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HomeMy WebLinkAbout1.1-7299 Ph 3, 4, 5, 6 & 7 Record DrawingASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SEC11ON 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED,JO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY"ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED 'BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BYTHE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADD11IONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SEC11ON 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 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 UNE. 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 UNE. STANDARD NOTES - 6.80 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND R. 26 E. y/cy 0 SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF UNIT 5 TRANSPORTATION STANDARD SPECIFICATIONS. ACRES 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART - 11.36 ACRES OF THESE PLANS: PROJECT SIT 0 ST -1, ST -2, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 MING AVENUE, HIGHGATE PARK BOULEVARD, ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 2 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: APPROVED AND ARE CONSTRUCTED. 0.20' TYPE "B" ASPHALT CONCRETE OVER AVENUE 337 0.40' AGGREGATE BASE (PER NOTE 16) OVER >R tea Rt. 5 0.50' O.G. TO BE COMPACTED TO 957. RELATIVE DENSITY PER 170 119 C.O.B. STD. ST -9. 92 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 11,732 BAKERSFIELD STD. DWG. ST -13. 6,426 16,665 ® TO BE INSTALLED 48,942 6" CURB & GUTTER p EXISTING 184 5. INSTALL TRAFFIC CONTROL SIGNS S 567 INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 WHITE LANE LF INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 1,212 852 -c7- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' Q 6,427 POST TOP PER DETAIL 1 ON SHEET 7. SQFT 8,378 -8- INSTAU_ STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. 4,620 12,140 STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 39,042 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL 14 o f3 STREETS UNLESS OTHERWISE NOTED. 4,212 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. HANDICAP RAMPS 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER 4 flUTHERN PACIFIC EACH SEWER LATERAL. 2 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. EA. 2 SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A 1 5 MINIMUM OF 6" THICK. 13 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW 2 3 PAVEMENT GRADE. 4 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING MONUMENT ENCASEMENTS EA. DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 2 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 5 24 WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR LF 890 EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 464 1,264 SIDEWALK 6" FROM BACK. 4,027 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHAH_ BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. OR E S N u PRI TO THE TART OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU11ON PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING B. AND/OR UPGRADING AS PER CITY ENGINEER. E.C. B. E 27. WITH THE EXCEP11ON OF THOSE ON RETURNS, STREET SIGNS AND STREET P.I. LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREIN. P 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR P STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK E. WHERE THE MAXIMUM SLOPE SHALL BE 27*. ALTERNATIVELY, THE CITY F ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD P.A. TO PREVENT EROSION ONTO THE SIDEWALK. 29. UNITS 3, 4, 5, & 7 ARE TO BE ALL CONSTRUCTED SIMULTANEOUSLY AND A TEMPORARY TYPE 111 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 UNE. 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 UNE. VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS VESTING TENTATIVE TRACT 7299 PROJECT AREA: 32.11 ACRES UNITS 3- 7 UNIT STOCKDALE - 6.80 o T. 30 S., R. 26 E. y/cy 0 ACRES UNIT 5 - 2.63 ACRES UNIT 6 - 11.36 ACRES 2 PROJECT SIT 0 ACRES MING AVENUE, HIGHGATE PARK BOULEVARD, AND UNITS 1 & 2 Wuw PLANS HAVE BEEN APPROVED AND ARE CONSTRUCTED. MING AVENUE 337 1,727 >R tea Rt. 5 217 170 119 308 92 11 CONCRETE PARKING AREA 11,732 ZRL 6,426 16,665 4,958 48,942 6" CURB & GUTTER �0 184 404 SM S 567 1,600 WHITE LANE LF 1,544 1,212 852 2,168 Q 6,427 SIDEWALK SQFT 8,378 w 4,620 12,140 5,870 39,042 m SQFT 14 o f3 2,184 4,212 2,028 15,444 HANDICAP RAMPS EA 2 4 flUTHERN PACIFIC RAILROAD 2 12 STANDARD STREET NAME SIGNS VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS VESTING TENTATIVE TRACT 7299 PROJECT AREA: 32.11 ACRES UNITS 3- 7 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, AND UNITS 1 & 2 STREET PLANS HAVE BEEN APPROVED AND ARE CONSTRUCTED. _- __ - _ - -- __ _ - - -- __ __ __ _ - __ __ _ _� -- e _ -- ---- ----------------------------------------------_MING AVENUE =---------- =--_-------------------- ------------- - - - ' - - - - - - - _ -- -------- 12 - - - (ARTERIAL -PUBLIC STREET) _ - - - - - - 25 N-4 �ko,�ti�•_....- 5 .e to _ 4 '� -- -- -__ >. LAMMVE U N I T 7 i >, LU N I T 5 a /- - ---•-- �,� "' 5 I I 1 I E X. U N I T I° � ° 2a 27 ae a 1 (NOT A PART) 1 � / 17 / W� t 23 � I 1a / / �\ / 1a 19 - - TRACT 7300 '3 12 \ G 'a 2D �' - p�JVE - � 1 (NOT' A- �'� to j� � \ _ 2 1 � a a --- 12� 4 3 i t Is a L X. UNIT a 4 'j Z ' t6 14 (NOT A PART) j - TRACT 7302- � l ill � . I ` \ 'o tt I a � � ` � � I a I 5 I to I t3 (NOT A PAR7� 1 20 1 21 12 / to � / y / " `- I i I PROJECT MAP SCALE: 1"=200' LIST OF MATERIALS ® SHEET NO. INDEX ITEM UNIT PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 TOTAL A.C. PAVING TONS 260 290 143 395 264 1,352 CL. 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 SOFT 11,732 9,161 6,426 16,665 4,958 48,942 6" CURB & GUTTER LF 184 404 99 346 567 1,600 6" CURB LF 1,544 1,212 852 2,168 651 6,427 SIDEWALK 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 EGEND: 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 C R. BEGIN CURB RETURN PI POINT OF INTERSECTION R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE C. END CURVE T.C. TOP OF CURB V.C. POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE O.C. POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY LINE A.P. ANGLE POINT P. EDGE OF PAVEMENT C&G CURB AND GUTTER O.C. FACE OF CURB EX. EXISTING F.L. PARKING AREA FLOW LINE INV. INVERT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. O EXISTING SURVEY MONUMENT -}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. --�- FURNISH & INSTALL METRO STREET SIGN PER C.C.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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 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 �- GHFIELD WAY & HIGHGATE GREENS DRIVE �rI N STREET & MORLEY WAY `sr, r�F IAN WAY & BRO 53 is 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 FACIU11ES NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FiCATE 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 DURING CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS LE TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. r�j�ir: R 0 N z ce w z c� z LU U CD z r 0 J v�LT b aaLY LEGEND (CONT.) -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. S SEWER - REFER TO SEWER & STORM DRAIN PLANS O SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. s EXISTING SEWER LINE EXISTING STORM DRAIN UNE - - c EXISTING GAS LINE TRACT BOUNDARY - - - CENTERUNE tta� tst� UNIT BOUNDARY CONSTRUCTION UMITS PARKING AREA - SEE CONSTRUCTION NOTE 6. 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 FACIU11ES NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FiCATE 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 DURING CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS LE TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. r�j�ir: R 0 N z ce w z c� z LU U CD z r 0 J 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 R.C.E. NO. 61069 EXP. 12-31-18 2i1�1z DATE, ®9 ^ , B e ✓3 REVIEWED BY: =vrvi_ ' �° °°'�--� / "Ir- "1-10 STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 0 0 L; 1 LEGEND (CONT. 0 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE 10 FLOWLINE STATION - SEE TABLE VIEWED BY.. a �- ' � � ° / l TRAFFIC ENGINEER DATE 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. ►`T�ijiT I3t7*. r 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. 6 7 "1.7 j 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. V 0iQ 1T g yr'� V i`1 L7 BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) (now what's below. 0111 before you dig. N M M > d ° z' v NI 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 R.C.E. NO. 61069 EXP. 12-31-18 2i1�1z DATE, ®9 ^ , B e ✓3 REVIEWED BY: =vrvi_ ' �° °°'�--� / "Ir- "1-10 STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 0 0 L; 1 LEGEND (CONT. 0 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE 10 FLOWLINE STATION - SEE TABLE VIEWED BY.. a �- ' � � ° / l TRAFFIC ENGINEER DATE 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. ►`T�ijiT I3t7*. r 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. 6 7 "1.7 j 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. V 0iQ 1T g yr'� V i`1 L7 BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) (now what's below. 0111 before you dig. NI H 3 2 FULHAN STREET SEE SHEET 6 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 J ;0 B.C./END C&G F.L./ iv cv B GIN 6" CURBIBEGA 'Q M STA. 15+67.76 C.L. r' c' » TA. 15+67.76 F.L. M JJ h STA. 15+69.65 F.O.0 U LI: MORLEY WAY CUkIBRAIN WAY SEE SHEET 6 BARBON BECK AVENUE SEE SHEET 7 (PRIVATE STREET) (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL su,IT,�, CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 900'00" C2 37.00' 58.12' 37.00' 90'CU'00" C3 37.00' 12.86' 6.50' 19'55'11" C4 10.00' 7.95' 4.20' 45'34'23" C5 43.00' 1 14.95' 7.55' 19'55'11" ii 0 0 CV U -. -� O Ci L: 'C�p d0• d 0 +++ 000000 QQQ �U u SCALE: 1 " = 40' 346 10+00 1111901% WIIC11i1 13+00 14+00 15+00 16+00 17+00 18+00 I U-ruU +UU i 1 18' REF. NO. (STA. 10+00.00 C.L. TO 18+50.00 C.L.) C.L. STATIM F.O.C. STATION T.C. ELEV. SCALE: 1" = 40' HORIZONTAL P.R.C. STA. 10+2214, C.L. 15.00 RT. STA. 10+22.95, F.O.C. SCALE: 1" = 4' VERTICAL LEND: LEGEND (CONT.) LEGEND (CONT.) STA. 10+30.91, F.O.C. ABBREVIATIONS - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSO c1 50.00' FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 354.33' ® CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE Q STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS a FLOWUNE STATION -SEE TABLE 00 BEGIN CURB RETURN PI POINT OF INTERSECTION P.R.C. { 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. 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 PAINTPER CALTRANS STANDARD SPECIFICATION PTH-02ALCYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. STA. 14+95.45, F.O.C. 353.19' OF VERTICAL CURVE FC FINISH CONCRETE B.C. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY I SECTION DESIGNATION: PA PROPERTY UNE A.P. ANGLE POINT VR T. CURVE a M p EDGE OF PAVEMENT C&G CURB AND GUTTER M M I F.O.C. FACE OF CURB EX. EXISTING t M I ' © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. { li O ( { SHEET WHERE SECTION IS SHOWN 2 O - - - o EXISTING STORM DRAIN UNE (VOTES: { FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. c EXISTING GAS UNE 70 -�- FURNISH & INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. � m m � m m � m m � TRACT BOUNDARY PLANS AND DETAILS. �- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" - - CENTERLINE M STA. 18+64.11, F.O.C. TYPE PER DETAIL "1" ON SHEET 7. w UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STA. 18+60.69, C.L. 18.00 RT. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION LIMITS M UNIT BOUNDARY M ® PARKING AREA -SEE CONSTRUCTION NOTE 6. STD. ST -13. "A" 21 PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) STA. 14+08.90, C.L. 18.00 RT 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS 353.45' N PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. L O l+- CV N Q CV N r I ( ti -ce I M 0 3 M M M t+:\ J J W i m k J M ( M \ > W , > ��' M M I CN in �- M i i ! U i> Z> JW I { E3 0tt i > tLv- > d o> j _jO W --� w I f L I to I 4 J i , IQ li W O O p 0:: C5.' W 04 Win m W W c0 -i O) co W i CL , (5 O O A: Q+ O ' W -� W ( ( J Jm ti: \ W i ,LI: I UID, �i �7 O O d: I J\moi IDWW CO , N>� nN Ui � to UU ' OI" I LLIs OD �pJ CVI �J U n I C%j07 O+D 01 N j , O I( ( O "�� O p ' I ,� env is ,i + ZiO J + U �t� Q mf ¢ m N t I I f �°= f Ci i�itn M N '- € O M iyz \ Z i ' ( r I Q, + { + '� I p aI ��o I >a I ! i oD CC (� •- \ oD •- mN --Ij Q N w N � (� '- U w mm FIm { F- z f-: i w d w F I I F m {�� ----+ I i �� a I S= -O -25%f - o: to w I S=0.32 < I d �a i PROP I { PROPO NOI2TH FLvWUNE FLOWUN 1 I t i I y w cn I , S�-0.25% - ' W Cn } m V) I I, S=0.30 I i I M C, € NORTH FLOWUNE 1 j I I f ' � I w SOU FLOWUNE PR 'a ! SOUTH IL SED �MNE 1 i = 1 f M (/3 z o { W 0Z M J i =3 =3 ' U a o J i I i- 346 10+00 1111901% WIIC11i1 13+00 14+00 15+00 16+00 17+00 18+00 16+00 17+00 18+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. 