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HomeMy WebLinkAbout1.1-7256 Ph 1 & 2Fj A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING., ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT. UNLESS OTHERWISE DIRECTED r BY THE 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. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A 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 SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "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 DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER. ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL. BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN, CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 'MERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 969', THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMIT'S 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 SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95X. COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 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 50X OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS.- OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAXIMUM DRY DENSITY. 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 THEREON, 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 PONT SHALL NOT VARY MORE THAN 0.04 FEET 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 FEET ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE "B' ST -6 STANDARD PAVEMENT PATCHES ST -7 STANDARD CROSS GUTTERS ST -9 STANDARD STREET SPECIFICATIONS ST -10 STANDARD STREET SECTIONS ST -11 STANDARD STREET CROSS SECTIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREET SIGN POST STYLE 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 14) OVER 1.00' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SIO. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED 0 EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. SIO. T-1 -C�- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL HEREON. -�- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEVER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. S. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. INSTALL ADDITIONAL III 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE PONT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAW KINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 14. 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. 15. 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 SASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. 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 95X OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. 17. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALT. OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) 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. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANTS DISCHARGE ELIMINATION SYSTEM (NPOES), A "NOTICE OF INTENT" (NO) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWIV Q AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY 'CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (MID) #5F15C371211 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 22, 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 MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 23. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS 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 24. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE PREPARING AND/OR UPGRADING AS PER CITY ENGINEER. 25. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. VICINITY MAP NO SCALE PROJECT AREA: 16.44 ACRES E; NOTE: UNITS 3 & 4 NOT A PART TO BE SUBMITTED SEPARATELY CITY OF AK RSF1 D KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS I I I I I I I 1 1 \ 2 8 f 1 1 3 1 1 1 1 1 I 1 1 1 ! I 4 1 1 2 1 I I 29 I c 27 I 2t 1 1 VESTING TRACT TRACT No. 7257 PROJECT MAP ` SCALE: 1"=200' LIST OF MATERIALS ITEM STOCKDALE _ T. JOS., o R. 26 £. It � g 1 kqr A.C. SUBGRADE PREPARATION 2 PROJEC T Sl TE a LF 6226 w SOFT p�K °C MING AVENUE STANDARD STREET NAME SIGNS EA. emo n' Wx TRAFFIC CONTROL SIGNS EA. 6 5800 LUMEN STREET LIGHTS EA. 0 MONUMENT ENCASEMENTS EA. 8 v0s EA. 2 Of A SQFT wZ CONCRETE PARKING SUBGRADE py 562 a an 3265 6' BLOCK WALL LF WffFfiTE LANE S LF 3442 o a �. U W !z PE M 14 13 OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE PROJECT AREA: 16.44 ACRES E; NOTE: UNITS 3 & 4 NOT A PART TO BE SUBMITTED SEPARATELY CITY OF AK RSF1 D KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS I I I I I I I 1 1 \ 2 8 f 1 1 3 1 1 1 1 1 I 1 1 1 ! I 4 1 1 2 1 I I 29 I c 27 I 2t 1 1 VESTING TRACT TRACT No. 7257 PROJECT MAP ` SCALE: 1"=200' LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 1797 CL. If AGG. BASE QJ YD 1948 A.C. SUBGRADE PREPARATION CUYD 4870 6" CURB AND GUTTER LF 6226 SIDEWALK SOFT 31308 HANDICAP RAMPS EA 12 STANDARD STREET NAME SIGNS EA. 8 TRAFFIC CONTROL SIGNS EA. 6 5800 LUMEN STREET LIGHTS EA. 6 MONUMENT ENCASEMENTS EA. 8 CROSS GUTTER EA. 2 CONCRETE PARKING SQFT 562 CONCRETE PARKING SUBGRADE SOFT 562 MEDIAN CURB LF 3265 6' BLOCK WALL LF 977 PROJECT ROADWAY LENGTH LF 3442 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RNEIURN PRC POINT OF REVERSE CURVAIURE BC BEGIN CURVE PCC ' POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FAGS OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SIU. T-1. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL 5) E�o FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.O.B. SID. ST -14. INDEX OF SHEETS SHEET JU 1. COVER SHEET 2. ELBURY AVENUE GCS STA. 9+98.18 C.L. TO STA. 18+75.51 C.L. 3. PEMBERLEY PASSAGE AVENUE STA. 10+00.00 C.L. TO STA. 20+05.17 C.L. 4. RUSSELL RUTLIN WAY STA. 10+00.00 C.L. TO STA. 15+07.50 C.L. PEM8tRLY PASSAGE AVENUE © STA. 20+05.17 C.L. TO STA. 24+39.27 C.L. 5. HAZELWICK DRIVE STA. 14+58.27 C.L. TO STA. 20+76.45 C.L. 6. SECTION DETAILS AND SPECIFICATIONS LEGEND tCO__ NT)_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 26' BOTTOM (MOTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) RI -1 FURNISH & INSTALL TRAM SIGNS PER C.O.B. SID. T-19: -� NI -1' - STOP 'S5-2' - END SCHOOL ZONE "116-1" - ONE WAY "R5-1" - DO NOT ENTER 'W31(CA)" - FIND "R26(CA)' - NO PARKING "W14-1" - DEAD END 'R3 -SR" - RIGHT TURN ONLY WI4-2" - NO OUTLET "R4-7" - KEEP RIGHT "WI -7 - DOUBLE ARROW "R81(CA)' - BIKE LANE WW -s" - SINGLE ARROW "W3-3' - SIGNAL AHEAD "WI -1' - CURVE ARROW - - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SENDER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. S SEVER - REFER TO SEVIER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ♦ FOR TRACT UNITS 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 NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES. STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. MCINT H R.C.E. 33322 DATE EXP. 6-30-16 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 HERIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. W( 4 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-16 REVIEWED REVIEWED BY: LEGEND (CONT.): TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. Ut CURVE NUMBER FOR CURVE DESCRIP110N ® ITEM OF WORK - SEE SCHEDULE 10 FLOWUNE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER _ SWff VEE SEM IS SHORN 2 cr- q _ ASSISTANT PUBLIC WORKS DIRECTOR rvr< , lRryrr1t. BASIS OF BEARINGS: 4 DATE 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) Know what's below. CII before you dig. /,/- M Ld� CITY RECORDS NO: 0) 0 M M �0) O 2 00 v Of -4- Z � i Q J W U M m oWc`oo N cr- V) v w Y a m W T• ►YAL0 ro GCS i © -dmj IL 0 W o �. U � PE c a W T• ►YAL0 ro GCS © -dmj IL 0 W o �. U � PE c a W T• ►YAL0 ro 366 364 362 360 358 356 354 352 350 348 346 RUSSELL RUTUN WAY SEE SHEET 4{� 1 T 4 " AVACK DR. SEESHHEET 55 I twilrITf--- voom 'Alam 115110 ---Allow.- avmw____ mom --Nmm -avow Kg6ww__ saw, itmom t1 1 illi (` 1 1 ■ �� k_Nj u B.C.-END Ct1cG F.L/ E.C.-END 6' i� T CURB/ B.C.-END CdeG F.L/ J , ■ Urr `tWn iBEGIN » CURB I $_ _ _. ___. $ - y o �' Q I �� STA. 12+03.14 C.L. 12.00 LT. _ ) STA, 15+03 64 C.L 12.00 LT. ! STA. 15+18 64 C.L. 12.00 LT. _ I tt 1 t t j -' `�' � r <3 '-� STA. i2+03,15 F.L. STA. 15+03.65 F.L. STA. 15+18.65 F.L 1 --. N r m\ Ja $ - Q oo }z O STA. 12+03.15 F.O.C. I STA. 15+06.90 F.O.C. STA. 15+21.90 F.O.C. p a I tt 1 t I W r- J X11 d' Cili4. N �> z � C } i 8 ■}.i�O Uai Nd r ( c4 dig p� ME• �,�� U4: a 3.J U15 1 6 U { U17 18 j 19 20 U 21 m OCDO`f uir.: �.((..fO{{fC}}► �{O}� �jU C>t� U' ? i O O Ulii • fZ' Utili ��Zrdui Nr C OtSO r d to Ci Oi U' U i u -Cl; V O 4 t>Dovi +� z v$ Q p -G m i� v tnra� Ln I a ' O Cf W rr rtN rI 7* -ETI .O, O' - YCta.Q OtCf QIImi ` . N mN �U CJ r r i 4 < < + + ( CO EO CD i W Wco, �+- b { 4: i '� {`: i W n ^ ! 4: ED m lri to M Iii 1 W (I�N;ws +� d' M .r -.r- } N; } ^F }M h? Q �, Q ? Q O'Q a Q m++iM Q - D ++O ++1 rrr ( ++ ++ Q Q Q M, t[i M: cp W rrr minVl �a< wl 3+tnt 3+� 3+ ci' 3+^t 3+ 3.+. .:3+ �� 3+ W�i;o co r°c'� �k• ci U) U) r -dc +�'� �"' +�_' {£ ki' io,�'ull v;�',o o ._ w rr WE r cis R mVlN I I rr C4 ix �; t -L' ,ji Kr M; d' �.? Fr +: +. �. <•Q<<+ fr C) «< CU«, , �tffOf m' a r rrr- Cl C2 Eng 4;mm orQ-<I otQrI o od oa o� as a� c� cn'� ad �.i v�cncn m �n Uro it tI: -- 3 4 4 m 5 6 vri} vri 2 N' MITI 7$ N' RAN 2 y? N rr- g 3 �a+cC+it. Cl8 MUM 00 4 C5 SEINER :m , , , CS 1 12+00- - s 13+00 - N 4+� -s - �- _ 15+00 ��i 1s+Oo• s 17+00 - s C5 _ 18+001C13 7 CS -� N 89 5" W 724.37 �, - - �- N �' -- �--C5 Ar 10 �'�-'��" r-iT.rr.r-r- r T;',-,. " °° .�._._,_. _.-,. y- °�° - - - - - - - - - 177 4 10 8 y 1 }0 6 '� < co cv 2 Iv 1 UA m m El c3 0o R cv 21 p 1 \\ ,\ r I 5 d RAN o 0 6 2 ti /W o - ■ r Cf I I rC5 LL: 3 i 0 ' � E+- Ls ; 4. 4: V 3 w ` \ \ -Ya 04:0 + r O N ( I 1 $ 4- Ic�i f�+ c* lrthV gP; _ id LL:o fLOL:op o w o \ N =p M O ^ °D r 'N' c3 r J I I ICJ C { + � '}` tV i + `d ap V ^ V �yZ 00 Z .-.i-j \ ..1 .i0 J I I ( Q Ir },,; i�1?-cY M_ >- iV•}N W >••� ,j} - !+ }� +' } :+}� .J \ \ `\\ ■ pao�o �< O U�E� �' I) () ciE� 1 0 E3,,�+ i �.! 3+ ��3 } � €� � 3 F ia3 � °0 � 3`� $r3 4- r 3 3 3 L �3 ��``\ \\ fl \ � }} mN tCN I WE,,.t y�+ M w+ W+ + WW+ W+ �VOt�O+ r U rNV• EDE10 I >N IE- > }r \\ ` W Nom^ ;+ "N d' En +� s ZE....rrCf •4 . oaoao mtei I I ' r -r oQ ?� oq sNOQ oQ oQ oQ o� .moi »� \ \ \\ \ G opo ^� I +m \\ 1 \\ o \ + +t+ I j t of ; ca ;-- r?lIY En t!!Uf wII + + i { ■ "ate cv <�4cc ao II I Sr + III �r EB.C-END cdG F.L/ -E 6" CURB/ in -END C1G I€ EA EC -END 6 CR/a'E<E.C. 4iB.C.n AM QG F.L BEGIN \ F L GRADE BRE STA. 12+03.14 C.L. 12.00 RT ffi STA. 15+03.64 C.L.- II I STA. 12+03.13 F.L. ( 12.00 RT. - i STA. 15+18.64 C.L.C12.00 RT. S 17+07.07 C.L.C.L 1200 RT. - STA. 18+19.22 C.L. 12.00 RT \ \ \ \ I I STA 12+ STA. 15+03.63 F.L.STA. 15+18.63 F.L.STA. 17+07.06 F.L. STA. 18+19.21 F.L. \ ■ I I III ( 0313 F.O.C. i STA. 15+06.88 F.O.C. ! STA. 15+21.88 F.O.C. STA. 18+25.71 F.O.C. ■ i { - _. _.__ _ e . _. _ - � - - _- _._ --_ - - -ter - aMm-..� RUSSELL. R SHEET 4 WAY PIFFY SEE S 4 L 1N 1 T 1 HAZELWICK DR. ELBURY A SEE MEET 5 (PRIVATE STREET) (STA. 9+98.18 C.L. TO 18+75.51 C.L.) SCALE: 1" = 50' HORIZONTAL } 9+00 366 364 362 360 358 356 354 352 350 348 346 9+00 10+00 11+00 ^I�I"I ^MMI 12+00 13+00 14+00 (STA. 10+00.00 TO 18+13.96) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 16+IM 17+00 18+00 CURVE RADIUS LENGTH TANGENT DELTA Ct 10.00' 7.81' 4.12' 44!44!07* C2 10.00' 8.10' 4.29' t C3 25.00' 41.27' 27.08' 94'35'01' C4 25.00' 39.27' 25.00' 9000100' C5 10.00' 7.95' 4.20' i , C6 25.00' 45.35' 31.96' 103'56'06' C7 10.00' 8.09' 4.28' 46`22'23" C8 10.00' 7.82' 4.12' 44 47'02" C9 25.00' 37.55' 23.33' 86`02'57" CIO 25.00' 39.27' 25.00' 90'00'00" C11 25.00' 31.98' 18.60' 73'17'12" C12 A 9.69' #LLIW C13 512.00' W 13.36' Ld M 500.00' 75.21' 1 37.68' 83-108' P.R.C. STA 12+10.28, 15.00RT. tD tt9 352.36 ©5 i i STA. 12+19.04, F.O.C. i W B.C. STA 14+89.36, 18.00RL i M 353.12 i P.R.0 STA. 14+96.50, 15.00RL W A j m I� M i c 353.16 ® E.C. STA. 15+32.92, 18.00RL La W ® GRADE BREAK STA. 17+07.056 18.00RL t` 353.67 21 B.C. STA. 18+04.94, 18.00RT. STA 18+09.81, F.O.C. 353.42 ® P.R.C. STA. 18+12.08, 15.00RT• STA 18+17.76, F.O.C. 353.35 we mm mm mm man mm UNIT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. La 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ui CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "7" ON SHEET 3 in M mg 3 co O $ + f Q r o W ar- •� CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 1 r i 1 AND 6" REVEAL PER DETAIL '1" ON SHEET 6 M 7 !y � {p i ! - I li k C, "i I 341 W = '-If m d > = Er > ci o ci p GRADE T CEN NtINE_.--.. j -� I _ m O i "' ci vri m - - OXIMA ADE AT f I ; -co '. { ---- r t I 't in r cc I ` i I If % i76 . ta- In O t�' a[ t + U� cw V Ut M .- O w J O +SM ADE AT CENTERLINE Ir.- _ y TI O { .� - I ! GR AT CEN ERIiNE i - { iY p �W ' (i((cc I i + I ! 3 O O .