.28 C.L 18.00 LT. STA. 10+30.91, F.O.C. 352.14' 13 GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86, F.O.C. 352.34' ® N STA. 11+76.72 C.L 18.00 LT. J N M 15 P.R.C. STA. 11+83.86 C.L. 15.00 LT. NM . h Lo 16 N M df N LO C1 ! \ cq M O M CV t( STA. 11+84.67, F.O.C. CO 3 z \ r M � 4 8 Q 44� M ' M a_M Z 0 INTERSECTION > W C1 mzUj C3 W STA. 12+43.00 C.L. BROCKLESBY STREET = wap I W �W >: STA. 21+94.12 C.L. BARBON BECK AVENUE W 4 8 V I W 18" DRAIN O ��4 W h m + + fop O N +' �►_SQ Uj 0 '- N LO c I W iN �j p EX. 18" DRAIN p__ v I v, 'obi z M v w ck:c? v O y Z m -- c6 cn S=0.7996 ``' I I `� `j 106n Q S=1 U LL �27�6 tjCL ao w Uj cn °q $_ .45X - io ' PROP EAST F. F.L. CVC M, II 1,\ S:po.92%N ' soja CV, to,m 8, 5'=z 18, (! i 30' 30 k in U 1\1 IT /I � 211'' � \� w t-4, I ` M > 1> LLJ '- I -f F- �W �j M I� `! I m!� BARBON BECK AVENUE SEE SHEET 3 SCALE: 1 " = 40' 40' 20' 0' 40' 80' A0+00 366 364 362 360 358 356 354 352 350 348 366 364 ` 362 360 358 356 354 352 350 348 11+00 12+00 F.O.C. STATIONING' TABLE �r DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 01 P.R.C. STA. 8+82.46 C.L. 13.44 LT. STA. 8+47.99, F.O.C. 350.99' M W k W P.R.C. STA. 10+22.14 C.L. 15.00 RT. STA. 10+22.95, F.O.C. 351.53' M E.C. STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' Z L P.R.C. STA. 10+45.26 C.L. 20.21 LT. STA. 10+45.00, F.O.C. 351.78' 5[] GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 LT. STA. 10+57.86, F.O.C. 351.84' O - W STA. 10+88.00 C.L. 18.00 RT. STA. 10+89.63, F.O.C. 352.05' Q B.C. STA. 11+76.72 C.L. 18.00 LT. STA. 11+76.72, F.O.C. O 0 0 P.R.C. STA. 11+83.86 C.L. 15.00 LT. STA. 11+84.67, F.O.C. 352.66' Q B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+78.34, F.O.C. 352.68' 10 P.R.C. STA. 11+83.86 C.L. 15.00 RT. STA. 11+86.30, F.O.C. 352.67' F P.R.C. STA. 10+22.14 C.L. 15.00 LT. STA. 10+22.95, F.O.C. 352.12' 12 E.C. STA. 10+29.28 C.L 18.00 LT. STA. 10+30.91, F.O.C. 352.14' 13 GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86, F.O.C. 352.34' ® N STA. 11+76.72 C.L 18.00 LT. J N M 15 P.R.C. STA. 11+83.86 C.L. 15.00 LT. NM . h Lo 16 N M df N LO STA. 11+76.71, F.O.C. Uf O cq M O M CV t( STA. 11+84.67, F.O.C. 352.85' M Q 44� M ' M a_M Z W > W mzUj C3 W M >: wap W �W >: W V W O ��4 W h m + + fop O N +' �►_SQ Uj 0 '- W iN �j U CV Lc M v w ck:c? v O y Z m •- n c6 cn S=0.7996 ``' til to `j 106n Q S=1 U LL �27�6 tjCL ao w Uj cn °q $_ .45X - io ' PROP EAST F. F.L. CVC M, II ' S:po.92%N ' CV, to,m M PROPOSED WEST F.L.M in to w w t-4, J M > 1> LLJ '- I -f F- �W W: c W a A0+00 366 364 362 360 358 356 354 352 350 348 366 364 ` 362 360 358 356 354 352 350 348 11+00 12+00 10+00 CONSTRUCTION NOTES: 1 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. O4 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. O7 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 11+00 12+00 (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL . 366 364 362 360 358 q 356 354 352 350 348 F.O.C. STATIONING' TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 01 P.R.C. STA. 8+82.46 C.L. 13.44 LT. STA. 8+47.99, F.O.C. 350.99' Q P.R.C. STA. 10+22.14 C.L. 15.00 RT. STA. 10+22.95, F.O.C. 351.53' M E.C. STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' ® P.R.C. STA. 10+45.26 C.L. 20.21 LT. STA. 10+45.00, F.O.C. 351.78' 5[] GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 LT. STA. 10+57.86, F.O.C. 351.84' © - W STA. 10+88.00 C.L. 18.00 RT. STA. 10+89.63, F.O.C. 352.05' Q B.C. STA. 11+76.72 C.L. 18.00 LT. STA. 11+76.72, F.O.C. O 0 ® P.R.C. STA. 11+83.86 C.L. 15.00 LT. STA. 11+84.67, F.O.C. 352.66' Q B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+78.34, F.O.C. 352.68' 10 P.R.C. STA. 11+83.86 C.L. 15.00 RT. STA. 11+86.30, F.O.C. 352.67' F P.R.C. STA. 10+22.14 C.L. 15.00 LT. STA. 10+22.95, F.O.C. 352.12' 12 E.C. STA. 10+29.28 C.L 18.00 LT. STA. 10+30.91, F.O.C. 352.14' 13 GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86, F.O.C. 352.34' ® �Q En STA. 11+76.72 C.L 18.00 LT. N M 352.81' 15 P.R.C. STA. 11+83.86 C.L. 15.00 LT. NM . h 352.85' 16 N M df N LO STA. 11+76.71, F.O.C. 352.88' 1[]7 Li t( STA. 11+84.67, F.O.C. 352.85' M Q 44� M ' m Z � W > W I wap Q W W h m + Z ± I O N Uj 0 '- W iN U m n5=0.45% c6 cn S=0.7996 ``' -4 en ' PROP EAST F. F.L. CVC M, II ' LW II wJ W w 10+00 CONSTRUCTION NOTES: 1 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. O4 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. O7 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 11+00 12+00 (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL . 366 364 362 360 358 q 356 354 352 350 348 Know what's below. 0811 before you dig. F.O.C. STATIONING' TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 01 P.R.C. STA. 8+82.46 C.L. 13.44 LT. STA. 8+47.99, F.O.C. 350.99' Q P.R.C. STA. 10+22.14 C.L. 15.00 RT. STA. 10+22.95, F.O.C. 351.53' Q E.C. STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' ® P.R.C. STA. 10+45.26 C.L. 20.21 LT. STA. 10+45.00, F.O.C. 351.78' 5[] GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 LT. STA. 10+57.86, F.O.C. 351.84' © UNIT BOUNDARY STA. 10+88.00 C.L. 18.00 RT. STA. 10+89.63, F.O.C. 352.05' Q B.C. STA. 11+76.72 C.L. 18.00 LT. STA. 11+76.72, F.O.C. 352.67' ® P.R.C. STA. 11+83.86 C.L. 15.00 LT. STA. 11+84.67, F.O.C. 352.66' Q B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+78.34, F.O.C. 352.68' 10 P.R.C. STA. 11+83.86 C.L. 15.00 RT. STA. 11+86.30, F.O.C. 352.67' 11 P.R.C. STA. 10+22.14 C.L. 15.00 LT. STA. 10+22.95, F.O.C. 352.12' 12 E.C. STA. 10+29.28 C.L 18.00 LT. STA. 10+30.91, F.O.C. 352.14' 13 GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86, F.O.C. 352.34' ® B.C. STA. 11+76.72 C.L 18.00 LT. STA. 11+78.34, F.O.C. 352.81' 15 P.R.C. STA. 11+83.86 C.L. 15.00 LT. STA. 11+86.30, F.O.C. 352.85' 16 B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+76.71, F.O.C. 352.88' 1[]7 P.R.C. STA. 11+83.86 C.L. 15.00 RT. STA. 11+84.67, F.O.C. 352.85' Know what's below. 0811 before you dig.