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. �6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DE �9 CONSTRUCT TYPICAL 5- SEE DET Uf4IT L ONL ®4f -10 « V r1 rr ) 0 to!::'l R/W 362 360 358 356. 354 352 350 348 346 362 360 358 356 354 352 350 348 346 I U-ruU +UU 12+UU 13+00 14+00 15+00 18' REF. NO. (STA. 10+00.00 C.L. TO 18+50.00 C.L.) C.L. STATIM F.O.C. STATION T.C. ELEV. SCALE: 1" = 40' HORIZONTAL P.R.C. STA. 10+2214, C.L. 15.00 RT. STA. 10+22.95, F.O.C. SCALE: 1" = 4' VERTICAL LEND: LEGEND (CONT.) LEGEND (CONT.) STA. 10+30.91, F.O.C. ABBREVIATIONS - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSO CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 354.33' ® CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE Q STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS a FLOWUNE STATION -SEE TABLE 00 BEGIN CURB RETURN PI POINT OF INTERSECTION P.R.C. STA. 13+28.05, C.L. 15.00 RT. 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 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 PAINTPER CALTRANS STANDARD SPECIFICATION PTH-02ALCYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. STA. 14+95.45, F.O.C. 353.19' OF VERTICAL CURVE FC FINISH CONCRETE B.C. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY SECTION DESIGNATION: PA PROPERTY UNE A.P. ANGLE POINT 353.05' OD a M p EDGE OF PAVEMENT C&G CURB AND GUTTER O SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. I F.O.C. FACE OF CURB EX. EXISTING t M I I © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - - - - li O ( { SHEET WHERE SECTION IS SHOWN 2 O EXISTING SURVEY MONUMENT - - o EXISTING STORM DRAIN UNE (VOTES: + 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 -�- FURNISH & INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. � m m � m m � m m � TRACT BOUNDARY PLANS AND DETAILS. �- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" - - CENTERLINE in STA. 18+64.11, F.O.C. TYPE PER DETAIL "1" ON SHEET 7. w UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STA. 18+60.69, C.L. 18.00 RT. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION LIMITS M UNIT BOUNDARY M ® PARKING AREA -SEE CONSTRUCTION NOTE 6. STD. ST -13. "A" 21 PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) STA. 14+08.90, C.L. 18.00 RT 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS 353.45' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. L O O ( ti -ce ccFO C14 0 3 M M M t+:\ J J W i m k J M ( M \ > W , > ��' M M I CN in �- M i i ! U i> Z> JW I { E3 0tt W j _jO W --� W I �''� >> J in Z -U• l j -� { j li W O O p s + I I { c0 -i O) co W i w m W O O , 0? m W W -� W J Jm ti: \ W : I ( I UID, �i �7 O O d: �- O O I UU OI" I LLIs C%j07 01 N j , O O "�� O p ' I t pW4+ ps Q + ZiO J + U �t� Q mf ¢ m N t I I f �°= f Ci Q M N '- i O M iyz \ Z i ' , 1 r p Q, + { + '� I o�D �.� I oD CC (� •- \ oD •- j ~ --Ij LLi N w N � (� '- U w mm F- to { vii i w .�- I I F m {�� I C.3 � i,iw.tn m'to �� a I I d �a i 1 w d F { PROPOSED I SOUITH FLOWUN I t I y w cn I , S�-0.25% W Cn } m V) I I, S=0.30 I i I M _ ¢ j I I f ' � PR SOU FLOWUNE PR 'a ! SOUTH SED �MNE 1 i = 1 ' i--- 16+00 17+00 18+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. 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. �6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DE �9 CONSTRUCT TYPICAL 5- SEE DET Uf4IT L ONL ®4f -10 « V r1 rr ) 0 to!::'l R/W 362 360 358 356. 354 352 350 348 346 362 360 358 356 354 352 350 348 346 I U-ruU +UU 12+UU 13+00 14+00 15+00 18' REF. NO. (STA. 10+00.00 C.L. TO 18+50.00 C.L.) C.L. STATIM F.O.C. STATION T.C. ELEV. SCALE: 1" = 40' HORIZONTAL P.R.C. STA. 10+2214, C.L. 15.00 RT. STA. 10+22.95, F.O.C. SCALE: 1" = 4' VERTICAL LEND: LEGEND (CONT.) LEGEND (CONT.) STA. 10+30.91, F.O.C. ABBREVIATIONS - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSO CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 354.33' ® CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE Q STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS a FLOWUNE STATION -SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION P.R.C. STA. 13+28.05, C.L. 15.00 RT. 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 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 PAINTPER CALTRANS STANDARD SPECIFICATION PTH-02ALCYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. STA. 14+95.45, F.O.C. 353.19' OF VERTICAL CURVE FC FINISH CONCRETE B.C. 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 PROPERTY UNE A.P. ANGLE POINT 353.05' Q2 E.P. 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 STA. 15+8204, C.L. 18.00 LT. P.A.F.L, PARKING AREA FLOW UNE INV. INVERT © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - - - - STA. 16+15.36, F.O.C. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 s EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN 2 O EXISTING SURVEY MONUMENT - - o EXISTING STORM DRAIN UNE (VOTES: + 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 -�- FURNISH & INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. � m m � m m � m m � TRACT BOUNDARY PLANS AND DETAILS. �- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. STA. 18+64.11, F.O.C. TYPE PER DETAIL "1" ON SHEET 7. w UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STA. 18+60.69, C.L. 18.00 RT. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION LIMITS O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PERC.O.B. UNIT BOUNDARY CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ® PARKING AREA -SEE CONSTRUCTION NOTE 6. STD. ST -13. "A" 21 PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) STA. 14+08.90, C.L. 18.00 RT 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS 353.45' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 16+00 17+00 18+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. 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. �6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DE �9 CONSTRUCT TYPICAL 5- SEE DET Uf4IT L ONL ®4f -10 « V r1 rr ) 0 to!::'l R/W 362 360 358 356. 354 352 350 348 346 362 360 358 356 354 352 350 348 346 60' RIGHT OF WAY 12' F.O.C. STATIONING TABLE 18' REF. NO. DESCRIPTION C.L. STATIM F.O.C. STATION T.C. ELEV. 01 P.R.C. STA. 10+2214, C.L. 15.00 RT. STA. 10+22.95, F.O.C. 354.35' 2CJ E. C. STA. 10+29.28, C.L. 18.00 RT. STA. 10+30.91, F.O.C. 354.39' 3Q E.C. STA. 10+57.86, C.L. 18.00 LT. STA. 10+58.12, F.O.C. 354.33' ® B.C. STA. 12+0262, C.L. 18.00 RT STA. 12+04.25, F.O.C. 353.97' Q 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' 7Q E.C. STA. 13+35.19, C.L. 18.00 RT. STA. 13+40.06, F.O.C. 353.64' ® B.C. STA. 14+8262, C.L. 18.00 RT STA. 14+87.50, F.O.C. 353.27 ® P.R.C. STA. 14+89.76, C.L. 15.00 RT. STA. 14+95.45, F.O.C. 353.19' Q 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' Q2 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+8204, 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' B E.C. STA. 16+15.19, C.L. 18.00 RT STA. 16+23.31, F.O.C. 353.31' © 1 B.C. STA. 18+17.12, C.L. 18.00 RT. STA. 18+25.25, F.O.C. 353.92' ©7 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' 1® 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 12' 18' 18' 12' 1 1 5' 7' 6' 2' 10' 10' 2' 6' 1 7' S' 1 LANDSCAPE z W z LANDSCAPE 1 z ;o LANE z I LANE AREA SIDE- I yy MIN• 1a 4_-1 MAXA!� 14 1.5X M. � I 1.5X MMI. a 2X MIN WALK 1 LL_ d c' 3 4X MAX C� 3.4X MAX, w 0- LL - 4.1 - PROPOSED PROPOSED' PROPOSED SIDEWALK 0.20' A. C. PAVING SIDEWALK 6" CONCRETE w/ 0.40' AGG BASE 6" OG COMP. TO 95X 0 50' COMPACTED SUBGRADE 0 67 -n -if VNvrs _i '-r- - - _: r: v . ® 95Z REL. DENSITY. TREET SECTION A CALE:1"=1 0' (PRIVATE STREET) R=53 1I=4.5 WMSP EXHIBIT 4-19 Know what's below. 0111 before you dig. 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 ' IJ II 9 C3 ( , 0 C)' 1 � 1 L3 cV - I -lo Q II + CS La: >- Q 3�,L + O 00 Q��Ocs000O ja- . N '?�JL'H v Q _j �U > La'ti GU La: Li ri ri MICIO r � J +1 >DODWC, ++� N N Uj I Li 2 Ln 11.15 7299 -c'�- NNy kD- .-- L1 - X19+00 Ur , W 1 ( T II Z W II p J CV t t L II F- 10 11 1 12 W +1j 2 3 4 1 5 1 6 7 II II 8 9 \ 10 II II 1 -' 13 1 Q N ! 'd prp M 1= 1 1 J p �• N N u 1- J 8 1 u tx5 >- c 1 o f II > II ' O ccq / J 1 1 O J 1 1 1 1 1 O 1 O 1 1 N -� J 1 $ 1 00 1 1 o J m UjEND ( a0 1 z v Li w W 1 1 1 1 1 c�i 1 N 1 $ 1 `� J O J J $ tV ZZ pppp �J U Uli J O OV I JJ t>C Yfn !fid W -,- p \ U \ '_ U Z <LtL JnN � N N m\ U� \ JJO , •� U J U O inO cd ciL2 j tW `Wm 00JOLa.O •� •� •� •� �y 4Jp _.40 •� J� U�� I -.--d LL: 03N >- ehi J J o J N O a I .N- Q 0= M M LY M M LL L, I CV U LL.. 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W W NNN 4. +� !� WW F -H codd'0= Ud'L+�MM- O QN 1 1 Q n W Q !' t0 Q N Qd m Q d Q \ $ \ Q O QDD • W N N N Q Nv)N vJ� Q N N .- •-- N Q n U n ^ �- �- �- �- n n + +>- O ff' * + 3 o m Ln Ln 15_+_+ o a rn I- F -IN +1 + +o= (+ � + r r L- +1 ,-I-,- +1 1 ^nom' 3+ 1 +Io= +1 3+ 3+ +1 X31+ v aaa v aQa {�L QQ OOQ Im m NNtn I o: N N NNO M M d' d' N1 W �1 > L,.i NNN co1 ai NNN W N1 > :z --i {{��,,LL _ + + Ln Ln N +1 +1 3 + 3C + 3 + _ IN Q Q Q g'5'5 + N> 10 Q N N to D:.•- N 1 N 1 N N N N 1 > H t- 1� v Q Q + L� i t~n L~it t~n rn N 1 a n d N C9 Q o: o: N 1 0: o: Ir NLtitntn� 2 oQ czv V) a 6 5 v~i 1 11v~iai �� 3 m r- r -I- I- I- 2 5 6 4 a oa a oa in o a o d In30 6 7 N8 9 N NN N N Q N Ln Ln N N i Ln N 1 19 N 21 N Ln i 1 V - A 20+00 N_ ao b _� C1 s - _ - 8" --- - o - _ _ _ 8 SEWER N - C6 C7 1 9 - - - I - .�0 - - -}- - » `f- F- i-- -i- -F - - N8739'45"E 201.99' 2v o0 0 21+00 C11 4 VA 1 $ C2 23+00 N89'46 55 W I - M 24+00 575.00 1 9�, L nn �. - - - C � � r7 I rlk;;2� Ln C5 6" SEWER 4 4 9f5 II v U v 2 5 6 o co 1 3 $ / 161 ci p� ci ci L! ! m 5 0: o p� � w Ct n N j II Ico Ice w 1 L': (V c o ao F-' II II w g a �M 1� ol>- u u o� 1 o II a IMo >_ 1� >_ cq IN W' >" • � IN m J �" 00 •1� (+ " ti '"13 r _ I- 14 O O + + Q + I= 3+ 3+ 3+ _ $ 3+ O �} Ute-' OQtO + Q �N V) •O Ot ptM O+i�i'0 3+ IQv Ix a arnN I �IIQ J J o Q J JIrQ- ++ � in En in 1 W U ti N> U ti IN d O O N 1c:0 tn z JLL:LMnLMn LMnui oda Qn� rnrn Lait~nt~n I d + + ++ v' I �1 17 16 1 1 Q > a 1 STA 99+19.83 L 1200 RT. _ adlin Ln coin cn STA. 19+20.37 F.L r O oa 1� oa IrQ- od IIQ- JJ o U a,: ILn ILn ILn t NN \ U r- J J O M M Li U La: Li a ++ U, C-4rM Do 1 5� N N cc cc 03 1 1 1 U in +++ 1 1 1 o' 30' : W cn vcn Q 22 21 20 S° 1 m cnNN 1 ( 1 SEE SHEET 7 19 (oLL `(�`U� 1ci DISTANCE L1 � 1 L3 cV - I -lo Q $ O T J J >- Q 3�,L + 1 JJ m U JJo . N IL'Q„ v Q CU Li W GU La: Li ri ri ILn r � J Nm U "i nNM ++� N N 14 I Li .-- CV N N C-4 CV Ltd * LID �L' Qom'• 11.15 NQ++O NNy +++()�� NNNmtn 21.50' U J J o 1 0233'19" J --j 0 488.00' (Ln Baa F ci v) cn W aaa NNN CU Li u: O oa 1� oa IrQ- od IIQ- JJ o U a,: ILn ILn ILn t NN \ U r- J J O M M Li U La: Li a ++ U, C-4rM Do 1 5� N N cc cc 03 1 1 1 U in +++ 1 1 1 o' 30' : W cn vcn Q 22 21 20 S° 1 m cnNN 1 ( 1 SEE SHEET 7 19 (oLL `(�`U� 1ci DISTANCE L1 N 89'4655" W < N 1� 1� ' Ic 1 50.00' >- Q 3�,L + q*�� �to 1 N W N . N IL'Q„ v Q 1� ILn 15.66' ILn 1 1 I 18 1 1 1 B RBON BECK AVENUE (PRIVATE STREET) (STA. 18+50.00 C.L. TO 27+69.12 C.L.) SCALE: 1" = 40' HORIZONTAL U 6 co Li N N I 14 d' LL.: J Q " Icp v U LL -i J H N ILLI N a cS La: tnNm v >. I o) n JJo -1 -J Q wcc �Z 0LA.'LL: ULi 9+ N 0n zC) C) pppp a++ H COcq Oc�iO U-0110011 � UQ ANN CN UMd in g< N J ++ + ^� + +c:v En nn n U 15 z�� �� NNN I NN Q Ln cn o v 1 a u~i cn viiIQ- c 1 n: Ln Ln U 1\1 IT 41 PA 28k25� J0& Zb+11.1 Z UL U.UU Mi. _ STA. 28+42.82 F.L NORTH STA. 28+42.58 F.L SOUTH LINE TABLE UNE 100 DISTANCE L1 N 89'4655" W 47.53' .