__ _ ^ ! I r i - --- ` - -W - - F-- - W m - W r mN! - - I - Li Enm # 3 :W� i C7 gin (n ` I , I S=+0.61 S=0.25% t t 1 f S=10.251 S=� .31 EE gSTING 0 =0 25 - __j 'tNn - 1 3 --_ N j r T-1S=+O s'E SUNG NDS= y- i N 25X PROPOSED NORTH { -0.25x1 t t =-0 .61 -0. X b, _ o 0' S- .32X ; ' { W 24: L4 s I W W W J } t ILLA # t UJI M M U t M M i I f 1 la W w a •� 1 ! J \ \ ui w ( -i- t _ ------------ �w 9+00 366 364 362 360 358 356 354 352 350 348 346 9+00 10+00 11+00 ^I�I"I ^MMI 12+00 13+00 14+00 (STA. 10+00.00 TO 18+13.96) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 16+IM 17+00 18+00 10+00 11+00 12+00 LEGEND: ABBREVIATIONS FL FLOWNLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH do INSTALL STREET SIGN PER C.O.B. STI). T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SIU. T-1. -<>- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL 5) -E3- FURNISH & INSTALL STREET UG'iT-9500 LUMEN PER C.O.B. STD. ST -14. -cam- EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STT). ST -4. (UNLESS OTHERVIISE NOTED) 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 348 346 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 10.00' 7.81' 4.12' 44!44!07* C2 10.00' 8.10' 4.29' 4625'22" C3 25.00' 41.27' 27.08' 94'35'01' C4 25.00' 39.27' 25.00' 9000100' C5 10.00' 7.95' 4.20' 45'34'23" C6 25.00' 45.35' 31.96' 103'56'06' C7 10.00' 8.09' 4.28' 46`22'23" C8 10.00' 7.82' 4.12' 44 47'02" C9 25.00' 37.55' 23.33' 86`02'57" CIO 25.00' 39.27' 25.00' 90'00'00" C11 25.00' 31.98' 18.60' 73'17'12" C12 488.00' 19.37' 9.69' #LLIW C13 512.00' W 13.36' Ld C14 500.00' 75.21' 1 37.68' 83-108' P.R.C. STA 12+10.28, 15.00RT. j 352.36 ©5 E.C. i STA. 12+19.04, F.O.C. 352.44 W B.C. STA 14+89.36, 18.00RL [[ 353.12 Q P.R.0 STA. 14+96.50, 15.00RL W A M P.R.C. STA. 15+25.78, 15.00RL STA 15+29.83, F.O.C. 353.16 ® E.C. STA. 15+32.92, 18.00RL STA. 15+37.79, F.O.C. LLI ® GRADE BREAK STA. 17+07.056 18.00RL STA 17+11.92, F.O.C. 353.67 21 B.C. STA. 18+04.94, 18.00RT. STA 18+09.81, F.O.C. 353.42 ® P.R.C. STA. 18+12.08, 15.00RT• STA 18+17.76, F.O.C. 353.35 we mm mm mm man mm UNIT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. La 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 13 CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "7" ON SHEET 3 mg PARKING AREA - SEE CONSTRUCTION NOTE 6. co O $ + .M- �r' r o 14 0 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT i 1 AND 6" REVEAL PER DETAIL '1" ON SHEET 6 M 7 � {p i ! - N # v Qr z w = '-If m d > = Er > ci o ci w GRADE T CEN NtINE_.--.. j -� I _ - i "' ci vri m - - OXIMA ADE AT - EASTIN TERU ; -co '. { ---- r t I 't in r cc I ( La Ern i76 . ta- In TI -W - - - - - - - - - - -t - - - - ` I ( S=0.25% t t 1 f S=10.251 S=� .31 EE gSTING 0 =0 25 - 'tNn - 1 3 --_ N j r { t PROPOSED SOUTH FL i N N { W 24: L4 W W W ILLA UJI \ \ ( t t 10+00 11+00 12+00 LEGEND: ABBREVIATIONS FL FLOWNLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH do INSTALL STREET SIGN PER C.O.B. STI). T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SIU. T-1. -<>- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL 5) -E3- FURNISH & INSTALL STREET UG'iT-9500 LUMEN PER C.O.B. STD. ST -14. -cam- EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STT). ST -4. (UNLESS OTHERVIISE NOTED) 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 348 346 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 10.00' 7.81' 4.12' 44!44!07* C2 10.00' 8.10' 4.29' 4625'22" C3 25.00' 41.27' 27.08' 94'35'01' C4 25.00' 39.27' 25.00' 9000100' C5 10.00' 7.95' 4.20' 45'34'23" C6 25.00' 45.35' 31.96' 103'56'06' C7 10.00' 8.09' 4.28' 46`22'23" C8 10.00' 7.82' 4.12' 44 47'02" C9 25.00' 37.55' 23.33' 86`02'57" CIO 25.00' 39.27' 25.00' 90'00'00" C11 25.00' 31.98' 18.60' 73'17'12" C12 488.00' 19.37' 9.69' 2'16'27" C13 512.00' 26.71' 13.36' 2'59'22" C14 500.00' 75.21' 1 37.68' 83-108' 13+00 14+00 15+00 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Ot B.C. STA. 10+81.05, 18.00LT. STA 10+81.23, F.O.C. 352.44 Q P.R.C. STA 10+88.30, 15.05LT. STA. 10+89.03, F.O.C. 352.35 �3 P.R.C. STA. 12+10.28, 15.00LT• STA 12+11.10, F.O.C. 352.37 4 EC. STA. 12+17.42, 18.001-T. STA. 12+19.06, F.O.C. 352.44 Q B.C. STA. 14+89.36, I&OOLT. STA 14+90.99, F.O.C. 353.12 ® P.R.C. STA 14+96.50, 15.001.1. STA 14+98.95, F.O.C. 353.08 © P.R.C. STA 15+25.78, 15.00LT. STA. 15+29.85, F.O.C. 353.16 ® E.C. STA. 15+32.92. 18.00LT. STA 15+37.81, F.O.C. 353.23 Q GRADE BREAK STA 17+07.05. 18.00LT• STA. 17+11.94, F.O.C. 353.67 ® B.C. STA. 17+84.66, 18.00LT. STA. 17+89.55, F.O.C. 353.47 Q P.R.C. STA. 17+91.80, 15.00LT• STA 17+97.50, F.O.C. 353.40 ©2 B.C. STA. 10+88.15, 18.00RT. STA 10+84.93, F.O.C. 352.44 3 P.R.C. STA. 10+95.17, 14.95RT• STA 10+93.03, F.O.C. 352.37 ®4 P.R.C. STA 12+10.28, 15.00RT. STA 12+11.08, F.O.C. 352.36 ©5 E.C. STA 12+17.42, 18.00RT. STA. 12+19.04, F.O.C. 352.44 ® B.C. STA 14+89.36, 18.00RL STA 14+•90.97, F.O.C. 353.12 Q P.R.0 STA. 14+96.50, 15.00RL STA 14+98.93, F.O.C. 353.08 Q P.R.C. STA. 15+25.78, 15.00RL STA 15+29.83, F.O.C. 353.16 ® E.C. STA. 15+32.92, 18.00RL STA. 15+37.79, F.O.C. 353.23 ® GRADE BREAK STA. 17+07.056 18.00RL STA 17+11.92, F.O.C. 353.67 21 B.C. STA. 18+04.94, 18.00RT. STA 18+09.81, F.O.C. 353.42 ® P.R.C. STA. 18+12.08, 15.00RT• STA 18+17.76, F.O.C. 353.35 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 18+34.21) 1111111111 SCALE: 1" = 50' HORIZONTAL LEGEND SCALE: 1" = 5' VERTICAL CONT. SEND (CONT.): CONSTRUCTION NOTES: Rt -1 - L_ FURNISH & INSTALL TRAFFIC SKINS PER C.O.B. SIU. T-19: 'Rt -1' - STOP »�2» 1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1 _ END SCHOOL ZONE '116 -'Rs --1" - ONE NOT ENTER '1114-1' ' - O# I - SCHEDULE 2 CONSTRUCT 5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 AD DEAD TL "R26(CA' - NO PARbNG .W14-1» - DEAD Q FLOWLINE STATION - SEE TABLE NO OUTLET "R3-5R'� - RIGHT TIMI ONLY 'WI4Y NOTE: 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. *M1(CA)" KEEP- DOUBLE ARROW "WI-s" - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED 00-30 - SIGNAL AHEAD WI -1 - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL 4. -- o STORM DRAIN -REFER TO SEVER & STORM DRAIN PLANS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON-THEWOPLASTIC. 5 O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 6. 0 STORM DRAIN MANHOLE - SECTION DESIGNATION: PARKING AREA 6" THICK CONCRETE- SEE DETAIL "2" ON SHEET 6. REFER TO SEWER do STORM DRAIN PLANS CONSTRUCT TYPE "A" SECIM LETO L./ , CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. CATCH BASIN WITH 3.5' OPENING PFR- COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND C.O.B. SM. D-14, UNLESS NOTED OTHERVASE. - - - - 2 GUTTER UP TO A DEPTH OF 12". ® CONSTRUCT TYPE "e CATCH BASIN WITH 3.5' OPENING PER SW *EYE SEMM Is WW INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF C.O.B. SIU. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ® TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. • s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ® SEWER MANHOLE SEWER do STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 9� SEE WALL PLANS FOR PROPOSED BLOCK WALL & GATE DETAILS -REFER PLANS AND DETAILS. 03" 10 TYPICAL STREET CORNER - SEE DETAIL ON SHEET 3. 0 SEWER CLEANOUT - REFER TO SEWER do STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. • ■ ■ � ■ m EEEEEEEEEEEE,t ■ ■ � TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 11 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 3. we mm mm mm man mm UNIT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 13 CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "7" ON SHEET 3 PARKING AREA - SEE CONSTRUCTION NOTE 6. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 14 0 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL '1" ON SHEET 6 SCALE: 1 " = 50' 50 25 0 50 100 Si 1111111111 I�RIIIII a I �cv�lvu: FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE LEGEND i (CONT.), FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1" - STOP "55-2" LEGEND JCQNTj: 0CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCTION 1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CL CENTERLINE BVC BEGIN VERTICAL CURVE A R-1 - ONE WAY - END SCHOOL ZONE "R55-1" - Ofl NOT ENTER -W31 (CA)- - END- Q ITEM OF WOW SEE SCHEDULE 2 ' CONSTRUCT 5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 ELEVWI BCR 8CR ELEVATION EVC END VERTICAL INT CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION I "R3 -5R'" - NO PARKING '04-1" - NO �3..,r�,• _RIGHT lt�l ONLY iM14-2" - NO OUTLET i FLOWUNE STATION - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE I "R4 -r - KEEP RIGHT Wl-r - DOUBLE ARROW - BIKE LANE 'WI -6" - SINGLE ARROW NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. Ali. PERMANENT 4 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED _ + + ENO CURVE TC TOP OF CURB 55 'W3 -3A)" 'WORM" -SIN AHEAD -1" - ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 8.33% MAX STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL 4. PrvC IV POINT TI INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE - - o - STORM DRAIN -REFER r0 SEWER & STORM DRAIN PLANS S OR PER CALTRANS STANDARD SPECIMA71ON PTH-02ALKYD. ALL TEMPORARY STRIPING SHAD. BE �-M RMOPLASTIC. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT P.O.C. POINT ON CURVE FC FINISHED CONCRETE `r STORM DRAIN MANHOLE - 10 AND 11 SEEz AND 6 REVEAL PER DETAIL 1 ON SHEET 6. PA PROPERTY LINE R/W RIGHT-OF-WAY FRONT EDGE REFER TO SEWER & STORM DRAIN PLANS SECTION SECTION DESIGNAII(Y+t: © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "2" ON SHEET 6. E.P. F.O.C. EDGE OF PAVEMENT A.P, ANGLE POINT FACE OF CURB C/G CURB AND GUTTER 0 0 0 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING SECTIN LET11:R O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. P.A.F.L PARKING AREA FLOW LINE IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS T00 SHORT TO PER- A = COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND -- 0.45" a - 12. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - - - - - 0 0 0 GUTTER IJP TO A DEPTH OF 12". OQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 9*FT NOE SECTION IS SIM 2 �0.90� INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF @ EXISTING SURVEY MONUMENT W C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. •J J W U. ® TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. -+- DOME PATTERN (IN-LINE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. s--- SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DETECTABLE REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. - - FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. s SEWER MANHOLE - REFER SMR & STORM DRAIN PLANS. 1• SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O SEE WALL PLANS FOR PROPOSED BLOCK WALL & GATE DETAILS -Q- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ® SEWER CLEANOUT -REFER TO SEWER do STEM GRAIN PLANS. PLANS AND DETAILS. 2, LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. 10 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 3. -� - STANDARD OR APPROVED EQUAL (SEE DETAIL 5) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER � m m eee�� a m ■�e� m w � TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 11 TYPICAL STREET BULGE -SEE DETAIL "6" ON SHEET 3. NONE C.O.B. STD. ST -14. x UNIT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. C EXISTING STREET LIGHT PER SEPARATE APPROV£D STf�ET PLANS n STA. 16+95.94, F.O.C. 2 3. ALL CATCH BASINS TO BE IYPE "A" WITH 3.5 OPENINGS 13 CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "7" ON SHEET 3 AT CURB CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WHIGS AT CURB R=to' 04 PARKING AREA - SEE CONSTRUCTION NOTE 6. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE RAMP) " IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, PER C•O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) RUSSELL RU1UN WAY k Y ® oMi vT 14 CONSTRUCT 6 CONCRETE CURB WITH 120 TOTAL CURB HEIGHT BUT THE MINIMUM MOTH OF THE RAMP SHALL BE V-0'. SEE SHEET 4 B•C• STA 17+74.90, 33.0ORT. 5-0" MIN SEE NOTES 10 AND 11 AND 6 REVEAL PER DETAIL 1 ON SHEET 6 SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF 6: It -:4 _ mml%IATf'•' f 1 I" I 31 P.C.C. N THE RAMP, EXCEPT IN CASE C AND CASE F. 366 364 362 360 358 356 354 352 350 348 346 91 368 366 364 362 360 358 356 354 352 350 348 346 HAZELWII M DR. (( I i �' N -' io �, I I K I I _r ; SEE SHEET 5 --t-l"A) STATIONING TABLE - MEDIAN CURB STATIONING TABLE REF. NO DESCRIPTION 80RDER WITH 1j4 GROOVES APPROXIMATELY 3/4 ON CENTER. SEE NOTES: MAX -1 C.L STATION F.O.C. STATION A GUTTER FLOWUNE 1. 11 AS SITE CONDITIONS DICTATE. CASE A THROUGH CASE G CURB RAMPS MAY SIDEWALK TRANSITIONS FROId RAMPS AND L.ANOING TO WALKS, GUTTERS OI2 STREETS SHALL Q I 1/4" STA 10+20.61, F.O.C. BE FLUSH AND FREE OF ABRUPT CHANGES. r 0 NOT USED BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN I xSIDEWALKDETAIL MAXIMUM SLOPES OF ADJONING GUTTERS, THE ROAD SURFACE IMMEDIATELY NOT USED MAX e- _ + + i 55 ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO 8.33% MAX STA. 11+24.51, 5.00RT. b� ? -SEE NOTES SECTION A -A � 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED SEE `r oM emu 10 AND 11 SEEz STA. 12+34.42, F.O.C. o s FRONT EDGE bo v AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. NOTE 7 ® PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. _ 0 0 0 NOTE 7 '� THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET STA 15+81.55, 2U.00LT. SIDEWALK 2 IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS T00 SHORT TO !i- { -= = FRONT -- 0.45" a - 12. SIDEWALK AND RAMP THICKNESS, "T', SHALL BE 3.5" MINIMUM. CENTER 0 0 0 ACCOMMODATE RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, 13. UTILITY BILL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACIUTIES SPACING RAISED TRUNCATED