= N 89 446'55" W 50.00' F- + Or' C2 10.00' r1^ m r + 04 37.00' �N V 15.66' O O at J + >-C4 �04 N c+G > Q 14 C-iQ ly 500.00' 22.30' 11.15 02 33'19" C6 482.00' 21.50' U J J o 1 0233'19" J --j 0 488.00' (Ln 10.88' 02'33'19" it U CU Li u: 22.84' Cita. LL 02'33'19" C9 518.00' 23.10' U co co 0) � � t0 t0 O 2283' 11.42' 0233'19" C11 a t0 ZRim 1 U rnrn C12 1 5.32' 266' o i a 7.81' 4.12' 4444'07" C14 10.00' z Liti t I NNN z W L+10 c+o C4 C4 M 1 $ 17 ci �p�, cJ2 ; 4 16 - L� M M M M I'j 41 cnNN 1 m Ix NNN xei 1 I U 6 co Li N N I 14 d' LL.: J Q " Icp v U LL -i J H N ILLI N a cS La: tnNm v >. I o) n JJo -1 -J Q wcc �Z 0LA.'LL: ULi 9+ N 0n zC) C) pppp a++ H COcq Oc�iO U-0110011 � UQ ANN CN UMd in g< N J ++ + ^� + +c:v En nn n U 15 z�� �� NNN I NN Q Ln cn o v 1 a u~i cn viiIQ- c 1 n: Ln Ln U 1\1 IT 41 PA 28k25� J0& Zb+11.1 Z UL U.UU Mi. _ STA. 28+42.82 F.L NORTH STA. 28+42.58 F.L SOUTH LINE TABLE UNE BEARING DISTANCE L1 N 89'4655" W 47.53' L2 N 89 446'55" 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' 4552'37" C4 42.00' 199.21' 40.73' 271'4514" C5 500.00' 22.30' 11.15 02 33'19" C6 482.00' 21.50' 10.75' 0233'19" C7 488.00' 21.76' 10.88' 02'33'19" C8 512.00' 22.84' 11.42' 02'33'19" C9 518.00' 23.10' 11.55' 02'33'19" CID 512.00' 2283' 11.42' 0233'19" C11 488,00' 19.76' 9.88' 0219'14" C12 482.00' 5.32' 266' 00 3759" C13 10.00' 7.81' 4.12' 4444'07" C14 10.00' 8.10' 4.29' 46'25'22" 13 SCALE: 1 " = 40' 40' 20' 0' 40' 80' f BO LEGEND (CONT.), LEGEND (CONT.)_ REF. NO. ! J ! - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I FL { 1 ( I La: 1I i La. I I 0 I I ELEV. ELEVATION E.V.C. END VERTICAL CURVE I REFER TO SEWER & STORM DRAIN PLANS i I BEGIN CURB RETURN Pt POINT OF INTERSECTION 1 II M NOTE: � i ( ' M m IJ - SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ( I J { .0 VERT. CURVE M URVE {1 END CURVE T.C. TOP OF CURB I CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER LL M I I ' ILMn �I I 1 Q Q I J ;d. 353.89' P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY ( SEWER - REFER TO SEWER & STORM DRAIN PLANS i PA E.P. ( i SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ( J t0� cc O La Q "N A M V C9 M� m W I UM� i I -� vN U M M t� $ EXISTING SURVEY MONUMENT - - o EXISTING STORM DRAIN UNE NOTE: + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. - L� M M M M I'j Ot E.C. � (y xei FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. I I I 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. I i - I STA. 25+93.41, F.O.C. U W z \ ('3j � IC.D 011 W iD U �� E I L'�W � it,' j J W Z J J�O LL I oW, P.R.C. I I J > W i J O Ltd j j A W W m J $i U I z \ �' j I j i ! J dM I I i STA. 27+12.41, C.L 18.00 LT. WLNn 0r M WIt r1' I M if mZ C5 LL.I -I W JOUj D Li m I I ! C ! 3 Q n' I I { i ( } { U \ j W m`'' La. \ WI I Z W t+t I QW J \ W Wm I I W j W l m O J m I t �- ( I I 1 i d0 ^ d " M ' I Z_ I OLcI J m $i0 ^_'._ { ! N N ZJ LiN " I mtV cmj d0 t o O I QN?M I I I W U i" to ° I O Q I i ; i J !i! I I>- 'mom Z J �Li M ni� N Uetl I Q W I Q W D I CU i ; I { I I M t0 CV ' N d d' ri .t Ln Um \ 0 o N O� 0 I o L� 4 Q co Js v Qdpl W + 0 a Z t0 V Limit a t0 "j UU i+ C3+ I• N LLC Q a m( Ix N D<f m + W U cN``i I ( } N D + + + I .�-• ( tOLa. 03 Z t+Dl N! C I N CL UN �- i i + C9NS LLI W a: �[ J + W CCD _•-- GU in a G� Hn �N 13�N) Q Q I- N O N N z I , r Cjm •� + ULu I m m ( zt{- ! Q ZZ Q W F"- ala- to a -N I I I dN IU Q <; m v �LLJ '0jp' T j U OQ CZ��' ja Z ? I Cj La; � ! ; I UF,T, l d Ix �+ mN l p+ dN N o d I I I i I W d \Q N UU Q( 'i' ~ mm to I i I ZZ Ln Q L� Q� -1Q- HQ gN ad U t• > o: d W \n- in C7 I- 0]m I I } { I ! I m I I I C14 � ( i l i ► I l W W N i I I dN I -0.25% { In i I La.l W in I ZFQ"- �W l , I i I I PROPOSED S=- 5% 0 2 TH FLOWLI I Q cn Q I _ S=0.257c PR FL N I I LLJ S=0.32% j I Ln i Y N i PROPOSED N TH FI OWLIN� I I w C �OSED NORTIi FLOWUNE I I I ! I W J1 WI ( jv pp 0 ao Ma I f i I I !I "I I I) I • J ( U I I 1 U C3 I M jI z ( <L I '� ( { ii { f I Iif!1c i Z cn Do W ( I z 0:�� 1 W m Oa LJ�O I I I J _T_ ci I I I IW{ i m OQNd l=av NNaN W ,!t __ 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 (�I LEGEND (CONT.), LEGEND (CONT.)_ REF. NO. 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 STA. 18+53.55, C.L 15.00 RT. STA. 18+64.11, F.O.C. 353.97 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 STA. 19+19.83, C.L 18.00 LT. REFER TO SEWER & STORM DRAIN PLANS Q FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN Pt POINT OF INTERSECTION � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: � END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE STA. 19+19.83, C.L 18.00 RT. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE STA. 19+59.08, C.L 18.00 LT. STA. 19+61.79, F.O.C. VERT. URVE {1 END CURVE T.C. TOP OF CURB I CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.LV.C. 1 STA. 19+95.51, C.L 15.00 LT. ILMn ' OMI, pp ONi 000 s STA. 20+0265, C.L 18.00 LT. J ;d. 353.89' P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY ( SEWER - REFER TO SEWER & STORM DRAIN PLANS i PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT GfcG CURB AND GUTTER I SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ( 4. M") La Q "N A i I I m W ;-,o IM ! i I -� vN U M M t� ® EXISTING SURVEY MONUMENT - - o EXISTING STORM DRAIN UNE NOTE: + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. - L� M M M M I'j 1© E.C. cV { a C'4 M PLANS AND DETAILS. -�- +- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. B.C. I I 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. I I - I STA. 25+93.41, F.O.C. U W z \ ('3j � OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED 354.22' W iD U �� E I 354.30' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS I U W J j J W Z J J�O LL LLy�,,�L O r) CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS P.R.C. I { i PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) I I j j A W W m J > W W J J I I I M Z_ j > U' I PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 354.27' I I I i STA. 27+12.41, C.L 18.00 LT. STA. 27+2242, F.O.C. 354.53' { I i mZ C5 LL.I -I W JOUj D Li m t(�{ '^ ! ! l ! C ! 3 Q n' in W SW tD J pQ I I Q W W Ix ao _ i d0 ^ d " M ' I I 11i I I I W U ��pp N y Ld I m f ' I I I IJ \ t0 I O Q I !i! I Z Z J �Li M ni� N Uetl I W D W O CU W ; I I I M t0 CV ' N d d' ri .t Ln I N j U 1 ( I I I I ( a + 0 a Z t0 I ( I d a -Q C4 i+ C3+ I• N I a m( Ix N _Z Ln m + W U cN``i , LL Q N D + + + I .�-• 4. N LLI W a: �[ J IN CCD _•-- GU .0 CU j_ j G� N N Q �N 13�N) Q Q I N O N N z , r Cjm •� Q N ULu I m m ( zt{- ! Q ZZ Q W F"- ala- to a -N I I I dN IU Q <; m �LLJ Cj La; � Cj gym; Ix I I i ad � c� mmm� T I I I I I E i ► I S= I I S -0.25% I i I i I i X0.25%C'4 i l I I PROPOSED TH FLOWLI I I I i;i l PR FL N I LLJ Ln i Y I I U; za J ( U I M jI z ( I ( ! 1 i 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.)_ REF. NO. 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 STA. 18+53.55, C.L 15.00 RT. STA. 18+64.11, F.O.C. 353.97 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 STA. 19+19.83, C.L 18.00 LT. REFER TO SEWER & STORM DRAIN PLANS Q FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN Pt POINT OF INTERSECTION � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE STA. 19+19.83, C.L 18.00 RT. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE STA. 19+59.08, C.L 18.00 LT. STA. 19+61.79, F.O.C. 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.LV.C. POINT OF INTERSECTION TP TOP OF PAVEMENT STA. 19+95.51, C.L 15.00 LT. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 9 OF VERTICAL CURVE FC FINISH CONCRETE STA. 20+0265, C.L 18.00 LT. STA. 20+08.61, F.O.C. 353.89' 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 GfcG CURB AND GUTTER OS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING STA. 21+21.82, C.L 18.00 RT. STA. 21+34.00, F.O.C. A P.A.F.L PARKING AREA FLOW UNE 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 UNE SHEET WHERE SECTION IS SHOWN ® EXISTING SURVEY MONUMENT - - o EXISTING STORM DRAIN UNE NOTE: + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. - EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1© E.C. � m m � s m � ■ m � TRACT BOUNDARY PLANS AND DETAILS. -�- +- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. B.C. STA. 25+78.69, C.L 18.00 LT. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 354.19' 1 - CENTERLINE STA. 25+93.41, F.O.C. 354.15' FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" P.R.C. STA. 26+15.12, C.L 15.00 LT. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED 354.22' TYPE PER DETAIL "1" ON SHEET 7. E.C. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER 354.30' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS B.C. CONSTRUCTION LIMITS C.O.B. STD. ST -13. 354.16' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS P.R.C. PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS 354.12' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 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. 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. QCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. QCONSTRUCT 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. QINSTALL 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. �9 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 * NOTE: STA V L 641 -to _ `y UNIT 3 OWL- 07 -17 -if Know whafs below. Cal before you dig. F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. 11] P.R.C. STA. 18+53.55, C.L 15.00 RT. STA. 18+64.11, F.O.C. 353.97 Q B.C./GRADE BREAK STA. 18+97.53, C.L 18.00 LT. STA. 19+01.04, F.O.C. 354.15' 3Q E.C. STA. 19+19.83, C.L 18.00 LT. STA. 19+2254, 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' ® E.C. STA. 19+19.83, C.L 18.00 RT. STA. 19+3201, 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' ® P.R.C. STA. 19+95.51, C.L 15.00 LT. STA. 20+00.65, F.O.C. 353.85' 9 E.C. STA. 20+0265, C.L 18.00 LT. STA. 20+08.61, F.O.C. 353.89' ® 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' 1Q3 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' ® * UNIT BOUNDARY STA. 21+44.12, C.L 1200 RT. * STA. 21+44.12, F.L --- j P.R.C. STA. 22+53.26, C.L 15.00 RT. STA. 22+67.19, F.O.C. 353.38' 1© E.C. STA. 22+60.40, C.L 18.00 RT. STA. 22+75.14, F.O.C. 353.40' ® B.C. STA. 25+78.69, C.L 18.00 LT. STA. 25+85.46, F.O.C. 354.19' 1 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+2226, C.L 18.00 LT. STA. 26+3227, F.O.C. 354.30' ® B.C. STA. 25+67.34, C.L 18.00 RT. STA. 25+8208, 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+2242, F.O.C. 354.53' ® B.C. STA. 27+1241, C.L 18.00 RT. STA. 27+30.40, F.O.C. 354.53' ® EC. STA. 18+60.69, C.L 18.00 LT. STA. 18+72.06, F.O.C. 354.05' * NOTE: STA V L 641 -to _ `y UNIT 3 OWL- 07 -17 -if Know whafs below. Cal before you dig. Know whafs below. Cal before you dig. rt�au flRAI 6 i u Uj za �/ Q / o� r� J J c 0 to CU O iD CQ O ww Co4m q Go + 0 Co cncn CUMBRIAN WAY _ SEE SHEET ( BEARING _S PA i7 l 11 7119 13 L2 . ( 199.89' L3 QJ �5 18' 15 I '' 14 z W 1 a L� ( a ►'� 12 1 II %30' 30' 1 W 6 1 a° � O Q� I o " I d o "i i ( BEARING DISTANCE -4 A7SQ O 117.13' L2 N 87'38'26" E 199.89' L3 QJ 79.95' Co O 1 1 Co M 1 N J � y C4 m vim\ CU u , 30' 30' W CUL,: Ly \ nM.- I J Cj JJO 1 m� tj' L0 Ik aJ-.( �co Co %1 t � Co L� °O STA. 17+10.94 F.L.1 -300_j W Co co La J -!O ULi Li 1 CU1 Cj Co dd Q01!2 WC9 W 1 CUI p N O Z J J (3 LL: �ULi 5' N m J 1 o Q r11110"M 11 cn j 00 'd' 01 J N N a rn rn d ICU a c -! L" 1" 1 \ 1 -1-j LL: n -JO .(3 z nn ,0 ,0 6J v �+. �+, p FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. i �'�' ^ ^ Uoov ' •- � �0L0Lci _ 'L'"� M y Q 1� °-° vv �� STA 16+95.99 F.L. i oMM a _ a¢ oo L�� OD OD 000 LL + �v0 4JW 1[� � z �. STA. 14+96.15, F.O.C. v O x + + + 000Q Q`�,I MEL + ^ CA vrn pj I• a x0000 v� + S W m m= p th ++v I .+- '01 350 10 0 1 L.itncn\ 0 + '�1 N N 7 J' �`�1 NI �+ n.++ J W LJ IU- =� LLJ00 W �. N.� a++ N. - .,.- .- ' LOT B ,�-•; W�> J N 346 ada crncrncrnQa { od i i cwL�O Lr�n + �`' FE !H �� av ad - + acrncrn . n `rte ' m -JJ J -!-!O ci h JJ W N LL_�1 }CAM k'__ Z�� 342 w odd �iQJ ca3c� c~ilc~n o UWO dd 1 C7Ui C7Wi ti a' cp 3 ! 1 2 !O i +i 5 3 � L2 acrncrn Coti I `t P/Lm crit W ; Uti ti Ln W S� cn oxo nn to N ^^ LiCZJ W% 1.; 1 T� J� 1 ^^ LYNN o .� nnn NNN v Jtp coL'"++ CW'�m LL' 1 t°Dctc ++ n Li 13+ • �.rn 1 U 1 i pOD od ++ t}CtCto pCV CV ee��jjaoW + O ! O Co Z¢ �-- Ct) + Unn U++ U me OOO +++ QNN 8 1 �� ( tL < 'd Q' I LY O t0 O apO.O� MMM 1 p= z 0)0)pOj +A+ -- Ix +--_ _00 Z C2 "(I. N I --------- C4 S- _a------ � " , , --------------- 8 SE ---___.--- . 8" SEWER .� -- - Q.. I M - I I ` ,O - - Q -Li - 11+003 � 12+00' daa �-�- �- L1 18" DRAIN ' '�. 1 ->N89'46'S5"W C7 - N -0 _ 129.27' -- �1STtN2A1A2991 baa �? f- ►- Cq M - � j 1 (3 add 5 5 t- 24 DRAIN ; cn cn to i cn cn w N N N m /%f cn 18" GRAIN � i I 3 w to in %«�to cn cn cn - - - � 1 I S_-0.39% 1 w N N N C1 �lI ( m '$=0.25% I � = € Q N I -V)r- ( CO m cn ! ! L,i cn I I ! I S= 0, 5% j ! Qcn i LINE TABLE UNE BEARING DISTANCE L1 N 89'46'55' W 117.13' L2 N 87'38'26" E 199.89' L3 N 89'46'55" W 79.95' d J L0 M 00 CO N cn 1 r 3 2 ' u � BROCKLESBY STREET 4 G! 8 4 ". 