EDGE OF6" �0.90� STA 17+83.68, F.O.C. WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR T0, OR IN CONJUNCTION WITH, Q W THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B. OR C OR •J J W U. ' J SIDEWALK P.R.C. DOME PATTERN (IN-LINE STA 19+2279, F.O.C. 351.92 ii MAY BE WIDENED AS IN CASE D. DETECTABLE WARNING SURFACE 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON s STA. 10+22.01, 33.00RT. TYP I WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK SI sh SEE NOTE 10 STA. 13+00.89, F.O.C. 6'I a 91 4 CURB RAMP 99499 DETAIL 4» CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. R='° y� A SCALE: IN ACCORDANCE NONE N4 It (n_ x RETAINING 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB GIDE AND THE FLARED IDX MAX °nom CALTRANS_ STD. A88A 10% MAX n STA. 16+95.94, F.O.C. 2 SIDES OF , ! SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. AT CURB k 1 AT CURB R=to' 04 I o0o RAMP) 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, ! STA 17+48.03, F.O.C. k Y ® oMi vT { { J <� _i Mf Q M1iw C.�C4 � `�' + � " +, BUT THE MINIMUM MOTH OF THE RAMP SHALL BE V-0'. A B•C• STA 17+74.90, 33.0ORT. 5-0" MIN SEE NOTES 10 AND 11 . SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF Cz . to 31 P.C.C. N THE RAMP, EXCEPT IN CASE C AND CASE F. ! ® U V Al1E AT �I 7 THE CURB RAMP SHALL BE OIITUNF.0 AS SHO " Jim . ■ aa� ■ a eeee� e!_ ■ ■ l• V V/ 1 ♦A m e / 1 v 1 e B v V (PRIVATE STREET) (STA. 10+00.00 C.L. TO 20+05.17) SCALE: l" = 50' HOR17ONTAL CASE A CASE F WN, mTH A' _fl WIDE ■ 0 U\ STATIONING TABLE - MEDIAN CURB STATIONING TABLE REF. NO DESCRIPTION 80RDER WITH 1j4 GROOVES APPROXIMATELY 3/4 ON CENTER. SEE REF. NO. DESCRIPTION C.L STATION F.O.C. STATION GROOVING DETAIL GUTTER FLOWUNE TOP OF 4'-0" MIN 'PROXIMA1flY 3%4' & TRANSITIONS FROId RAMPS AND L.ANOING TO WALKS, GUTTERS OI2 STREETS SHALL Q EC. 1/4" STA 10+20.61, F.O.C. BE FLUSH AND FREE OF ABRUPT CHANGES. r 0 NOT USED --1 •-1/4' I 9. MAXIMUM SLOPES OF ADJONING GUTTERS, THE ROAD SURFACE IMMEDIATELY NOT USED MAX e- _ + + i 55 ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED ® 8.33% MAX STA. 11+24.51, 5.00RT. © 5 PERCENT WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. SEE NOTE 9 SECTION A -A GROOVING DETAIL TAIL 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS nC4 m9 v n c 351.07 oM emu THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. STA 12+32,01, 29.00LT. STA. 12+34.42, F.O.C. o ❑9 DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS bo v STA 12+43.70, F.O.C. 351.18 ® PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. STA. 15+73.55, 33.00I..T 0 0 0 352.01 11, THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET STA 15+81.55, 2U.00LT. f i c Q !i- { SHALL BE BETWEEN 6" FROM THE GUTTER FLOWUNE. CENTER TO 2.35' ° 0 0 -- 0.45" a E.C. 12. SIDEWALK AND RAMP THICKNESS, "T', SHALL BE 3.5" MINIMUM. CENTER 0 0 0 TOP DIA 13. UTILITY BILL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACIUTIES SPACING RAISED TRUNCATED BASE �0.90� STA 17+83.68, F.O.C. WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR T0, OR IN CONJUNCTION WITH, Q W DIA •J J W U. ' J Q P.R.C. DOME PATTERN (IN-LINE STA 19+2279, F.O.C. 351.92 ii CURB RAMP CONSTRUCTION. DETECTABLE WARNING SURFACE 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON s STA. 10+22.01, 33.00RT. USED TRUNCATED DOME 351.39 WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON SI sh SEE NOTE 10 STA. 13+00.89, F.O.C. 6'I PROJECT PLANS. P.A F.L 91 4 CURB RAMP 99499 DETAIL 4» 351.27 R='° y� A SCALE: IN ACCORDANCE NONE N4 It (n_ R=25' M� rpt 3 ? _t _•-•R .15' ' �9� WITH CALTRANS_ STD. A88A d STA. 16+89.44, 33,OORT. STA. 16+95.94, F.O.C. MIN ® , ! ,. _ k 1 i R=to' 04 I 0 U\ (STA. 10+01.06 TO 19+42.43) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 10+00 STATIONING TABLE - MEDIAN CURB STATIONING TABLE REF. NO DESCRIPTION C.L STATIM REF. NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. 1 B.C. STA 10+00.00, 33,001-T• STA 10+00.00, F.O.C. 351.43 Q EC. STA. 10+22.01, 310OLT. STA 10+20.61, F.O.C. 351.38 0 NOT USED ® E.C. STA. 10+22.01, 5.00RT. 04 NOT USED ® B.C. STA. 11+24.51, &DOLT. 55 NOT USED ® E.C. STA. 11+24.51, 5.00RT. © B.C. C4 j Ij 351.17 �7 P.R.C. nC4 m9 v n c 351.07 oM emu P.R.C. STA 12+32,01, 29.00LT. STA. 12+34.42, F.O.C. o ❑9 f, o- M r. bo v STA 12+43.70, F.O.C. 351.18 ® B.C. STA. 15+73.55, 33.00I..T STA 15+77.24, F.O.C. 352.01 11 P.R.C. STA 15+81.55, 2U.00LT. f i , Q !i- { STA. 16+1255, 29.001-T• STA 16+20.06, F.O.C. {40M a E.C. STA 16+20.55, 33.012T. STA. 16+29.33, F.O.C. 352.13 I iI i! ! E STA. 17+41.72,. 33.00LT. STA 17+50.50, F.O.C. ZW O j •J O N -e lL'. LA4W STA 17+83.68, F.O.C. W Q W STA. 19+14.09, 33.01117. •J J W U. ' J Q P.R.C. STA. 19+22.47, 29.07LT• STA 19+2279, F.O.C. 351.92 ii 1 STA. 10+00.00, 310ORL ti 351.45 ® ! STA. 10+22.01, 33.00RT. z 351.39 ' W' STA. 13+00.89, F.O.C. 6'I I .�b •-�>tj -4 - ! w z W � J -� .:I �W ik { STA. 13+07.49, 29.00RT fi 351.27 ® Vf� STA. 13+38.49, 29.00RT. Q In N4 It (n_ ® M� rpt 3 ? M F zz Q W vi^ d STA. 16+89.44, 33,OORT. STA. 16+95.94, F.O.C. i ® , ! STA. 16+97.44, 29.00 RL _ k 1 i P.R.C. I t f i E.C. ! STA 17+48.03, F.O.C. k Y ® oMi vT { { J <� _i Mf Q M1iw C.�C4 � `�' + � " +, 352.43 ® B•C• STA 17+74.90, 33.0ORT. V + C ® .-Lta. Cz . to 31 P.C.C. N c i ! ® U V Al1E AT �I 351.84 OZLd w �� lF _ 111; W z '_ Wo W '<�a V : Q amine M JI > �> �~ 4iN d a. ci< Vi ad F- `? ' { ( _ J I ( I �•- •- -T --1- cis < •NOW Nj f cI tJ1 I (/) I W L41 m j _ q I i - v i i ! i r 1 O d r4: NhG ZS2 S 1 4 I� W i 0)W Z� + ^+: ;; °- AFPMPR G)9 GRADE ATE EN CEN NE -�--_� k I i ; ; �_ # I m I -4- 1 SLOPE ATCH _ 1�-• - - ^ ii� 0- -olsy! - -- -- I -i L.i v''i -- - - _+ . - - -Z N -- ---- -- ---- -- --- t 7s= -- ---- i -- PROPOSI D NORTH FL -PROPOSED c 3 -- - --�� NORTH FLJ I 1 S +O. x i u4�I y>4 4: SLOPE ATCHSTING S -----0.25X uj La i ii S= .28x S-_ 28% PROPOSED TH FL - L j( W W M W W La M0 t -- j Q 00 10+00 11+00 13+00 14+00 f 15+00 16+nn 174 -nn mR nn (STA. 10+01.06 TO 19+42.43) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 10+00 STATIONING TABLE - MEDIAN CURB STATIONING TABLE REF. NO DESCRIPTION C.L STATIM REF. NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. 1 B.C. STA 10+00.00, 33,001-T• STA 10+00.00, F.O.C. 351.43 Q EC. STA. 10+22.01, 310OLT. STA 10+20.61, F.O.C. 351.38 0 NOT USED ® E.C. STA. 10+22.01, 5.00RT. 04 NOT USED ® B.C. STA. 11+24.51, &DOLT. 55 NOT USED ® E.C. STA. 11+24.51, 5.00RT. © B.C. STA 11+04.01, 33.00LT. STA. 11+02.61, F.O.C. 351.17 �7 P.R.C. STA 11+12.01, 29.00LT. STA. 11+11.88, F.O.C. 351.07 ® P.R.C. STA 12+32,01, 29.00LT. STA. 12+34.42, F.O.C. 351.08 ❑9 EC• STA 12+40.01, 33.00LT. STA 12+43.70, F.O.C. 351.18 ® B.C. STA. 15+73.55, 33.00I..T STA 15+77.24, F.O.C. 352.01 11 P.R.C. STA 15+81.55, 2U.00LT. STA 15+86.51, F.O.C. 351.95 Q P.R.C. STA. 16+1255, 29.001-T• STA 16+20.06, F.O.C. 352.03 a E.C. STA 16+20.55, 33.012T. STA. 16+29.33, F.O.C. 352.13 4 GRADE BREAK STA. 17+41.72,. 33.00LT. STA 17+50.50, F.O.C. 352.43 15 B.C. STA 17+74.90, 33.00LT. STA 17+83.68, F.O.C. 352.35 Q P.R.C. STA. 19+14.09, 33.01117. STA 19+13.68, F.O.C. 352.02 Q P.R.C. STA. 19+22.47, 29.07LT• STA 19+2279, F.O.C. 351.92 ii B.C. STA. 10+00.00, 310ORL STA. 10+00.00, F.O.C. 351.45 ® EC. STA. 10+22.01, 33.00RT. z 351.39 ® B.C. 11 STA. 13+00.89, F.O.C. 351.33 ©1 P.R.C. STA. 13+07.49, 29.00RT STA. 13+10.16, F.O.C. 351.27 ® P.R.C. STA. 13+38.49, 29.00RT. STA 13+43.71, F.O.C. 351.35 ® EC. STA 13+46.49, 33.00RT. STA. 13+52.98, F.O.C. 351.45 ® B.C. STA. 16+89.44, 33,OORT. STA. 16+95.94, F.O.C. i ® , ! STA. 16+97.44, 29.00 RL STA 17+05.21, F.O.C. 352.24 ® P.R.C. STA 17+28.44, 29.00RT. STA 17+38.76, F.O.C. 352.32 © E.C. STA 17+36.44, 33.00RL STA 17+48.03, F.O.C. 352,42 ® GRADE BREAK STA. 17+41.72, 31OORL STA 17+53.31, F.O.C. 352.43 ® B•C• STA 17+74.90, 33.0ORT. STA. 17+86.48, F.O.C. 352.35 ® NOT USED 31 P.C.C. STA. 19+30.51, 33.00RT. STA 19+52.37, F.O.C. ! ® U V STA. 19+38.16, 28.94RT• STA 19+61.79, F.O.C. 351.84 OZLd w �� t i F- `? J I I LLA I i F J _ i i ! i r 1 O d r4: NhG ZS2 S 1 4 I� W i 0)W Z� + ^+: ;; °- AFPMPR G)9 GRADE ATE EN CEN NE -�--_� k I i ; ; �_ # I m I -4- 1�-• ^ ii� 0- x - -- -- I -i L.i v''i -- - - y- - - -Z N -- ---- -- ---- -- --- -- ---i---j -- ---- i -- c� - q- < -- ---- 3 -- - --�� I 1 S +O. x i 4: SLOPE ATCHSTING S -----0.25X i ii S= .28x S-_ 28% PROPOSED TH FL - L t -- j E k f 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 9+98.94 TO 19+73.92) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL I A �i G It 366 ; -f 364 362 360 358 356 354 352 350 348 346 20+00 368 366 364 362 360 358 356 354 352 350 348 346 STATIONING TABLE - MEDIAN CURB STATIONING TABLE REF. NO DESCRIPTION C.L STATIM REF. NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. 1 B.C. STA 10+00.00, 33,001-T• STA 10+00.00, F.O.C. 351.43 Q EC. STA. 10+22.01, 310OLT. STA 10+20.61, F.O.C. 351.38 0 NOT USED ® E.C. STA. 10+22.01, 5.00RT. 04 NOT USED ® B.C. STA. 11+24.51, &DOLT. 55 NOT USED ® E.C. STA. 11+24.51, 5.00RT. © B.C. STA 11+04.01, 33.00LT. STA. 11+02.61, F.O.C. 351.17 �7 P.R.C. STA 11+12.01, 29.00LT. STA. 11+11.88, F.O.C. 351.07 ® P.R.C. STA 12+32,01, 29.00LT. STA. 12+34.42, F.O.C. 351.08 ❑9 EC• STA 12+40.01, 33.00LT. STA 12+43.70, F.O.C. 351.18 ® B.C. STA. 15+73.55, 33.00I..T STA 15+77.24, F.O.C. 352.01 11 P.R.C. STA 15+81.55, 2U.00LT. STA 15+86.51, F.O.C. 351.95 Q P.R.C. STA. 16+1255, 29.001-T• STA 16+20.06, F.O.C. 352.03 Q E.C. STA 16+20.55, 33.012T. STA. 16+29.33, F.O.C. 352.13 4 GRADE BREAK STA. 17+41.72,. 33.00LT. STA 17+50.50, F.O.C. 352.43 15 B.C. STA 17+74.90, 33.00LT. STA 17+83.68, F.O.C. 352.35 Q P.R.C. STA. 19+14.09, 33.01117. STA 19+13.68, F.O.C. 352.02 Q P.R.C. STA. 19+22.47, 29.07LT• STA 19+2279, F.O.C. 351.92 18 B.C. STA. 10+00.00, 310ORL STA. 10+00.00, F.O.C. 351.45 ® EC. STA. 10+22.01, 33.00RT. STA 10+23.41, F.O.C. 351.39 ® B.C. STA. 12+99.49, 33.00RT• STA. 13+00.89, F.O.C. 351.33 ©1 P.R.C. STA. 13+07.49, 29.00RT STA. 13+10.16, F.O.C. 351.27 ® P.R.C. STA. 13+38.49, 29.00RT. STA 13+43.71, F.O.C. 351.35 ® EC. STA 13+46.49, 33.00RT. STA. 13+52.98, F.O.C. 351.45 ® B.C. STA. 16+89.44, 33,OORT. STA. 16+95.94, F.O.C. 352.30 ® P.R.C. STA. 16+97.44, 29.00 RL STA 17+05.21, F.O.C. 352.24 ® P.R.C. STA 17+28.44, 29.00RT. STA 17+38.76, F.O.C. 352.32 © E.C. STA 17+36.44, 33.00RL STA 17+48.03, F.O.C. 352,42 ® GRADE BREAK STA. 17+41.72, 31OORL STA 17+53.31, F.O.C. 352.43 ® B•C• STA 17+74.90, 33.0ORT. STA. 17+86.48, F.O.C. 352.35 ® NOT USED 31 P.C.C. STA. 19+30.51, 33.00RT. STA 19+52.37, F.O.C. 351,94 ® P.R.C. STA. 19+38.16, 28.94RT• STA 19+61.79, F.O.C. 351.84 368 366 364 362 360 358 356 354 352 350 348 346 SCALE: 1 " = 50' 50 25 O 50 100 STATIONING TABLE - MEDIAN CURB RADIUS REF. NO DESCRIPTION C.L STATIM E.P. ELEV. T.C. ELEV. ® B.C. STA. 10+00,00, 5.00LT. 351.30 351.80 ® B.C. STA. 10+00.00, 5.00RT. 351.32 351.82 ® E.C. STA. 10+22.01.5.0OLT• 351.25 351.75 ® E.C. STA. 10+22.01, 5.00RT. 351.26 351.76 ® B.C. STA. 11+24.51, &DOLT. 351.00 351.50 ® E.C. STA. 11+24.51, 5.00RT. 351.01 351.51 ® B•C• STA. 12+19.51, &OOLT. 351.00 351.50 ® E.C. STA. 12+19.51, &DORT. 351.00 351.50 Q B.C. STA. 15+00.95, 5.00LT. 351.69 352.19 © E.C. STA. 15+00.95, 5.00RT. 351.69 352.19 ® B.C. STA. 15+55.95, 5.00LT, 351,84 35234 ® E.C. STA. 15+55.95, 5.00RT. 351.83 C13 ® B.C. STA. 17+74.90, 5.00LT. ____352.33 352.22 352.72 ® B.C. STA. 17+74.90, 5.00RT. 352.22 35272 ® E.C. STA. 19+32.04, 5.00LT. 351.85 352.35 ® E.C. STA. 19+32.04, 5.00RL 351.81 352.31 SCALE: 1 " = 50' 50 25 O 50 100 DETAIL "3" TYPICAL CORNER N.T.S. LOT SIDE 5' SIDEWALK PA R-_10' R=10' pl�/:'_10 '' 15' '- P.A.F.L. q PRIVATE STREET DETAIL "6" TYPICAL BULGE N.T.S. LOT SDE 5' SID } ALK/-P/L R=10' _ R=10' in uj N P.A.F.L. - - - PRIVATE STREET DETAIL "7" TYPICAL BULGE N.T.S. CURVE TABLE CURVE RADIUS LENGTH PA7 ' DELTA Cl 484.50' 20.61' 10.30' 2126'12" C2 10.00' 9.27' W 53'07'48" iC3 25.x' 39.27' 25.00' P.A.F.L C4 467.00' 130.01' 65.43' 15'57'01" j. =10' 9.10' LOT SIDE 5209'47" kC6 10.00' 9.44' 5' SIDEWALK 5406'35' � T 41.13' 26.93' 12 C8 25.00' 37.74' 23.52' DETAIL "3" TYPICAL CORNER N.T.S. LOT SIDE 5' SIDEWALK PA R-_10' R=10' pl�/:'_10 '' 15' '- P.A.F.L. q PRIVATE STREET DETAIL "6" TYPICAL BULGE N.T.S. LOT SDE 5' SID } ALK/-P/L R=10' _ R=10' in uj N P.A.F.L. - - - PRIVATE STREET DETAIL "7" TYPICAL BULGE N.T.S. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 484.50' 20.61' 10.30' 2126'12" C2 10.00' 9.27' 5.00' 53'07'48" iC3 25.x' 39.27' 25.00' 9000'00' C4 467.00' 130.01' 65.43' 15'57'01" C5 10.00' 9.10' 4.89' 5209'47" kC6 10.00' 9.44' 5.11' 5406'35' C7 25.00' 41.13' 26.93' 9415'29" C8 25.00' 37.74' 23.52' 86'29'57" C9 MOD! 9.12' 4.91' 5216'06" CIO 10.00' 9.43' 5.10' 5400'06" C11 533.00' 97.01' 48.64' 10'25'44" C12 550.50' 23.41' 11.71' 2'2612" C13 492.50' 20.95' 10.47' 226'12" C14 1 475.00' 167.53' 84.64' 2012'29" C15 525.00' 194.05' 98.14' 2110'39" C16 54250' 23.07' 11.54' 2'26'12" C17 517.50' 2201' 11.01' 2'26'12' C18 500.00' 224.58' 114.21' 25'44'05" • !