3 1 2 SEE SHEET 7 Co O 1 1 u 1 J J Co � y C4 m J-� O II u , 30' 30' W CUL,: Ly \ nM.- I J Cj JJO 1 Q++ tj' toc cmc o�S 1 L` O a a of �co J nnnJ rnq� L� °O STA. 17+10.94 F.L.1 Z MMM�� U 0 0: +++ Q � Cj Co dd Q01!2 t2 t2 7;1 '+ 6 W cn cn cn M I <g g t2l 5' I o Q U LL:n m J 1 o Q r11110"M 11 cn j 00 'd' 01 J cn _E P "- 3 3 2 1 � BROCKLESBY STREET 4 G! 8 4 ' F• •C.C. 1 Sr, 1 162im09 !2 2 SEE SHEET 7 6 u u J J Co n PA it ' 18' ! 18' C4 4 ►= z} HiQ II u , 30' 30' C ADE -P.A.F.L. 1 11.26 00M Q++ oo J 5; i STA. 16+87.20 C.L. EVERTO1 AVENUE 12.00 RT. _ 1a C4 �co J 1 ++•v+• II STA. 17+10.94 F.L.1 co cV 5 6 o LL1 � Cj Co �. 6 +�) Vm J _jCU L,. W II r 18 5' I o Q U LL:n n J 1 N N S v Lt: 1 10 C11 TA. 17+08.43. E.O.C. j 00 'd' 01 J N N a rn rn d ICU a c -! L" 1" 1 \ 1 LJi n �� to to N N ,! t P.R.C.-P.A F.L �+. �+, d "t FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. M z + �'�' ^ ^ ` I Co ! STA. 16+72.55 C.L. EVERTON AVENUE 14.57 RT. ColQ ci 1 I d d U v+ 1� °-° d d a �i ' "' "13 ! 1 STA 16+95.99 F.L. i ,M a s L- L- 1 mcrncrn L,iNN a _ f-►- ►- a o Qo 1� oQ L,i c5 c5 g' $Eyy� Col ( (� 6 m cn cn 5 ► C6 L 7 cn _E P "- 3 3 2 1 � DELTA 4 G! 8 4 ' F• •C.C. 1 Sr, 1 162im09 !2 2 MM 6 �U0�1--- L'-1 J J Co 1 CU Lt_ 1 C4 N N z} HiQ II Q _j J IN CULL* 1 11.26 00M Q++ tC33L" ? S6 U Ys�FFT 1 LL�� MM1 �co J (rpl/ ++•v+• II J 512.00' 5 6 o LL1 u W W W NI II II Q z cn cn 1 W II r 18 " DRAIN 5' to �' 18 „ DRAIN 6.50' \ JJ ` W� PRIVATE n' 6 L� OM }� J J c UU it \ 1 NN °'(1 N000 0 11 Q +to Q. ^� 8 + z FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. I 22' ! 22' 354 1ix V) cn N N LANDSCAPE SCALE: 1 " = 40' N Co _ � 00 3+ 40 20 0 40 80 , \ 4JW 1[� Co 30' t STA. 14+96.15, F.O.C. 30' co Rmi 4 0 g `� C.O.B. S ST -13. MEL g °' g v� + S "" ' I to 9 �`' 1 350 10 0 1 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 \ .j• N N 7 J' 351.64' Wuj J J Lt' � J W I = W I W �. N.� - N. - .,.- .- ' LOT B ,�-•; W�> J N 346 UJ N tQ-1 i i CU .J J -J m 4-i IQ; JJ W I 344 W -JJ J -!-!O ci h JJ W N LL_�1 }CAM ` Q 342 w W\ o �iQJ N J UWO V C3 LL: Q' t°�to$ C7Ui C7Wi ti a' JULY L+J ! U\ !O i +i a 1 JULY L2 ULZL� Coti I t� cot N W W Uti ti Ln W S� V'n �rn•r oxo nn Lq Lq Lq V'V'V' ^^ LiCZJ W% 1.; 1 T� J� 1 ^^ LYNN o .� nnn NNN v Jtp coL'"++ CW'�m LL' 1 t°Dctc ++ n Li 13+ • �.rn 1 U 1 i pOD od ++ t}CtCto pCV CV ee��jjaoW + O ! O Co Z¢ �-- Ct) + Unn U++ U me OOO +++ QNN 8 1 �� ( tL < 'd Q' I LY O t0 O apO.O� MMM 1 p= z 0)0)pOj +A+ -- Ix +--_ _00 Z _d04-G3p+� "(I. N I Co Z � 132Ain j V z f- � Q.. I !( a Q I I go ►- ,O 00 O C�.�ci Q -Li I � 1 1 - r 5 \ da crn crn daa �-�- �- �� v Q ►Q- M 1 5' v I baa �? f- ►- \ �? LQ -LQ- LQ- oda m crn crn � j 1 (3 add 5 5 t- 1 m ; cn cn to i cn cn w N N N m /%f cn � i m cn 1 w to in m cn cn cn � 1 I S_-0.39% 1 w N N N I �lI 358 356 354 352 350 348 346 344 342 HIGHGATE GREENS DRIVE EVERTONSEE SHEET 5 AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+29.34 C.L.) SCALE: 1" = 40' HORIZONTAL 11 � (V ii io I� u 10+00 360 358 356 354 352 350 348 346 M#07 12+00 13+00 14+00 EXPANSION JOINT AT SIDEWALKS. CONCRETE I I WALK/MEDIAN, WHERE OCCURS. FINISH GRADE i FCONCRETE IN 1�2 --------L--- {�=co IN PARKING AREAS/STREET a (SEE DETAIL 1 THIS SHEET) S a 9" CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. , 5' .DETAIL **2$1 POUR O N COMPACTED SUBG RADE 6" CONCRETE CURB N.T.S. LOT SIDE 5 SIOEWALK-i /-PA PROPOSED A.C. PAVING (SEE STREET CROSS SECTION) -�6-'"-'i- �- P. A. F. L. CL PRIVATE STREET R=10.00' L=7.95' f=4.26 A=453423' DETAIL "4" TYPICAL BULGE N.T.S. CURVE TABLE 3 C1 �� RNWAY X24 DELTA C1 8 u Iw ' F• •C.C. 1 Sr, 1 162im09 !2 729 12 r 58.12' + Ito „ v4 J J Co ICS CU Lt_ Co I C4 N N N -1 J -� _j J IN CULL* 2249' 11.26 00M Q++ tC33L" ? S6 U Ys�FFT 1 LL�� MM1 �co CdaLJ�-��- L< �1 ++•v+• La n I 512.00' 5 6 o LL1 u W W W I II Ln cn m cn cn 1 10+00 360 358 356 354 352 350 348 346 M#07 12+00 13+00 14+00 EXPANSION JOINT AT SIDEWALKS. CONCRETE I I WALK/MEDIAN, WHERE OCCURS. FINISH GRADE i FCONCRETE IN 1�2 --------L--- {�=co IN PARKING AREAS/STREET a (SEE DETAIL 1 THIS SHEET) S a 9" CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. , 5' .DETAIL **2$1 POUR O N COMPACTED SUBG RADE 6" CONCRETE CURB N.T.S. LOT SIDE 5 SIOEWALK-i /-PA PROPOSED A.C. PAVING (SEE STREET CROSS SECTION) -�6-'"-'i- �- P. A. F. L. CL PRIVATE STREET R=10.00' L=7.95' f=4.26 A=453423' DETAIL "4" TYPICAL BULGE N.T.S. CURVE TABLE 3 C1 �� RNWAY X24 DELTA C1 25.00' i� t ' F• •C.C. 1 Sr, 1 162im09 90'00'00" 729 12 X00 58.12' F „ v4 1 o��\\ • ICS ST� 16� C '` � 1 ;oCo C4 e � PA 00 I � C5 500.00' 2249' 11.26 2 3438" W 9j�\ ? S6 U Ys�FFT 1 ~i 129'50'22" j 10.00' 8 279' I n I 512.00' 5 6 o LL1 u W W W ,�\ 1 Q� •0\ 1 II co m N M W n + a} � x 9 \ \ 1---- to �' r \ 1286' 6.50' \ JJ ` W� � \ I \ 6 L� OM � J J c UU it \ 1 NN 10 N000 0 M \ 1 +to Q. ^� 8 + z FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. \ i U l tc 354 � m m' ■ m �m m � TRACT BOUNDARY V) cn , L0 N N Wa I SCALE: 1 " = 40' fi Ln Li FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN 'LED' 40 20 0 40 80 10+00 360 358 356 354 352 350 348 346 M#07 12+00 13+00 14+00 EXPANSION JOINT AT SIDEWALKS. CONCRETE I I WALK/MEDIAN, WHERE OCCURS. FINISH GRADE i FCONCRETE IN 1�2 --------L--- {�=co IN PARKING AREAS/STREET a (SEE DETAIL 1 THIS SHEET) S a 9" CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. , 5' .DETAIL **2$1 POUR O N COMPACTED SUBG RADE 6" CONCRETE CURB N.T.S. LOT SIDE 5 SIOEWALK-i /-PA PROPOSED A.C. PAVING (SEE STREET CROSS SECTION) -�6-'"-'i- �- P. A. F. L. CL PRIVATE STREET R=10.00' L=7.95' f=4.26 A=453423' DETAIL "4" TYPICAL BULGE N.T.S. CURVE TABLE Co RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'00" C2 358 58.12' 37.00' 90'00'00" C3 � ICS M ;oCo C4 M � M I � C5 500.00' 2249' 11.26 2 3438" W I > ~i 129'50'22" j 10.00' 5.44' 279' I n I 512.00' chi 11.52' ¢ tCo o 518.00' I W, M W CR o v m ci C11 356 1286' 6.50' 1955'11" C12 482.011 W � LO Zi C13 � Li it I Q Q M - - - -D 9 Q. M FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. i i U l LL 354 � m m' ■ m �m m � TRACT BOUNDARY a� , L0 � Wa I fi Ln Li FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN 'LED' 1Q- Ur , \ 4JW 1[� Orn U� O.G. BE COMPACTED TO 95% RELATIVE DENSITY PER STA. 14+96.15, F.O.C. `� "' `� C.O.B. S ST -13. MEL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS °' PARKING AREA - SEE CONSTRUCTION NOTE 6. 352 STA. 14+96.15, F.O.C. ' ® ' U STA. 15+13.36, C.L. 11100 RT. 350 W J "l'• P.R.C./GRADE BREAK PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. STA. 15+31.10, F.O.C. \ .j• B.C. C] 7 J' 351.64' Wuj J J Lt' � J W I = W I W �. W 348 y !LSI M m W� W W�> ® J W 346 UJ W i I i i i m Z �-' S W I \m J W-1 Uj W a W I 344 J i J U W O I ' 342 15+00 16+00 10+00 360 358 356 354 352 350 348 346 M#07 12+00 13+00 14+00 EXPANSION JOINT AT SIDEWALKS. CONCRETE I I WALK/MEDIAN, WHERE OCCURS. FINISH GRADE i FCONCRETE IN 1�2 --------L--- {�=co IN PARKING AREAS/STREET a (SEE DETAIL 1 THIS SHEET) S a 9" CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. , 5' .DETAIL **2$1 POUR O N COMPACTED SUBG RADE 6" CONCRETE CURB N.T.S. LOT SIDE 5 SIOEWALK-i /-PA PROPOSED A.C. PAVING (SEE STREET CROSS SECTION) -�6-'"-'i- �- P. A. F. L. CL PRIVATE STREET R=10.00' L=7.95' f=4.26 A=453423' 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' 90'00'00" C3 43.00` 14.95' J ;oCo C4 10.00' 7.95' 4.20' 45'34'23" C5 500.00' 2249' 11.26 2 3438" C6 80.00' 181.29' ~i 129'50'22" j 10.00' 5.44' 279' I n I 512.00' chi 11.52' ¢ tCo o 518.00' I c� M Q CR o 21.95 10.98' 2 34'38" C11 37.00' 1286' 6.50' 1955'11" C12 482.011 21.68' 10.84' LO Zi C13 ( 167.69' it I Q Q M - - - -D 9 Q. M FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. i i U l LL 1' � m m' ■ m �m m � TRACT BOUNDARY PLANS AND DETAILS. , L0 351.21' 1© fi Ln Li FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN 'LED' 1® B.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED \ TYPE PER DETAIL "1" ON SHEET 7. 1[� UNIT BOUNDARY O.G. BE COMPACTED TO 95% RELATIVE DENSITY PER STA. 14+96.15, F.O.C. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ® > C.O.B. S ST -13. MEL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STA. 14+96.15, F.O.C. ® ' U STA. 15+13.36, C.L. 11100 RT. \ Z W J "l'• P.R.C./GRADE BREAK PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. STA. 15+31.10, F.O.C. \ .j• B.C. C] 7 J' 351.64' Wuj J J Lt' � J W I = W I W �. W ! ( y !LSI M m W� W W�> ® J W STA. 16+87.20, C.L. 18.00 RT. UJ W i I i i i m Z �-' S W I \m J W-1 Uj W a W i J (y>,� �1 J J U W O ' I U ism W\ o �iQJ Qlal N WL L+J ! U\ i +i a Q O J o\� I t� W W O Ln I_ , J i W% J� J� , J t0 CW'�m LL' M n Li ' W to 6 J I O W ` + i 000 1 i -4- 3 } N `� tV i co* U { in -c> Q C> Z O + O ! i i Z¢ �-- Ct) + M i i + 3t Q d- �" i JM N !I Lt" 1 j z to N ; I i { ( tL < 'd Q' + U U t0 i O+ Q i{ I^(- z .+- 1 i "(I. N I 132Ain j V z f- + \ Q.. !( a Q I I � ,O 00 O C�.�ci Q -Li m � , � Z M v 1 I• d I j 0cn WLLJ cn }ULQ- m cn - ... ty� . IT orp v' � i m cn � mcrn � S=0.42% I I S_-0.39% j I I �lI N ( m '$=0.25% I � = € Q N I -V)r- ( CO m cn ! ! L,i cn I I ! I S= 0, 5% j ! Qcn i Q m ' S=0.25% i I i PROP S=-0.30% i s PROPOSED NORTI F.L � S=-094% � I $=0.94% IPROPOSED N)RTH F.L c SOUTH F. - - l C> cn i 1 I ( t In W I t I i I i 1 �dmaCoaC00 OD O- �yj M I I �vdd�7 i- ' cn cn Uj I l�4 10+00 360 358 356 354 352 350 348 346 M#07 12+00 13+00 14+00 EXPANSION JOINT AT SIDEWALKS. CONCRETE I I WALK/MEDIAN, WHERE OCCURS. FINISH GRADE i FCONCRETE IN 1�2 --------L--- {�=co IN PARKING AREAS/STREET a (SEE DETAIL 1 THIS SHEET) S a 9" CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. , 5' .DETAIL **2$1 POUR O N COMPACTED SUBG RADE 6" CONCRETE CURB N.T.S. LOT SIDE 5 SIOEWALK-i /-PA PROPOSED A.C. PAVING (SEE STREET CROSS SECTION) -�6-'"-'i- �- P. A. F. L. CL PRIVATE STREET R=10.00' L=7.95' f=4.26 A=453423' 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' 90'00'00" C3 43.00` 14.95' 7.55' 19'55'11" C4 10.00' 7.95' 4.20' 45'34'23" C5 500.00' 2249' 11.26 2 3438" C6 80.00' 181.29' 170.93' 129'50'22" C7 10.00' 5.44' 279' 311042" C8 512.00' 23.03' 11.52' T34!38" C9 518.00' 23.30' 11.65 T34!38" CIO 488.00' 21.95 10.98' 2 34'38" C11 37.00' 1286' 6.50' 1955'11" C12 482.011 21.68' 10.84' 2'3,08" C13 74.00' 167.69' 158.11' 129'50'22" 11+00 12+00 13+00 (STA. 10+00.00 C.L. TO 16+29.34 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 14+00 LEGEND:. LEGEND (CONT.L LEGEND (CONT. i ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �1 CURVE NUMBER FOR CURVE DESCRIPTION FL CL f P.R.C. STORM GRAIN MANHOLE - Q ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. ENO VERTICAL CURVE , REFER TO SEWER & STORM DRAIN PLANS I B.C.R. I 5' SIDEWALK CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' ENING PER J to J 't ! O0 Co C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ' B.C. -� tpi . p) 6 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. i ILL; U, CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER Lt; v tc POINT OF INTERSECTION TP TOP OF PAVEMENT E.C. 1°tpO1' ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O to OF VERTICAL CURVE FC FINISH CONCRETE 0) LL O RETAINING P.O.C. ; i I a w aw .- M LiM Q PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER U O M jrn F.O.C. FACE OF CURB EX. EXISTING Co O QM' A P.A.F.L. PARKING AREA FLOW UNE INV. INVERT © U - - - - - 2 LL. n _-S ( ''� @ M - - - -D 9 M + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. i 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. � m m' ■ m �m m � TRACT BOUNDARY PLANS AND DETAILS. , L0 351.21' 1© fi Ln Li FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN 'LED' 1® B.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED \ TYPE PER DETAIL "1" ON SHEET 7. 1[� UNIT BOUNDARY O.G. BE COMPACTED TO 95% RELATIVE DENSITY PER STA. 14+96.15, F.O.C. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ® > C.O.B. S ST -13. MEL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STA. 14+96.15, F.O.C. ® ' U STA. 15+13.36, C.L. 11100 RT. \ Z W J "l'• P.R.C./GRADE BREAK PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. STA. 15+31.10, F.O.C. \ .j• B.C. C] 7 J' 351.64' ® E STA. 15+49.08, C.L. 15.00 LT. = W I W �. W J L''t STA. 16+74.60, C.L. 20.21 RE STA. 17+1239, F.O.C. J W ® J W STA. 16+87.20, C.L. 18.00 RT. > t�i W W I i U_ W V' W J (y>,� �1 J J U W I i I U ism W\ o N ^ L+J i +i a Q O Yto o\� I t� W W L mIWT Q� i c��CD J� J� tc to n funj ' W to 6 J I O W ` + i 000 1 i 1 1 I > 3 } N `� tV i co* U { in -c> -1 Ltd,• ZIca OD O .