- 70r1; __m/ 0, rn 0 M M < d - v0 Z LL_ I < J W U M = 00 3 d La to C) N cr W Y Q m U na cz • rj N P-4 ct e IL < CCS � uu i U cz • rj N P-4 ct e IL < CCS � OD lu w U. O LEGEND: �REVIATONS A REV LEGEND R1-1 t (CON ): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rl-1" - STOP "S5-2' LEGEND (CONT.): O CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCTION < -1> NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 25.00' FL FLOWLINE POVC POINT ON VERTICAL CURVE 90100,00" -END SCHOOL ZONE "W31(CA)' Q ITEM OF WORK - SEE SCHEDULE 7 4 C 4.20' t ` CL CENTERLINE BVC BEGIN VERTICAL CURVE Ln 'R5-1' - DO NOT ENTER - ENO 86`02'57" 2 CONSTRUCT 5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 41.27' ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION C5 'R3 -5R " - NO PARKING "�n4-1' _ DEAD � 'R3-�'� - RIGHT TURN ONLY - � �� 1Q FLOWI INE STATION -SEE TABLE 511 1-1 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. C6 ECR BC BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 6.67' ,�'�'? 'R81(C - KEEP RIGHT WI -7" - DOUBLE ARROW 'R81(CA)' - BN(E LANE "WI -6 - SINGLE ARROW NOTE - SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 4• O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED Kl � n EC END CURVE TC TOP OF CURB W "W3-30 - SIGNAL AHEAD "WH -1' - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALIRANS STANDARD SPECIFICATION PTH-02ALKY0. 515109" STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL 4. 20.00' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE ------p STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC . ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT "1" - 11 N 0'131 '05" E 315.00' t0 13 00 ' STA. 13+82.76, 18.00LT. d Lo 352.44 Q P.R.C. AND 6" REVEAL PER DETAIL ON SHEET 6. STA. 10+7295, F.O.C. P.O.C. PA POINT ON CURVE FC FINISHED CONCRETE PROPERTY UNE R/W RIGHT-OF-WAY 5 STORM DRAIN MANHOLE - SECTION DESIGNATION: �6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "2" ON SHEET 6. 4" E.P. F.O.C. EDGE OF PAVEMENT A.P. ANGLE POINT FACE OF CURB C/G CURB AND GUTTER MUM REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 15' OPENING PER SECM LEM O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 351.80 © STA 13+74.14, 15.00RL STA. 13+78.20, F.O.C. k- /4 6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND Z 8 N P.A.F.. PARKING AREA FLOW UNE W C.O.B. STD. 0-14. UNLESS NOTED OTHERWISE. - - - - - - 2 2 1 1 GUTTER UP TO A DEPTH OF 12'. C Qi FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 8 CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER EFlE SHEET WHSEc110N is std ' INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF W 9 EXISTING SURVEY MONUMENT -O _I IL) C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ,>+, JCo ® TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. I tip -}-- A=I FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. s SEWER -REFER TO EWER &STORM GRAIN PLANS L��OIE�_ o REMOVE WITH S OF ADJACENT& IN I 3 t --�>- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O SEE WALLDPLANSGFC�RGN PROPOSED BLOCKNWALTE DETAILS ;.i J W I - f B.C.-END C&G F.L/ PLANS AND DETAILS. . " O> -o-, FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER CO.B. t SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. 10 TYPICAL STREET CORNER - SEE DETAIL 3 ON SHEET 3. _. � STANDARD OR APPROVED EQUAL (SEE DETAIL 5) OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO 11 TYPICAL STREET BULGE -SEE DETAIL '6" ON SHEET 3. -1�., -cam FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ■ ■ ■ ■ ■ ■ � TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. STA. 13+67.00 C.L. 12.00 RT. _ STA. 13+68.55 F.L.II T UNIT BOUNDARY �--� STA, 10+65.00 F.O.C.1 ' t nor -c}- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 1 ( NORTH 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS t 3 CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "7" ON SHEET 3 STA. 13+70.25 F.O.C. 1 N, ± to CONSTRUCT 1$ BOTTOM WIDTH DRIVEWAY W/3 WINGS + f _ PARKING AREA -SEE CONs1RUCnON NOTE s. PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. j M o AT PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W ,,% " •- � t4 " " CONSTRUCT 6 CONCRETE CURB WITH 12 TOTAL CURB HEIGHT '1" �� 3 J M M -J �' EXISTING FLi _ m . - AND 6" REVEAL PER DETAIL ON SHEET 6 o .�, _ °• t t } I I I) I e If If u PARK XZN I T o J J LOT A B.C.R. BEGIN ' CRO N s (14 N STA. 12+79.28 C.L. 12.00 LTA. = a: n nQ. I I i l i C3 d STA. 12+79.28 F.L -s O o i ci " IN I T + Z} I I I� U4. -i -iJO cog �� p -i -rd " VC)� N o O 8 a 4: v 4:4: ci ts: �,_ d E.C.-ENO 6 CURB/ f o d 1 I ci `C4 gt7 V n n N t9 �- r tD J t= C► , -i O` U r o<� �� oo�s nnc5 jj Wuf� ' U�� �Ja }M Qr� 1 2 c3 -+�� c '�'F' ni C' tri to f i STA. 12+64.28 C.L 12.00 LT. _ + "'� ? C) 4 L_ Q Qui o . c3'.-�- II i -�-+ ui �ntn to mto n � � + / s co M ao 3 t i �- � z' o �o z '! + �' z' � � + STA. 12+64.2$ F.L. �''� �- ( I It 0 M co 002 c �+• irn Q I`r� �O'o J I I t Q Q W W W STA. 12+70.7$ F.O.C. '1 z ,� In Irn `nn In c.) CD o n `o •- o z c o "' o I I i E -F -t- o I --r- F- �' �-t- t- top M o " ++ + } d + {. UJ �J p , j m Uf N I T (A W t/f N !!! m t/) t/f N r' d ^ �- e- W r � r N } d i� Ilj m� � 117 mci oon Ili z I RAN `, �+ Lit~nv�iv ���-r`r- R 1 3 4 6 7 8 ad to to cn :to 2 � 366 364 362 360 358 356 354 352 350 348 346 Fm m 1'J CURVE RADIUS LENGTH TANGENT N -- 25.00' 39.27' - - - _ 90100,00" C2 C3 7 4 C 4.20' t ` C3 25.00' Ln 23.33' 86`02'57" 25.00' 41.27' 27.x' 94'35'01' C5 25.00' 39.83' 511 1-1 91'16'23" C6 20.00' 12.87' 6.67' 36'52'12" C7 25.00' 38.81' Kl � n 8856'37' C2 W C2 C2 1.04' 515109" . �, 20.00' Q11 LL] 1.04' 10+00 4 1 11+00 STA. 13+8294, F.O.C. ~ - 11 N 0'131 '05" E 315.00' t0 13 00 ' STA. 13+82.76, 18.00LT. d Lo 352.44 Q P.R.C. ^ STA. 10+7295, F.O.C. C2 N Co 5 M - s 12+00 1 4 4 1 :N 0'13' 5' E 192.50'-(t�- + SE 1 8" i;�I " R N 4" W STA. 12+50.34, F.O.C. 3 t STA 12+55.86, 15.00RT• JW 351.80 © STA 13+74.14, 15.00RL STA. 13+78.20, F.O.C. 35236 6 E.C. Z 8 N C 1 W W W STA. 22+84.13, 30.00LT• 2 1 1 -a C 7 Ct A ci _ 1 6 2 ` ' !!1 W U R -O _I IL) U ,>+, JCo 354.05 I tip A=I I t0' � o Qso --f---.--��--- +0.78 I ; c=+aWO.7 3 t SOU FL 11 OIC R/v O o .cif j W I W f B.C.-END C&G F.L/ E.C.-END 6" CURB/ O> o cd t i! j B.C./END C&G F.L/ W W I II to STA. 10+65.00 C,L 12.00 RT. STA. 10+65.00 F.L. Q `.' STA, 12+63.00 C.L. 12.00 RT STA 12+63.00 F.L. i I ( EX}STIN STA. 13+67.00 C.L. 12.00 RT. _ STA. 13+68.55 F.L.II T �--� STA, 10+65.00 F.O.C.1 ' t nor N ' STA. 12+66.25 F.O.C. 1 1 ( NORTH FL ----'I I i STA. 13+70.25 F.O.C. 1 N, ± to an° + QC o c.i 0 j , I AT NE W N . •- � a H ; N EXISTING FLi _ m . - ' 'I E.C.R. R BEGIN 12! CROSS GUTTER STA. 10+5A 0.00 C.L.C.L 12.00 RT STA. 12+78.00 C.L.C. = , L 12.00 RT. = I CROSS GUTTER 13+52.55 F.L.0 C.L. 12.00 RT. _ 1 ! 