� 4 i i Z¢ Zi Ct) + d -f i + 3t Q d- �" i JM N !I Lt" 1 j I1 i I ; I i { U,W I +- W p Q Q W� ' O+ i (� i{ I^(- z .+- 1 i "(I. N I j V z f- zto Q.. !( a Q I I � ` i"' � C�.�ci � � r�LIQ- 1 I• d I j 0cn WLLJ cn }ULQ- m cn r W ty� m� N � v� orp v' � i m cn � mcrn � S=0.42% I I S_-0.39% j I I �lI N ( m '$=0.25% I II I € ! ! i� PROP S=-0.30% i s t PROPOSED SOUTI• F.L. i c SOUTH F. i 1 I i I i 1 11+00 12+00 13+00 (STA. 10+00.00 C.L. TO 16+29.34 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 14+00 LEGEND:. LEGEND (CONT.L LEGEND (CONT. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �1 CURVE NUMBER FOR CURVE DESCRIPTION FL CL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE P.R.C. STORM GRAIN MANHOLE - Q ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. ENO VERTICAL CURVE )10' REFER TO SEWER & STORM DRAIN PLANS FLOWLINE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 5' SIDEWALK CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' ENING PER NOTE: E.C.R. ENO CURB RETURN P.R.C. POINT OF REVERSE CURVATURE P.R.C. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE E.C. STA. 12+05.55, C.L. 18.00 RT. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. ENO 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 E.C. C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 350,97' OF VERTICAL CURVE FC FINISH CONCRETE OO°°° °°° 000 00000 STA. 12+46.40, C.L. 18.00 RT. RETAINING P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER - REFER TO SEWER & STORM DRAIN PLANS SEC11ONV DESIGNATION: PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER UO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING P.R.C. STA. 13+69.83, C.L. 15.00 LT. A P.A.F.L. PARKING AREA FLOW UNE 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 @ EXISTING SURVEY MONUMENT - - - -D - EXISTING STORM DRAIN LINE NQTES: ES: + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -- 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. � m m' ■ m �m m � TRACT BOUNDARY PLANS AND DETAILS. STA. 14+07.42, F.O.C. 351.21' 1© CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. �- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN 'LED' 1® B.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED STA. 14+72.85, F.O.C. TYPE PER DETAIL "1" ON SHEET 7. 1[� UNIT BOUNDARY O.G. BE COMPACTED TO 95% RELATIVE DENSITY PER STA. 14+96.15, F.O.C. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ® CONSTRUCTION LIMITSD. C.O.B. S ST -13. STA. 14+74.47, F.O.C. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STA. 14+96.15, F.O.C. PER C.O.B. STD. ST --7. (UNLESS OTHERWISE NOTED) ® B.C. STA. 15+13.36, C.L. 11100 RT. STA. 15+18.23, F.O.C. 351.54' ® P.R.C./GRADE BREAK PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 15+00 16+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. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 17+00 360 358 356 354 352 350 348 346 66-11-2's U v4 6-t- vN IT b ONL� 5' z 1.5% PA-' �1: EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. REF. NO. DESCRIPTION ip v F.O.C. STATION QW Q P.R.C. a ED 351.12' LOT SIDE )10' STA. 10+29.28, C.L. 18.00 LT. [FRONT OF SIOEWE 351.17' ® 5' SIDEWALK 7' STA. 10+59.15, F.O.C. 6' DETAIL "3" TYPICAL CORNER N.T.S. 2' 1 6' J U Q O m 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED O.G. w J TO 95% RELATIVE DENSITY o 0 V DETAIL "5" zoccn PARKING AREA FLOWLINE N.T.S. GUTTER FLOWUNE TOP OF RAMP 4'-2" MIN ROUNDED SIDEWALK 1.5% F.O.C. STATIONING TABLE EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. REF. NO. DESCRIPTION MAX F.O.C. STATION T.C. ELEV. Q P.R.C. a ED 351.12' 0 E.C. STA. 10+29.28, C.L. 18.00 LT. [FRONT OF SIOEWE 351.17' ® P.R.C. STA. 10+59.42 C.L. 13.44 RT. STA. 10+59.15, F.O.C. 6' ® P.R.C. STA. 11+98.41, C.L. 15.00 RT. STA. 11+99.22, F.O.C. 350.70 TYP E.C. STA. 12+05.55, C.L. 18.00 RT. STA. 12+07.18, F.O.C. 350,78' © B.C. z STA. 12+48.03, F.O.C. 350.91' ❑7 E.C. STA. 12+68.89, C.L. 18.00 LT. z 350,97' ® OO°°° °°° 000 00000 STA. 12+46.40, C.L. 18.00 RT. RETAINING 350,80' []9 E.C. 0°0°0°0 x0°00° STA. 12+71.33, F.O.C. CURB (B 11 B.C. STA. 13+62.69, C.L. 1&00 LT. Q °octan 000 351,20' SIDES OF P.R.C. STA. 13+69.83, C.L. 15.00 LT. STA. 13+71.46, F.O.C. 000 000 000000 000 000000 0000 12 RAMP STA. 13+99.11, C.L. 15.00 LT. STA. 14+02.37, F.O.C. 351.23 1[] LK 0TH 7.5% MAX 1.5% MAX f- r. 4'-2' MIN �i SEE NOTE 9 SEE NOTE 8 SECTION A -A A CASE F Co 000 1.67" TO 2.35" 0 0N CENTER TO x'45 Co TOP DIA CENTER O O O SPACING 0.9" RAISED TRUNCATED BASE DIA DOME PATTERN IN--LINEi O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP - DETAIL "6" IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE NOTES: 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 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 CURB RAMPS TO WALKS, GUTTERS, AND STREETS 3. WHEN RAMP IS LOCATED IN CENTER OF CURB SHALL BE AT THE SAME LEVEL- RETURN, EVELRETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 8. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND Know what's below. Call before you dig. WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT F.O.C. STATIONING TABLE EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 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' 0 E.C. STA. 10+29.28, C.L. 18.00 LT. STA. 10+30.91, F.O.C. 351.17' ® 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. 350.70 55 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' ❑7 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' []9 E.C. STA. 12+68.89, C.L. 18.00 RT. STA. 12+71.33, F.O.C. 350.94! 11 B.C. STA. 13+62.69, C.L. 1&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 1[] E.C. STA. 14+06.26, C.L. 18.00 LT. STA. 14+10.32, F.O.C. 351.31 1® B.C. STA. 13+66.12, C.L. 1&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' 1© E.C. STA. 14+09.69, C.L. 18.00 RT. STA. 14+15.37, F.O.C. 351.29' 1® B.C. STA. 14+61178, C.L. 1&00 LT. STA. 14+72.85, F.O.C. 351.46' 1[� 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' 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. 11100 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. 11100 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. 351.60' ® P.R.C. STA. 16+74.60, C.L. 20.21 RE STA. 17+1239, F.O.C. 352.28' ® E.C. STA. 16+87.20, C.L. 18.00 RT. STA. 17+25.25, F.O.C. 352,34.' Know what's below. Call before you dig. WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" 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 VOESSI� 9a �`E,�ilr��%� 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 r cam`" SPECIFICATIONS. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE putt �@ 3.5" MINIMUM. 11 UTIUTY PULL BOXES, MANHOLES, VAULTS AND ALL 41 OTHER UTIUTY FACIUTIES WITHIN THE BOUNDARIES OF to -140d '' THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN U N i*T 3 p r.JL V J CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTIUTY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH _ QRQF SS AND DEPTH. Know what's below. Call before you dig. �ttre Ilnll�ll FULHAM STREET MORLEY WAY SEE SHEET 6 IU` SEE SHEET 6 i t I 6 „ 11 130; 1 30' B.C.-P.A.F.L. `- ! 30' 30' � II STA 8+84.02 C.L.LEIGHFIELO WAY 1200 RT. = 18' 18' J 23 I 22 Ti 21 20 18' 18' STA. 8+59.70 F.L.j 5' O �' I I 1 o°D; �� 5' I O c� 04 P.R.C.-P.A.F.L. 1 C5 ! N v w o N M o �I C5 STA 8+98.67 C.L.LEIGHFIELD WAY 14 57 RT. _ O ! -' -j J J _j O I I I m Cj L-. � a' to > N m STA 8+74.65 F.L.o! v'j- d U: Lz I I I c3 0 o to o 4 J II ' u� -- -- -- -- C7 + ! �o til c3) ��o z UU. > w �°° in i " 2 % I � 00 0 ICI ' p tD .- N \? tj 0 W --� C.> tl_ 1 O B.C.-N89'46 55 W RAD. I o v tcitri tri _ 4 _ 4 ►� W + + •-•- •- U' �.,, U: Z NN N Q Q ta" 4. T STA. 9+41.88 C.L. LEIGHFIELD WAY = ,n 0: j O O o = + + + I� I Q I w 0° `+ d` -' o °! a' r C7 �. _. O r- Z 00 O )- t0 )- �' M �. M )- N N U: .- O STA. 10+00.00 C.L. FULHAN STREET I w Q d I {Q� ul + �n a o, Q Q Q m = + + J 'm e� e� z 01 to V {Q- {Q- J 1Q -1Q- 1Q- � O I+ > + .}.1 }I�' to ul+ U3 vii&ii &ii o Q '-'� � cr � V ~® cr 2 j O $o N wcncn m cncncn a o o Qv dd�a�-�+ ® z rn 3 od od PAI od ccs cici z ociad to J rn �- c- '- m c» cn 5 �` � 3 4 cn 2 cn 5 6 cn 9 1 1 C9 C1 1 h l84 7 9 1 C1 C4� - C2--------------�- -------- -! --- --- C2 -- 3 ,f i0+00 8" SEW---- 11+00 - 8" _SEWER 12+00 �. ®\..` C3 N89'46 S"W C7 23190' 1 = D D -t--- - 3 "' �. _RAIN c - „ 6 2 o g 7 362 360 358 356 354 352 350 348 346 STA. 13+71.06 F.L. 16 17A. 13+56.11 F.L. STA. 13+50.41, F.O.C. C INTERSECTION-N89'46'55"W RAD. STA. 12+90.02 C.L. LEIGHFIELD WAY = STA. 10+00.00 C.L. MORLEY WAY S ' R/O 17 r �l -�!yD "`- Oe `PA �\ >e 5 O II p r Jim ILTTGi.01 %,." ` �® >- ,- O ¢ cr z STA. 12+56.27 F.L. POCKET PARK Q W II C5 „ - o a 3 (COMMON AREA)3 PA (0 a O u ®a o \ C �\ ck�..,.. w Po Q r O w9 1W= N N ul O ` = z to '� 2 o CD > = r ¢ -� J O rn II J LO 50' WIDE PG&E 26'BLOCK WALL \ 4J '':� p t d ,Q c3 4 `J` ° to o -j r PIPELINE EASEMENT PER SEPARATE PIANS -' -I � = cn a d �. J �- m r z w DOC. N0. 0203148941 O.R. ��\\`-'NM�+ 4�'rp° n 19 ii ot�3�++ Y� a., LL: - g t+: Ki CV e. ®.....,...i ^ r Q -� cOp 0. O cf a00, W .-'- �C4 < m V Id- r- R a •o- U: to to o o6 od r� r- 00 00Z + + \ ` � O}. d'-�` �- C, p ` Q C T t C) � � [I_ + � N + Q t! // w '- ^ .- .- I O Q Q' c.i ! 5)+ -- Or _ ,p 3 ^"' . m cn cn I .'.. Z .- O� Q V Q Q Ct. I a'=�02 g d �� 6 BLOCK WAIL ti d c°5 c� c_I» W` o � �_ :7 c i ®t f ER SEPARATE PLANS cn cn cn � . III 362 360 358 356 354 352 350 348 346 LEIGHFIELD WAYri (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+90.02 C.L.) CC:AI F- 1" = 40' HOP17ONTAI 10+00 11+00 12+00 cn c o W 362 360 358 356 354 352 350 348 346 LINE TABLE LINE BEARING DISTANCE Li ' 184.63' 25.00' I 25.00' !M Q� C2 { 7.95' 4.20' 45'34'23" C3 37.00' 58.12' KS 90'00'00" C4 80.00' 181.29' 170.93' 129W& I r 37.00' > Z W \C3 6.50' I C6 167.69' { -i � C7 cV to M I 14.95' J m _ U- \ 19'55'11" i 74.00' 52.34' 27.32' �y C9 N � 74.00' j j W i 59.19' O 0 C=> 0 in -,0 C10 500.00' 69.36' � 7'56'52" L)W ; W W 10.91' 1 I I CC W 10.00' I j 5.56' j 5811-26- C13 m 41.61' 20.84' M Wtn mm ( j SHEET WHERE SECTION IS SHOWN © W `� co + cr + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. EXISTING GAS LINE fA i FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. � w m �w i �w w � TRACT BOUNDARY ( Q Kj C) g �- w I TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY wa i odcn I I 3 ' I� J I =-D.53% I 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS z U W to I PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) J I { od '-PROPOn NORTH I �.L. +I � c`rl oQ { o�-j PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. , I � I Ld' , coLO i,i i ( + 10 �0! J , m m N I 4 6 Lcoo ( o to ZI Z W -t W ( ( - - - - - - •I tto �D LL �) P I Jv f � o Urri� t IU: Lo I S=-,0.35% Q Q+ I r Ya N ccn d J �r I PR L I F.L. t I M crm cwt cV w o 2. N N --i 10+00 11+00 12+00 cn c o W 362 360 358 356 354 352 350 348 346 LINE TABLE LINE BEARING DISTANCE Li N 00'13'05" E 184.63' rX. U1\117 _j 20 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'OO" 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' 129W& C5 37.00' 1286' 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" C8 74.00' 52.34' 27.32' 40'31'31" C9 74.00' 99.85' 59.19' 77'1827" C10 500.00' 69.36' 34.73' 7'56'52" C11 10.00' 10.91' 6.07' 62 31'08" C12 10.00' 10.16' j 5.56' j 5811-26- C13 300.00' 41.61' 20.84' 7 56'52" SCALE: 1 " = 40' 40' 20' 0' 40' 80' 362 IBO 360 358 356 352 350 348 11+00 12+00 o W 13+00 14+00 N {yQ -2 N c -I\9 c)24 cn O w= O¢ �IWm J �J>± '- CDO cn cn t0 } (STA. 10+00.00 C.L. TO 12+90.02 C.L.) 'd; �F �oNo Qon zt--�.000 SCALE: 1" = 40' HORIZONTAL r t0 STA. 8+96.62, C.L. 20.21 RT. ::!::t SCALE: 1" = 4' VERTICAL ( LEGEND (CONT.): LEGEND (CONT.) ( ABBREVIATIONS II O CURVE NUMBER FOR CURVE DESCRIPTION FL CL �--d' 0 STORM DRAIN MANHOLE - ^ V ITEM OF WORK - SEE SCHEDULE ELEV. �jC4to REFER TO SEWER & STORM DRAIN PLANS in FLOWLINE STATIM - 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: i BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE M M ! , I I 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 M ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. zv 1tA I I I tO P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY M SECTION DESIGNATION: N PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER NI. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING ,�_') e� -F I P.A.F.L. PARKING AREA FLOW LINE INV. INVERT > J - - - - - - 2 i ( s EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN © W - - EXISTING STORM DRAIN LINE NOTES: tAI ¢ + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 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. � w m �w i �w w � TRACT BOUNDARY ( to Kj - - - CENTERLINE { �- w OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY O.G. COMPACTED TO 95% RELATIVE DENSITY PER i EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS I C.O.B. STD. ST -13. . D. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ' W ®PARKING I 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) J I { od +to ILO od +I � c`rl oQ { o�-j PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. , -I a; t0 ti Ld' , coLO i,i i ( + f J , m m N I 4 6 Lcoo �j j}dA�' J ZI Z W -t W ( ( - - - - - - J W �at2 �D LL �) P I Jv f (3 Urri� t IU: Lo I S=-,0.35% Q Q+ to ? N r Ya N ( { PR L I F.L. t C M M tai II j I Qc?- f r t� w -� I I i Cd c>w fn CL I I C)_ I ED EAST F.� a =-0.36% O > I II �'- v w { E (j mN 1 '- IX. s N I w mCd I m +I -I #! I { ( f a� ¢ J U i i W W> I < { r oa', ; , a� EttJ V J a� j I 0 I wpN I •N i I LLIM i 00m 00 'd,a M= ! ' W LU I I i mx: _j tcn o M Q < - azF-1 cn W a i 1 t,, W > _ _ Yz u9 -, Zi I i ! ! cn O d to l ! ! I I 1354 i I S= -0.3750'i I S 0.25% -� I j PROPOSED SOUTH f.l I I S=1. 4% jF i0 N -0.80% j PROPOSED�OUTH F L. I f I M f O0in= >: I I aQ( w m }¢ 06 Lm m� UUp ,s� I+ to co I NYnto _ _j 346 9+00 10+00 11+00 12+00 o W 13+00 14+00 N {yQ -2 N c -I\9 c)24 cn O w= O¢ �IWm J �J>± '- CDO cn cn t0 T.C. ELEV. (STA. 10+00.00 C.L. TO 12+90.02 C.L.) 'd; �F �oNo Qon zt--�.000 SCALE: 1" = 40' HORIZONTAL r t0 STA. 8+96.62, C.L. 20.21 RT. ::!::t SCALE: 1" = 4' VERTICAL LEGEND: LEGEND (CONT.): LEGEND (CONT.) md-' ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL CL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ^ V ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS in FLOWLINE STATIM - 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 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-02ALKYD. P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. �w Yin ornw� OF VERTICAL CURVE FC FINISH CONCRETE I ^ ^ `r 8 tO 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 OO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING ,�_') 1 o L A P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - - - - - - 2 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 s EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN © EXISTING SURVEY MONUMENT - - EXISTING STORM DRAIN LINE NOTES: tAI ¢ + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 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. � w m �w i �w w � TRACT BOUNDARY PLANS AND DETAILS. V, Kj - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. �- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY O.G. COMPACTED TO 95% RELATIVE DENSITY PER EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - CONSTRUCTION LIMITS ` C.O.B. STD. ST -13. . D. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ' V ®PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 'a 'r { od +to ILO od +I � c`rl oQ o�-j PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 360 358 356 354 352 350 348 346 f`} EVERTON AVENUE (' SEE SHEET 4 6 I 5 I 4 Icn I o am m : I 15 pc 24_ "_DRAIN 0 Ey'.a" s EX. C&G EX. BLOC WALL 21 III WAC Z Q N S z 'd: to O_SJ t0 J N N {yQ -2 N c -I\9 c)24 cn O w= O¢ �IWm J �J>± '- _ p 00 IY >0: t0 T.C. ELEV. C3 U_ 1 m j 'd; �F �oNo Qon zt--�.000 -' r t0 STA. 8+96.62, C.L. 20.21 RT. ::!::t =0> I,d ��jdd N md-' (j O ul I mC6cnccn I I. w z I EX. BLOCK WALL toto 0 0 o M M 't + .Z�� o cn � pc 24_ "_DRAIN 0 Ey'.a" s EX. C&G EX. BLOC WALL 21 III WAC Z Q N S z 'd: to -15+00- - - EX. 8 SEWER ,d: iR N i t0 J N N {yQ -2 N c -I\9 c)24 cn O w= O¢ �IWm J �J>± N • DESCRIPTION I �0 Noo T.C. ELEV. v 1 m j J -I 44 cow 4-iul z -' r t0 STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' =z0)") r N to > II Lj N ,t (j O ul I I I I. w z I N toto 0 0 o M M 't + I _j � I O �J Z C3 LL: _� l 12 j mr mm .-� �4� Q n P.R.C. 1$ 1$' I� Q9 p M �w Yin ornw� 03 Id, I ^ ^ `r 8 tO I 30 30' 00 ' J (334J•. "° rn c3 LUCncn tiaa Im 1- ,�_') 1 o I > I m .<� g � C m�� --- m o�m Q ar-z tAI ¢ mm tn� to co ' LANDSCAPE ( i 00 V, Kj ti tei C4 10! In I V to W)4m B ++ I oQ P � � Ix J J 'a 'r { od +to ILO od +I � c`rl oQ o�-j ( , i,i i cn + tj vi CO Id m m co (n0c�+c~i�c»z v odtntn 4 6 Lcoo ; Lj {- in z�ti 14 CS 1-5 t0 - - - - - - (S=-0.359 - - 2 1 �) P I Jv f (3 Urri� -15+00- - - EX. 8 SEWER II -! N P/L � I $ °�° }p C4 ao C4 O II 3 �D d. o6 00 3+ O co O -t J II On N . >_ ,�,co& N d Z C>U' W W O S �` 4 pzzQ cv m J-' ,d: iR N i t0 J N N {yQ -2 N c -I\9 c)24 cn O w= O¢ �IWm J �J>± N • DESCRIPTION I �0 I T.C. ELEV. U V=C)4: J -I 44 cow 4-iul Ir 0;t. O �� cr -' P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' =z0)") C3 LZ , c>ta co°O c, to 00d Ims oto (j O ul st C3 W to I I I. 353.80' I 4 o6 r z Q r c}o toto 0 0 o M M 't + ,d- to � � `" w � •- •- Q w d tai to o Q a n o to \� ! 12' 12' ! I 12 ���+± mr mm .-� ++ I ++ I<U ���w 19 c�+ m cn z v m} } P.R.C. 1$ 1$' w Q9 p M •a + O to I ^ ^ `r 8 tO ( I 30 30' 00 ' J d dd a- w@3�-;- m cn cn . ti ti as �¢¢ �� c3 LUCncn tiaa 7 dd a ' �a-�- Cid c- e- �ti cn cn PRIVATE 1- P.R.C. 1 o I > I m .<� g � C m�� m� � i Ifii21 i I ' LANDSCAPE ( i 00 V, Kj ti tei I V to { O { 1h o U � o�-j ( , II -! N P/L � I $ °�° }p C4 ao C4 O II 3 �D d. o6 00 3+ O co O -t J II On N . >_ ,�,co& N d Z C>U' W W O S �` 4 pzzQ cv m J-' ,d: iR N i t0 J N N {yQ -2 N c -I\9 c)24 cn O w= O¢ �IWm J �J>± N • DESCRIPTION I �0 I T.C. ELEV. U V=C)4: J -I 44 cow 4-iul Ir 0;t. O �� cr -' P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' =z0)") C3 LZ , c>ta co°O c, to 00d Ims oto (j O ul st C3 W to I I I. 353.80' I 4 o6 r z Q r c}o toto 0 0 o M M 't + ,d- to � � `" w � •- •- Q w d tai to o Q a n o to \� ! 12' 12' ! I 12 ���+± mr mm .-� ++ I ++ I<U ���w 19 c�+ m cn z v m} } P.R.C. 1$ 1$' w Q9 p M •a + O to I ^ ^ `r 8 tO ( I 30 30' 00 ' J d dd a- w@3�-;- m cn cn . ti ti as �¢¢ �� c3 LUCncn tiaa 7 dd a ' �a-�- Cid c- e- �ti cn cn PRIVATE 1- P.R.C. 1 o I > I m .<� g � C m�� m� U- r I i I i I ' LANDSCAPE ( i 00 V, HIGHGATE GREENS DRIVE LOT "B" SEE SHEET VEN4 UE (PRIVATE STREET) SCALE: 1 " = 40' (STA. 14+76.17 C.L. TO 17+03.79 C.L.) 40' 20' 0' 40' 80' SCALE: 1 = 40 HORIZONTAL 344 14+00 360 358 356 354 352 350 348 346 15+00 16+00�, Z Lou -17+00 360 358 356 354 352 350 348 346 344 I I F.O.C. STATIONING TABLE C-41 n DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. B.C. STA. 8+84.02, C.L. 18.00 RT. STA. 8+50.84, F.O.C. u IZ Z P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' P.R.C. STA. 10+2214, C.L. 15.00 LT. STA. 10+2295, F.O.C. 353.78' (j O ul st C3 W to C1 M STA. 10+30.91, F.O.C. 353.80' I I r Z116 © \� M STA. 10+57.86, F.O.C. I Q7 { I { 353.12' ® P.R.C. J I I w Q9 p M d C3 I O to ( I 0 ( I I �+ W 00 ' J W d STA. 12+45.39 C.L. 19.09 RT. w -- I P.R.C. STA. 13+35.28, C.L. 20.21 RT. I { I > I E.C. STA. 13+47.88, C.L. 18.00 RT. w CV U- r -t i I W ( i 00 V, Kj ti tei I V to { O { 1h o U � o�-j ( , i,i i f + I °M° I + C3 m m cn 4 6 Lcoo ; Lj {- in i I CO t0 - - - - - - (S=-0.359 - - i I Jv f (3 I c - - I I' o S=-,0.35% I i •- g to ? N IX. WEST F.L IPROPOSED { PR OSED WEST F.L. t C M M tai II j I f r .. II C w M J w -� - W I N PROPO ED EAST F.� =-0.36% O > I II �'- v w G 4 IX. ?EAST F.L #! W W> I < { r oa', LO J I j I I Iw � i I LLIM ck 00m 00 'd,a M= I > II W ' W LU I i mx: _j tcn o M 344 14+00 360 358 356 354 352 350 348 346 15+00 16+00�, Z Lou -17+00 360 358 356 354 352 350 348 346 344 I I F.O.C. STATIONING TABLE 1 N n DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. [�1 B.C. STA. 8+84.02, C.L. 18.00 RT. STA. 8+50.84, F.O.C. 354.27' 2Q P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' P.R.C. STA. 10+2214, C.L. 15.00 LT. STA. 10+2295, 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' Q P.R.C. STA. 10+45.26, C.L. 20.21 RT. STA. 10+45.00, F.O.C. Z116 © E.C. STA. 10+57.86, C.L. 18.00 RT. STA. 10+57.86, F.O.C. 353.55' Q7 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. I I w Q9 p M d C3 I O to ( I 0 ( I I I o 11 I STA. 12+45.39 C.L. 19.09 RT. STA. 12+54.31, F.O.C. -- 1[2] P.R.C. STA. 13+35.28, C.L. 20.21 RT. STA. 13+68.19, F.O.C. 353.09' g E.C. STA. 13+47.88, C.L. 18.00 RT. STA. 13+81.06, F.O.C. 353.13' I j , 30 4. tci 1h o ( ILd{ O V + C3 It 4 6 Lcoo i j I Jv f I c CD m o 'to ! I PROPO ED EAST F.� =-0.36% S-0.539.' 1 u S m M o ;w IX. ?EAST F.L #! { oa', LO I a� to M 00m 00 'd,a M= I > II W ' W LU ern>00 „ - cn W a W w a 1 t,, W > _ _ Yz u9 -, Zi I ! ! UJ ■ l ! ! ( I Q tip - _ wai of I �� i I 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. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED �1 STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. �6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. 7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. �9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. Wi-> ¢W"' 16+00 QQ zmw 17+00 360 -� 358 356 354 z 1352 i 350 348 346 344 0G'It-14® u o rr- G o t,' L 7 10q --tai u H I -r 3 0IJL 6?-17dlf VIr�1Ts A.S t µM: w a 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. [�1 B.C. STA. 8+84.02, C.L. 18.00 RT. STA. 8+50.84, F.O.C. 354.27' 2Q P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA. 8+63.71, F.O.C. 354.21' P.R.C. STA. 10+2214, C.L. 15.00 LT. STA. 10+2295, 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' Q 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' Q7 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' Q9 B.C. STA. 12+0262, C.L. 1&00 LT. STA. 12+04.25, F.O.C. 35289' ® P.R.C. STA. 12+09.76, C.L. 15.00 LT. STA. 12+1220, F.O.C. 35279' 11 LOT UNE STA. 12+45.39 C.L. 19.09 RT. STA. 12+54.31, F.O.C. -- 1[2] P.R.C. STA. 13+35.28, C.L. 20.21 RT. STA. 13+68.19, F.O.C. 353.09' g E.C. STA. 13+47.88, C.L. 18.00 RT. STA. 13+81.06, F.O.C. 353.13' 0G'It-14® u o rr- G o t,' L 7 10q --tai u H I -r 3 0IJL 6?-17dlf VIr�1Ts A.S t µM: w a Know what's below. Call before you dig. Olk Ld L0 z CSIs: II } rf /a Q fr fit,'LLJ R� v V 1 f"• Qf / f // J J o f co co ww�gL0 L0 �,: NNW ACF s0'tvrf` �/ i ico8 Q¢:++ ZT� /FHT /// o°+' �►Q-� of cn cn / I CL cn cn �� 3 4 PA 0083 ao C3 / cn cn ` i / . �'� 'N0_01SO5*E 206. C7 20' FLOWAGE & // /` �/ / i� DRAINAGE EASEMENT J ' / ; / i 7, 992 OVER PRIVATE POCKET PARK PER r / N p in m ---------------- 1 11 r t l II I J 1 i i� i� r> ( J 7.95' 4.20' 45 34'23' C3 37.00' roi $ 90100'00" C4 n m 181.29' 04 I C5 .�- 12.86' J J Cjl C6 J -S 167.69' C.3 LL: of C7 OIL > # LL- -j Of CA t�C IJ:�� W \ J - aW 1 ¢++ > +I n-++ W a � +I C-5 W I c E Q:NN !\` I. 11+00`� C, C7 6 C6 C4 1 -W C14 8* SEWERS 6* SEWER. j\1 IT J ! v pp�00G�d0 ai ! co. ' 0�x06��G 0 �Q 9x 9 ��P F • / 1 P-1 O• / � 1 5G/ P � Vol' C3 �; S•�PY �• OR k L 1 � 1 �` PA FINAL MAP 6 02 01 \ PA ,/ / Q ® 3 N 1 IN C11 ,- '13' RAD, 1 Q 1 co C7 STA. 12+64.12 C.L. FULHAN STREET = 1 STA 10+00.00 C.L. BARBON BECK AVENUE -� 1 I Q N I rn 1: STA. 13+17.76, F.O.C. -- - �/ / 4I o $ 1 $ $ `i z 1�J cv cv al \ 04 c�I ' $ 1 " DRIVEWAY / EX. 18* DRAIN z \ v m J� o _ �, ; i 13+3Z13, F.O.C. (SEE APPROVED ` 1 -i J -j-� o M N d' v W W V I co 1 A 00 cS I.: Ii CS Ii U- N N v o o 5 AND STORUNIT 2 M 1� aa: $ $ 00 0 oo N 12 oo g i 1 P.R.C.-P.A F.L o 0 0 1 co DRAIN PLANS 'i I o `� `� `� - - --L- - - "' "' °�' `o `d i C7 STA 13+07.33 C.L.FULHAN STREET 14.57 LT. _ I Ii o.2 --'p, +�'�' -- -- -z _++ C>C> �, C5 STA. 13+30.78 F.L. r8`OR 18' 18'1 � o o ��' dad I N 18' 1 18' i 11 E.C.-P.A.F.L. - 'q/r� 30' 30' " ' c 5 a d a w N N N -- -- 30' 30' STA. 13+21.98 C.L. FULHAN STREET 12.00 U. - a j W N N oo v~i vii v~i 1 od vi vi ! STA. 13+45.73 F.L. LEIGHFlELD WAY BARBON BECK AVENUE SEE SHEET 5 FULHAN STREET SEE SHEET 2 �c 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 � 364 362 i 360 358 356 354 352 350 348 348 10+00 11+00 12+00 13+00 p in m ---------------- 1 TANGENT r t l d• o I 25.00' 90'00100' i i� i� r> ( 10.00' 7.95' 4.20' 45 34'23' C3 37.00' roi 37.00' 90100'00" C4 80.00' 181.29' Ln 129'50'22' C5 37A0' 12.86' 6.50' 19'55'11' C6 74.00' 167.69' 158.11' 1 129'50'22* C7 � > # W N M I r 1 W \ J 1 1 °` > J W m Z J I U W I c E J W J l =W V R . i + O W I W n W C.> C> $ 4.a4. _ N u- L4 Q + + j I Q IV zcco W 4 W v¢ i � I Q n Q y z¢ + a+ nl W �n ;-rI Li ¢it *t' n co + N m+ in - LOW Q �+ Q cn a+ m+ OSED EAST f.L. a m cn I N I f I r t cS ^ Ce W i p I I E cS C.> --i ao i I- a¢ m F- I ! i Iii W a c5 cn W f i¢- it i¢- C9 Cn I qI S=at97% W Q N I S=451 O to S= • 25%. ;00 4 I o ! r*, m i i PROPOSED EASTt~ F. I i - S-0.25% I I S=- 25% i _i ! L0 rini n II I > j I + 5=0.37xIi I PROP i WEST F. � 364 362 i 360 358 356 354 352 350 348 348 10+00 11+00 12+00 13+00 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 12+06.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND_ A BEBRRE AI IONS 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 INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE fC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE POINT EP. 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 QQ 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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 364 362 360 358 356 354 352 350 348 STA. 9+41.88 C.L. MORLEY WAY = STA. 12+31.90 C.L. LEIGHFIEL.D WAY \]]T r 1 U�► CURVE TABLE CURVE RADIUS ---------------- 1 TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00100' C2 10.00' 7.95' 4.20' 45 34'23' C3 37.00' 58.12' 37.00' 90100'00" C4 80.00' 181.29' 170.93' 129'50'22' C5 37A0' 12.86' 6.50' 19'55'11' C6 74.00' 167.69' 158.11' 1 129'50'22* C7 � > # W N M I I 1 W \ J J 1 J W m Z J { U: ICj�104 I c i W (J J o cn I l =W W i R . i + O W , I C> C.> C> $ 4.a4. M N L4 Q + + I p W +' IV zcco W 4 v¢ i I '1�? p Q V Q y z¢ + CSJ cn I ( CS -i ;-rI I l! W N co cn - LOW I W LcIy� cn m CEI cn 4JW cn4 OSED EAST f.L. I m cn I 1 f f I- 1 I �' ci � i Iii W f 1 i qI S=at97% W cd W S=451 S= • 25%. ;00 S=0.53% o r*, m ( I t I I_ PROPOSED EASTt~ F. 17 , k PROP OSD I WEST F.LI L0 rini n II I > > >i W W W ! ( a al a C I � i i I 1 f ; � � e��• I 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 12+06.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND_ A BEBRRE AI IONS 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 INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE fC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE POINT EP. 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 QQ 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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 364 362 360 358 356 354 352 350 348 STA. 9+41.88 C.L. MORLEY WAY = STA. 12+31.90 C.L. LEIGHFIEL.D WAY \]]T r 1 U�► CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00100' C2 10.00' 7.95' 4.20' 45 34'23' C3 37.00' 58.12' 37.00' 90100'00" C4 80.00' 181.29' 170.93' 129'50'22' C5 37A0' 12.86' 6.50' 19'55'11' C6 74.00' 167.69' 158.11' 1 129'50'22* C7 43.00' 14.95' 7.55' 19'55'11" Lmnm WAY BARBON BECK AVENUE SEE SHEET 5 - SEE SHEET 2 364 362 360 358 356 354 352 350 348 MORLEY WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL W z II r- ib �m m CC J J -- 3v D0) rdg,d co N+ 0-3 04 LC n cn .9 PA BARBON BECK AVENUE SEE SHEET 2 SCALE: 1 " = 40' 40' 20' O' 40' 10+00 364 362 360 358 356 354 352 350 348 11+00 12+00 c � 0 " $ > > C J '• ! j ( W W J i W O n I W ¢ I I I CU 4 . I N M I I J W � + I m Z J { O ICj�104 I c i W (J J !I i cn I l =W W i ii + O W , I C.> O M N V _ij!! I p W +' IV g v¢ jo io + o I y z¢ + cd cn I w n I S 0.25% I - ram I rni O 4JW cn4 OSED EAST f.L. I m cn I f f I- W ' ae ; �' ci � i qI S=at97% W cd W S - 25%. ;00 S=0.53% c%1 c%I PROP OSD I WEST F.LI L0 rini n II I > w J, I W Q L � C I � i i I 1 f ; � � e��• I 10+00 364 362 360 358 356 354 352 350 348 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 m 01,- r? -.w vN,fi � 001Ll ey-16 SAO Om yr 3 OOLI LEGEND (CONT.): LEGEND (.CONT.) CONSTRUCTION NOTES: F.O.C. STATIONING TABLE Uj cc Vo�4102 m - - 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 REF. NO. DESCRIP11ON C.L. STATIM F.O.C. STATIM T.C. ELEV. ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE95 10+22 STA 00 RT 0 P.R.C. STA. 10+22.14, C.L. 15.. . ., F.O.C. 354.16' 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 .9 CIvx FLOW REFER TO SEWER &STORM DRAIN PLANS a UNE STATION - SEE TABLE Q2 E.C. STA 10+29.28, C.L..18.00 RT. STA 10+30.91, F.O.C. 354, ,y3 9TFOFCA>r1F�%�". CONSTRUCT TYPE „A„ CATCH BASIN WITH 3.5 OPENING PER NOTE: 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 3� P.R.C. STA. 10+45.26, C.L. 20.21 LT. STA. 10+46.02, F.O.C. 354.22' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED ® GRADE BREAK/E.C. STA. 10+57.86, C.L. 18.00LT. STA. 10+58.88, F.O.C. 354.27' 6? -17 q " " STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. 5 B.C. STA. 11+48.14, C.L. 1&00 LT. STA. 11+49.16, F.O.C. 354.49' ® CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02A1KY0. O C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT P.R.C. STA. 11+60.74 ❑ C.L. 20.21 LT. STA. 11+62.02, F.O.C. 354.53' rj 6 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. AND 6" REVEAL PER DETAIL "2" ON SHEET 4. s 7 B.C. STA. 11+76.72, C.L. 18.00 RL STA. 11+78.34, F.O.C. 354.60' SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION DESIGNATION: © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. SECTION LETTER ® P.R.C.STA 11+83.86, C.L.15.00 RT. STA. 11+86.30, F.O.C. 354.55' t'ii � b � -1) _z ,� � r" U QS SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. A INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C9Q GRADE FREAK STA. 12+12.77 C.L. 20.71 LT. STA. 12+1&98 F.O.C. 354.66' © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - O AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF © P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA. 13+43.31, F.O.C. 354.37' 2 TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 11 E.C. STA. 13+21.98, C.L. 18.00 LT. STA. 13+56.17, F.O.C. 354.33' , s EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN 80 CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 4. Q P.R.C. STA. 10+22.14, i - - c EXISTING STORM DRAIN LINE NOTE1 C.L. 15.00 LT. STA. 10+2295, F.O.C. 352.99' G EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. ® EC. STA. 10+29.28, C.L. 18.00 LT: STA. 10+30.91, F.O.C. -35"t 353,09, ® EC. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86 F.O.C. 353.14' � � � +�� � � �� � � � TRACT BOUNDARY PLANS AND DETAILS. ® B.C. STA. 11+76.72, C.L. 18.00 LT. STA. 11+78.34, F.O.C. 353,44.' CENTERLINE 2 LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. 16 P.R.C. STA. tt+s3s6, C.L. 15.Do LL STA. 11+86.30, F.O.C.353.40' •• •�• •�• •�• •�• UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED Know what's below. 1 B.C. STA. 11+76.72, C.L. 18.00 RT. STA. 11+76.71, F.O.C. 353.43 - - CONSTRUCTION LIMITS O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 1[8) P.R.C. STA. 11+83.86, Call before you dig. C.L. 15.00 RT. STA. 11+84.67, F.O.C. 353.39' ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I �, c � 0 " $ > > C > co c3 W ( W W I W O n I ( CJ o t0 - O E f o O [A a I CU I � W } + ICj�104 m cn I iLj O, M 1 1 1 I S=(.51% S=0 25% I S 0.25% I - - - I_ I rni O PR OSED EAST f.L. "! m I f I W 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 m 01,- r? -.w vN,fi � 001Ll ey-16 SAO Om yr 3 OOLI LEGEND (CONT.): LEGEND (.CONT.) CONSTRUCTION NOTES: F.O.C. STATIONING TABLE Uj cc Vo�4102 m - - 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 REF. NO. DESCRIP11ON C.L. STATIM F.O.C. STATIM T.C. ELEV. ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE95 10+22 STA 00 RT 0 P.R.C. STA. 10+22.14, C.L. 15.. . ., F.O.C. 354.16' 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 .9 CIvx FLOW REFER TO SEWER &STORM DRAIN PLANS a UNE STATION - SEE TABLE Q2 E.C. STA 10+29.28, C.L..18.00 RT. STA 10+30.91, F.O.C. 354, ,y3 9TFOFCA>r1F�%�". CONSTRUCT TYPE „A„ CATCH BASIN WITH 3.5 OPENING PER NOTE: 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 3� P.R.C. STA. 10+45.26, C.L. 20.21 LT. STA. 10+46.02, F.O.C. 354.22' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED ® GRADE BREAK/E.C. STA. 10+57.86, C.L. 18.00LT. STA. 10+58.88, F.O.C. 354.27' 6? -17 q " " STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. 5 B.C. STA. 11+48.14, C.L. 1&00 LT. STA. 11+49.16, F.O.C. 354.49' ® CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02A1KY0. O C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT P.R.C. STA. 11+60.74 ❑ C.L. 20.21 LT. STA. 11+62.02, F.O.C. 354.53' rj 6 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. AND 6" REVEAL PER DETAIL "2" ON SHEET 4. s 7 B.C. STA. 11+76.72, C.L. 18.00 RL STA. 11+78.34, F.O.C. 354.60' SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION DESIGNATION: © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. SECTION LETTER ® P.R.C.STA 11+83.86, C.L.15.00 RT. STA. 11+86.30, F.O.C. 354.55' t'ii � b � -1) _z ,� � r" U QS SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. A INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C9Q GRADE FREAK STA. 12+12.77 C.L. 20.71 LT. STA. 12+1&98 F.O.C. 354.66' © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - O AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF © P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA. 13+43.31, F.O.C. 354.37' 2 TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 11 E.C. STA. 13+21.98, C.L. 18.00 LT. STA. 13+56.17, F.O.C. 354.33' , s EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN 80 CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 4. Q P.R.C. STA. 10+22.14, i - - c EXISTING STORM DRAIN LINE NOTE1 C.L. 15.00 LT. STA. 10+2295, F.O.C. 352.99' G EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. ® EC. STA. 10+29.28, C.L. 18.00 LT: STA. 10+30.91, F.O.C. -35"t 353,09, ® EC. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86 F.O.C. 353.14' � � � +�� � � �� � � � TRACT BOUNDARY PLANS AND DETAILS. ® B.C. STA. 11+76.72, C.L. 18.00 LT. STA. 11+78.34, F.O.C. 353,44.' CENTERLINE 2 LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. 16 P.R.C. STA. tt+s3s6, C.L. 15.Do LL STA. 11+86.30, F.O.C.353.40' •• •�• •�• •�• •�• UNIT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED Know what's below. 1 B.C. STA. 11+76.72, C.L. 18.00 RT. STA. 11+76.71, F.O.C. 353.43 - - CONSTRUCTION LIMITS O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 1[8) P.R.C. STA. 11+83.86, Call before you dig. C.L. 15.00 RT. STA. 11+84.67, F.O.C. 353.39' ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I �, 0 U 1\1 \N I \\ 3 z I z¢ I az I O \ � �A \ w JtU M o 0o rno++ _� cn� N .- 00't '0 'MD.. STA. 9+41.88 C.L. CUMBRIAN WAY = x q, _STA. 10+00.00 C.L. EVERTON AAVENNUE� y I I I I I I IP.R.C.-P.A.F.L. PA STA. 8+98.67 C.L. CUMBRIAN WAY 14.57 I STA. 8+71.89 F.L. I B.C. GR E B K-P.A.F.L. STA. 8+84.02 C.L. CUMBRIAN WAY 12.00 LT. _ STA. 8+56.94 F.L. I I I I I I I SCALE: 1 " = 40' 40' 20' 0' 40' 80' 366 364 362 360 358 356 354 352 350 348 :1 uU r LLjz 1\1 if �.../ u M 25.00' II 25.00' A t i 7.95' i 4534!23* C3 11 J I o 90'00'(0" C4 Z U U 197.01' J 141'05'54" C5 r .J .J LL: ' co O 1 J O 0 167.69' I m ..J ..J O LL-1�! I 14.95' LO M ti C4 Z 0 '�' B.C.R. E.C.R. , 352.67' = * tit * V �1Go r� M B.C.BEGIN JJ U LL V O� Q a_ -!J s 0 •f SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT UI STA. 11+78.34, F.O.C. U OI�M a Oww d• STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB U ti CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER o I Q O Of 0^0 0, C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 10+29.28 C.L. 18.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE W '+ C M P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY C�l :.- SEWER -REFER TO SEWER &STORM DRAIN PLANS O PA E.P. o$% TT v z 00 00 Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. o 00 3 .52 WCOO_dCL .- `o Z I k- A P.A.F.L. PARKING AREA FLOW LINE INV. INVERT -;ti zo ' - - - - - - 2 W LL U) U) U)3 N i W7 O wU)U EXISTING SEWER UNE ! zU)- I - - o o �� -}- Tn M Um Q N o cn cn u N FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY N 7 8 QQ �"�N - - .Q0' 4 - - - 00 0 BARBON BECK AVENUE SEE SHEET 2 !` 1 1_j 18' 118' 111 1, znl u) I -znl: 111 o n I 1 Ci 3 2 3 5 6 2 P/L 9 1 �\ N 5' ! z N 11 n co I a I� II 1 n co ' n Co + a� ! 5' Co at � N co I to /���� 0 m� Co o dJJ =� (� o N jm I3 s I = 1 1 I m l :� j v W FQ-- �= N Q 1 0 1 I Co ce00 N �" J o JJ I 1 y J..J J JJO Q Z mm, .1 UU: C7 I 1 c5 to to c5 to ti z 0°00 00Oo V1 c5 �. ti $ $ j m - 0 1 00 000 0++ oom III I ' OOO oOO p, o R ooN CC CC' 18' 18' 10000 ! go. -v u_3anu_i- --m - -- -to z o rn rn- + 5' ++ Co= + << ,t Co +++ NN OO z Co Co + 1: 1: n; 30' 30'' f ;Q tQ tQ tQ tQ tQ m c~i� t~it j I 1 I y y m to to to , tai to to to 1 I 1 TON AVENUE BARBON BECK AVENUE :E MEET 4 CUMBRIAN WAY SEE SHEET 2 (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 12+00 r LLjz LENGTH II Q DELTA M 25.00' W 25.00' A t i 7.95' i 4534!23* C3 37.00' 0 m U m 37.00' 90'00'(0" C4 Z U U 197.01' corn 141'05'54" C5 { N t�A i Z11 1 mm 167.69' 7 129'50'22" C7 ! 14.95' LO M G B.C.R. E.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 352.67' CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER NOTE: B.C.BEGIN CURVE P.C.C.POINT COMPOUND CURVATURE 352.66' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT Co STA. 11+78.34, F.O.C. d g 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 1 P.I.V.C. Q i C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 10+29.28 C.L. 18.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE W '+ C M 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 (ATTER OO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. I 1-4 IN FACE OF CURB EX. EXISTING Z I k- A P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © zo ' - - - - - - 2 QQ N i W7 O s EXISTING SEWER UNE ! @ I - - o o I C4 -}- M Um EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN u -�•-• FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY j o O - - - CENTERLINE , �- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN 'LED" =rD U W J W TYPE PER DETAIL "1" ON SHEET 7. W -� W J W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER I EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS s CONSTRUCTION LIMITS d i CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS �tj ! m N W m m > ► ji[ O ! p ! �Mtn I O N I � M rrn ULL z {Co Z ' j E + M Co tai o �p i- J- f f J .1 V O Q tUa Cd W W 411,4 Corn z .-- S=,.45% ! W �M a U m Q U J N W v I c5 ;5 0] m cn( m m M m M J` ( ; S_OL87% r; i taJ cn i S�0.51% S=0.70 0N' at U II II C1 h LQ N W W W) W w ( PROPOSED EAST F.L. M MI M ;L� jYd at J Q 1 ; zx II ! Q i i tOA i } j zQ �U r �'', I m + I JW � W W CIO Q � U Q a ! { I I i } { V { a •- Q •- Q � } f V Z r{- tat W j 4 V J ``' ta' S -o.79% f1 po S0.39% �� "' �S=0.30% I -PROPOSED WEST i h h ( w W W I W IF.L. zZ I aaa 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 12+00 366 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 l 1\1 r LLjz LENGTH II Q DELTA M 25.00' W 25.00' A t i 7.95' mm 4534!23* C3 37.00' 0 m U m 37.00' 90'00'(0" C4 Z U U 197.01' corn 141'05'54" C5 { N t�A f O Z11 C6 mm 167.69' 7 129'50'22" C7 43.00' 14.95' 7.55' G B.C.R. E.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 352.67' CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER NOTE: B.C.BEGIN CURVE P.C.C.POINT COMPOUND CURVATURE 352.66' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT Co STA. 11+78.34, F.O.C. d g STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB I CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. Q 352.12' C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 10+29.28 C.L. 18.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE i '+ C M 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 (ATTER OO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. I 1-4 IN FACE OF CURB EX. EXISTING ' I k- A P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © zo ' - - - - - - 2 QQ N i W7 O s EXISTING SEWER UNE ! @ I - - o - EXISTING STORM DRAIN UNE I C4 -}- M Um EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN u -�•-• FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY PLANS AND DETAILS. o O - - - CENTERLINE , �- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN 'LED" =rD U W J W TYPE PER DETAIL "1" ON SHEET 7. W -� W J W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER Co� i. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS s CONSTRUCTION LIMITS C.O.B. STD. ST -13. O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS �tj ! m ® W m m O Co ji ji[ O N p ! Of I O N I 91 U tt'f rrn ULL z {Co Z ' _ V + M Co tai o �p i- m i j V O Q tUa Cd W W � Corn z .-- S=,.45% ! W N U m Q U J N W v I c5 ;5 0] m cn( m N N Lo J` ( ; S_OL87% m W taJ cn i S�0.51% S=0.70 0N' II II h LQ N W W W) W w ( PROPOSED EAST F.L. M MI M ;L� r- { - 1 zx II II.I i i tOA O M � h h I I � I JW � W W Us - 366 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 l 1\1 r LLjz LENGTH II Q DELTA M 25.00' W 25.00' z m C2 az 7.95' mm 4534!23* C3 37.00' 0 m U m 37.00' 90'00'(0" C4 Z U U 197.01' corn 141'05'54" C5 37.00' N t�A 6.50' Z11 C6 mm 167.69' 18' DRAIN 129'50'22" F19 t,n CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90100'00" C2 10.00' 7.95' 4.20' 4534!23* C3 37.00' 58.12' 37.00' 90'00'(0" 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(-' # BARBON BECK AVENUE SEE SHEET 4 n Uj IT � i\1 IT nr � a SEE SHEET 3 N I 18% 18' o II $ o ! j 30' 30' N.- - N-- -- �- -- - N--- N $ ! -- -- -- ' -- Ll 4' J J � -•-� J O J Co � C.) La: ti � 30' / �I ! Co o �` c3 ti to LL: - ,� co co to 8 Co 30' I w OC�O a� OON O oo O c� O LO nLO LO• J J OLIL: is •= v to Co oo a= +++ mtnm Ki z ;t 04;t 04 N j j5 M zoo o 0 t¢ -t¢ -t¢- c�r¢-t¢- j z 4i�� �? F¢t¢-t¢- �++ 1+ LLT Nmm mmm 12' ¢ N in N N N in s 1 N 3 11 2 6 5 2 i i i 4 5 ,% I m C1 � i C1 @ 1'. 3 z c�= ---- - 4 8 _ C3 C2 8" SEWER 11+QO I. 12+00 RAD,_ _ L INTERSECTIO! STA. 5+71.22 C.L. EVERTON AVENUE _ q�y -p- N- 00'13'05'E 243.OW- An N - • �- - - p 1 - STA. 12+43.00 C.L. BRIfCLESBY STREET = STA. 9+41.88 C.L. BROCKLESBY STREET •. 18' DRAIN C2 !' STA. 21+94.12 C.L. BARBON BECK AVENUE I i� i_ -------- --- coo ------ 4 8 i 18' DRAIN 2 Uo F 5 6 16 7 �\ '4 10I p IX. 18" DRAIN p -T-- ,- , PA , at Q N ° cn zl -- -- -- -- Q �'/ I Co R i Cq g IIatI 1 i �ojP I 3Co at! + a:JJ cr o -44"`'" o C4 co o gaoo N C4 --1J 1 ! N 00 `og o r�i rn N v c5 �, 1 I 001 tntn ��+ c �tJ�'� o0 1 5' o� +■T■ m v O N Wco !18' 1 18"8c! CR Co Co I ��' / I dd �Nc rnrnrn NN30' 30'��t70 x c1• / I Wvii � o +++ � j\1 � I z � C3 tQtQ tQ m c~i) c~i) / ! W N to N BARBON BECK AVENUE ■�� /f�1 - BROCKLESBY STREET SEE SHEET 3 30" (4) 1h" x 18" x 3" z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE NOTE: 5800 LUMEN STREET UGHTS SHAD_ BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. STREET LIGHT -- DETAIL "1" a) a1 10+00 11+00 12+00 SCALE: NONE 366 364 364 362 362 IGHT BASE F.O.C. STATION i 360 6' SLAB = 40' HORIZONTAL SEE C.O.B. 358 STD ST -14 1" = x18'x3"z 356 BOLTS LEGEND (CONT;, LEGEND ONT.i: 354 ABBREVIATIONS 352 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 350 FL 348 (4) 1h" x 18" x 3" z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE NOTE: 5800 LUMEN STREET UGHTS SHAD_ BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. STREET LIGHT -- DETAIL "1" a) a1 10+00 11+00 12+00 SCALE: NONE PRIVATE STREET) 40' 20' SCO LE: -I 4040 80 (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL s I 364 d • /9 362 (STA. 10+00.00 C.L. TO 18+50.00 C.L.) F.O.C. STATION i FESS16, NEP SCALE: 1" = 40' HORIZONTAL 354 I rn 1" = 4' VERTICAL umiT WL� LE LEGEND (CONT;, LEGEND ONT.i: STA. 10+29.28 C.L. 18.00 RT. ABBREVIATIONS ----D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a CURVE NUMBER FOR CURVE DESCRIPTIO! FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE 351.78' Q GRADE BREAK/E.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 352.05' REFER TO SEWER & STORM DRAIN PLANS Q FLOWLINE STATIM - 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 352.67' CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER NOTE: B.C.BEGIN CURVE P.C.C.POINT COMPOUND CURVATURE 352.66' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STA. 11+76.72 C.L. 18.00 RT. STA. 11+78.34, F.O.C. d g STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB {+ r 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 352.12' C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 10+29.28 C.L. 18.00 LT. OF VERTICAL CURVE FC FINISH CONCRETE i '+ C M 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 (ATTER OO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EX. EXISTING 352.85' I k- A P.A.F.L. PARKING AREA FLOW LINE INV. INVERT © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - - - - - - 2 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. s EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN - @ EXISTING SURVEY MONUMENT - - o - EXISTING STORM DRAIN UNE NOTES- -}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Um EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN u -�•-• FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY PLANS AND DETAILS. o O - - - CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. �- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN 'LED" OVER 0.40 AGGREGATE BASE OVER 0.50 COMPACTED Q0 TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER Co� i. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS s CONSTRUCTION LIMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS �tj ! m ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS t PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) O N .- ! WO '"' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PRIVATE STREET) 40' 20' SCO LE: -I 4040 80 (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL s I 364 d • /9 362 N 360 F.O.C. STATION i FESS16, NEP I ' M 354 I rn P.R.C. 350 umiT WL� 348 ❑3 I- C. STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' 1 P.R.C. STA. 10+45.26 C.L. 20.21 LT. W 351.78' Q GRADE BREAK/E.C. STA. 10+57.86 C.L. MOO LT. STA. 10+57.86, F.O.C. 351.84' © p STA. 10+88.00 C.L. 18.00 RT STA. 10+89.63, F.O.C. 352.05' E7 B.C. STA. 11+76.72 C.L. 18.00 LT. STA. 11+76.72, F.O.C. 352.67' 0 Ft f i STA. 11+84.67, F.O.C. 352.66' 09 B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+78.34, F.O.C. d g P.R.C. STA. 11+83.86 C.L. 15.00 RT STA. 11+86.30, F.O.C. {+ r Co F } ! STA. 10+22.14 C.L. 15.00 LT N 352.12' t0 �. J j7 to STA. 10+29.28 C.L. 18.00 LT. STA. 10+30.91, F.O.C. i '+ C M M CV ! 35234' •- a to M i 35281' 1[ j r7 i 352.85' I j ►� STA. 11+76.71, F.O.C. 35288' at P.R.C. ! I, 35285' at W W Oki o011 Um m c i � co w cp o O to tL m =5 q J Q0 Co� i. O s Co cs ! �tj ! m + N t tZ O N .- ! WO '"' tai cn rrn ULL z (( Q j ; ' WW C V Q F m �' S=0:79% tai i I m i PROPOSE EAST F.L. LO I rn rn X1127% tUa Cd W W � ; S=,.45% 1 S 0.92% I t 1'-' I m N N Lo J` 1- ; ! PROPOSED! WEST F.L. II II h W W W) W w = i i i �? J W I zx 366 364 362 360 358 356 354 352 350 348 ` 366 364 1362 360 358 356 354 ' 352 ff X� F.'EST' inl�j' t. 35061 y 4' } 348 11+00 12+00 3 } 1 W OF C•A1��" 364 d • /9 362 U N IT 6 0 r' L/ 360 F.O.C. STATION i FESS16, NEP I ' M 354 350.99' 352 P.R.C. 350 umiT WL� 348 ❑3 I- C. STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' ® 1 P.R.C. STA. 10+45.26 C.L. 20.21 LT. W 351.78' Q GRADE BREAK/E.C. STA. 10+57.86 C.L. MOO LT. STA. 10+57.86, F.O.C. 351.84' © p STA. 10+88.00 C.L. 18.00 RT STA. 10+89.63, F.O.C. 352.05' E7 B.C. STA. 11+76.72 C.L. 18.00 LT. STA. 11+76.72, F.O.C. 352.67' 0 Ft f i STA. 11+84.67, F.O.C. 352.66' 09 B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+78.34, F.O.C. d g 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 N 352.12' Q E.C. STA. 10+29.28 C.L. 18.00 LT. STA. 10+30.91, F.O.C. i ® GRADE BREAK/E.C. � ! 35234' i o M STA. 11+78.34, F.O.C. 35281' 1[ ti to `t i 352.85' I j ►� STA. 11+76.71, F.O.C. 35288' © P.R.C. ! I, 35285' at W Oki o011 Um W cp to tL m o J Q0 Co� i. + i Co cs ! �tj ! m + t tZ N ! WO '"' tai cn U Q ULL (( Q j s[ ( F m �' S=0:79% tai i I =0.45% PROPOSE EAST F.L. LO I rn rn N i II 1 II. 11 I t 1'-' J J` , 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. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. Q PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O 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 k 366 W OF C•A1��" 364 d • /9 362 U N IT 6 0 r' L/ 360 F.O.C. STATION 358 FESS16, NEP 356 � tla. 55;01 354 350.99' 352 P.R.C. 350 umiT WL� 348 ❑3 67 -/*I -t U N rrs 4 5.7 b Nl� Fit 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. 8+82.46 C.L. 13.44 LT. STA. 8+47.99, F.O.C. 350.99' Q P.R.C. STA. 10+2214 C.L. 15.00 RT. STA. 10+22.95, F.O.C. 351.53' ❑3 I- C. STA. 10+29.28 C.L. 18.00 RT. STA. 10+30.91, F.O.C. 351.64' ® 1 P.R.C. STA. 10+45.26 C.L. 20.21 LT. STA. 10+45.00, F.O.C. 351.78' Q GRADE BREAK/E.C. STA. 10+57.86 C.L. MOO 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' E7 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' 09 B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+78.34, F.O.C. 352.68' g 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+2295, F.O.C. 352.12' Q E.C. STA. 10+29.28 C.L. 18.00 LT. STA. 10+30.91, F.O.C. 352.14' ® GRADE BREAK/E.C. STA. 10+57.86 C.L. 18.00 RT. STA. 10+57.86, F.O.C. 35234' ® B.C. STA. 11+76.72 C.L. 18.00 LT. STA. 11+78.34, F.O.C. 35281' 1[ P.R.C. STA. 11+83.86 C.L. 15.00 LT. STA. 11+86.30, F.O.C. 1 352.85' 16 B.C. STA. 11+76.72 C.L. 18.00 RT. STA. 11+76.71, F.O.C. 35288' © P.R.C. STA. 11+83.86 C.L. 15.00 RT I STA. 11+84.67, F.O.C. 35285' 67 -/*I -t U N rrs 4 5.7 b Nl� Fit Know what's below. 0811 before you dig. iuu o011