3+5F.PEMBERLLY PASSAGE AVE STA 10+50.00 F.L. i STA. 12+78.00 F.L. i + i ' I I E SfIEE NTERUNE 17 ► I I 14u ' IN I T , I C3 m t1 t f 41 to a0 to EIMRY AVE SEE SHEET 2 ' j RUSSELL RUTLIN WAY I (PRIVATE STREET) o f 4:1 9LOPE MATCH (STA. 10+00.00 C.L. TO 15+07.50 C.L.) o SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 350 348 346 Fm m 1'J CURVE RADIUS LENGTH TANGENT N Cl 25.00' 39.27' 25.00' 90100,00" C2 10.00' 7.95' 4.20' 45'3423" C3 25.00' Ln 23.33' 86`02'57" C4 25.00' 41.27' 27.x' 94'35'01' C5 25.00' 39.83' 511 1-1 91'16'23" C6 20.00' 12.87' 6.67' 36'52'12" C7 25.00' 38.81' Kl � n 8856'37' C8 W 2.08' 1.04' 515109" N 20.00' Q11 LL] 1.04' 5'57'09" P.R.C. STA 13+75.62, 15.00I•T• STA. 13+8294, F.O.C. 352.37 - E.C. STA. 13+82.76, 18.00LT. d Lo 352.44 Q P.R.C. ^ STA. 10+7295, F.O.C. 351.34 M IA } M STA. 10+80.91, F.O.C. 351.42 ©3 B.C. W STA. 12+50.34, F.O.C. f ® t STA 12+55.86, 15.00RT• JW 351.80 © P.R.C. STA 13+74.14, 15.00RL STA. 13+78.20, F.O.C. 35236 6 E.C. W W 1 W W W STA. 22+84.13, 30.00LT• STA. 22+8287, F.O.C. -a ® E.C. ca m ci 353.81 ` ' !!1 W 1 ® -O _I IL) STA 23+37.77, 30.00LT• ,>+, JCo 354.05 I tip I 0.75% � > j 5=+1 n0% m0.38% S= --f---.--��--- +0.78 I ; c=+aWO.7 PR SOU FL OIC M O o .cif j W I W W c�0 O> o cd t W W I { to z Z Q `.' i 1� EX}STIN GRADE T �--� ' t nor 1 o NORTH FL ----'I { m 0 IOMMATE ± to an° + QC o c.i 0 j , d AT NE W N . •- � a H ; N EXISTING FLi i + AT a NTERUNE �,I I ' C3 m t1 t f 41 to a0 to j I o f 4:1 9LOPE MATCH IMING o Jv GROU 40 0.74% ro =+ .251 a ! i , 5&-+-T25;;S=+0.6 MA IM ! us •- N p T FL E)09 ING GROUND f cs t=� Z Z j f i n > > S= 0.74% S=Too > W W ujC t 1 Sm ,A tD N j C; 10+00 M 11+00 12+00 13+00 14+00 (STA. 10+50.00 TO 15+09.05) SCALE: 1" = 50' HORIZONTAL 366 SCALE: 1" = 5' VERTICAL 364 362 360 358 356- 354- 352 350 348 346 m 15+00 10+00' �I M 11+00 VA 12+00 13+00 14+00 (STA. 10+50.00 TO 15+09.05) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 348 346 CURVE TABLE ._ CURVE RADIUS LENGTH TANGENT N Cl 25.00' 39.27' 25.00' 90100,00" C2 10.00' 7.95' 4.20' 45'3423" C3 25.00' Ln 23.33' 86`02'57" C4 25.00' 41.27' 27.x' 94'35'01' C5 25.00' 39.83' 25.56' 91'16'23" C6 20.00' 12.87' 6.67' 36'52'12" C7 25.00' 38.81' 24.54' 8856'37' C8 20.00' 2.08' 1.04' 515109" C9 20.00' 2.08' 1.04' 5'57'09" P.R.C. STA 13+75.62, 15.00I•T• STA. 13+8294, F.O.C. 352.37 ® E.C. STA. 13+82.76, 18.00LT. STA. 13+90.89, F.O.C. 352.44 Q P.R.C. STA. 10+72.14, 15.00RL STA. 10+7295, F.O.C. 351.34 © E.C. STA. 10+79.28, 18 SRT. STA. 10+80.91, F.O.C. 351.42 ©3 B.C. STA. 12+48.72, 18.00RT. STA. 12+50.34, F.O.C. 351.84 ® P.R.C. STA 12+55.86, 15.00RT• STA. 12+58.30, F.O.C. 351.80 © P.R.C. STA 13+74.14, 15.00RL STA. 13+78.20, F.O.C. 35236 6 E.C. STA 13+81.28, MOORT. STA. 13+86.16, F.O.C. M M P.R.C. STA. 22+84.13, 30.00LT• STA. 22+8287, F.O.C. -a ® E.C. STA. 22+96.13, 34.00LT. ci 353.81 ® B.C. STA 23+25.77, 34.00LT• J 354.04 ® P.R.C. STA 23+37.77, 30.00LT• STA. 23+38.25, F.O.C. 354.05 I tip � ti t6- 0.75% � > j 5=+1 n0% m0.38% S= --f---.--��--- +0.78 I ; c=+aWO.7 PR SOU FL _ w .cif j W I W W o t W W S� { z Z Q `.' i 1� W tin T ' t nor 1 o NORTH FL ----'I { m APP IOMMATE mcq an° j i QC o N j , { 1 ; EXISTING FLi i + AT a NTERUNE �,I I C3 G3 t1 t f 41 to a0 to o ! ro 4:1 MA IM E)09 ING GROUND f S= 0.74% S=Too 1 Sm ,A tD N j C; Iu H I 1 J � W l a 10+00' �I M 11+00 VA 12+00 13+00 14+00 (STA. 10+50.00 TO 15+09.05) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 348 346 CURVE TABLE ._ CURVE RADIUS LENGTH TANGENT DELTA Cl 25.00' 39.27' 25.00' 90100,00" C2 10.00' 7.95' 4.20' 45'3423" C3 25.00' 37.55' 23.33' 86`02'57" C4 25.00' 41.27' 27.x' 94'35'01' C5 25.00' 39.83' 25.56' 91'16'23" C6 20.00' 12.87' 6.67' 36'52'12" C7 25.00' 38.81' 24.54' 8856'37' C8 20.00' 2.08' 1.04' 515109" C9 20.00' 2.08' 1.04' 5'57'09" 368 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 3516 354 352 350 348 346 a cp )i cdo C4,* , SEE IMPROVEM IS ` f' + + CONSTRUCTED TH V N N TRACT 7 5� 10 � V �n N ` Oi SCALE: 1 " = 50' 50 25 0 50 100 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) (STA. 20+05.17 TO 24+39.27) l^lnAl C. i" - cn' Llnir]rmm'rAI STATIONING TABLE - MEDIAN CURB STATIONING TABLE REF. NO. I DESCRP11ON C.L. STATION E.P. ELEV. T.C. ELEV. ® B.C. STA. 20+72.89, 5.00LT. 352.11 352.61 ® E.C. STA. 20+72.89, 5.00RT. 352.32 352.82 ® B.C. STA. 22+30.63. &DOLT. 353.19 353.70 ® E.C. STA. 22+30.63. &OORT. 353.21 353.71 ® B.C. STA. 22+72.13, 6.00LT. 353.51 354.01 ® EC. STA. 22+72.13, 7.00RT. 353.50 354.00 368 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 3516 354 352 350 348 346 a cp )i cdo C4,* , SEE IMPROVEM IS ` f' + + CONSTRUCTED TH V N N TRACT 7 5� 10 � V �n N ` Oi SCALE: 1 " = 50' 50 25 0 50 100 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) (STA. 20+05.17 TO 24+39.27) l^lnAl C. i" - cn' Llnir]rmm'rAI STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Qj P.R.C. STA 10+72.14, 15.00LT. STA. 10+7295, F.O.C. 351.34 Q2 E.C. STA. 10+79.28, MOOLT. STA. 10+80.91, F.O.C. 351.42 3 B.C. STA 11+46.91, 15.00LT. STA. 11+46.91, F.O.C. 351.59 4Q P.R.C. STA 11+52.42, 15.00LT. STA. 11+54.86, F.O.C. 351.54 © P.R.C. STA. 11+76.85, 15.00LT. STA. 11+80.91, F.O.C. 351.60 ® E.C. STA 11+83.99, 18.00LT. STA. 11+88.87, F.O.C. 351.68 © B.C. STA 12+49.99, 18,001-T• STA. 12.54.87, F.O.C. 351.85 ® P.R.C. STA 12+57.13, 15.00LT. STA, 12+62.82, F.O.C. 351.81 ® P.R.C. STA 13+75.62, 15.00I•T• STA. 13+8294, F.O.C. 352.37 ® E.C. STA. 13+82.76, 18.00LT. STA. 13+90.89, F.O.C. 352.44 Q P.R.C. STA. 10+72.14, 15.00RL STA. 10+7295, F.O.C. 351.34 © E.C. STA. 10+79.28, 18 SRT. STA. 10+80.91, F.O.C. 351.42 ©3 B.C. STA. 12+48.72, 18.00RT. STA. 12+50.34, F.O.C. 351.84 ® P.R.C. STA 12+55.86, 15.00RT• STA. 12+58.30, F.O.C. 351.80 © P.R.C. STA 13+74.14, 15.00RL STA. 13+78.20, F.O.C. 35236 6 E.C. STA 13+81.28, MOORT. STA. 13+86.16, F.O.C. 35244 ® P.R.C. STA. 22+84.13, 30.00LT• STA. 22+8287, F.O.C. 353.64 ® E.C. STA. 22+96.13, 34.00LT. STA. 22+95.74, F.O.C. 353.81 ® B.C. STA 23+25.77, 34.00LT• STA. 23+25.38, F.O.C. 354.04 ® P.R.C. STA 23+37.77, 30.00LT• STA. 23+38.25, F.O.C. 354.05 368 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 3516 354 352 350 348 346 a cp )i cdo C4,* , SEE IMPROVEM IS ` f' + + CONSTRUCTED TH V N N TRACT 7 5� 10 � V �n N ` Oi SCALE: 1 " = 50' 50 25 0 50 100 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) (STA. 20+05.17 TO 24+39.27) l^lnAl C. i" - cn' Llnir]rmm'rAI 20+00 21+00 22+00 23+00 24+00 (STA. 20+44.84 TO 24+28.04) SCALE: t" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 25+00 366 364 362 360 358 356 354 352 350 348 346 -------------- { i m tf) i �In II t IUi _j- N IOW tOWJ J I M Y ui Tribi t "s ? 00 co I i W Q W La -j- N N I + I ! Q �d t W c3' AP EATTIN�CE ObMATE GRADE U to ON! ----� W W-� W+ Q Y t` W o a° N f { APPRO ATE � t i M dk•, .'-".-'--I------h------ Z N �< -� N 0! W N EIUSTING 1 -0 GZAOEC. CEN1E( UNE 1 I N i i_ ~--__ ; ---t'-----j------� 4Q►a-•O� mai � ( � I tip � ti t6- 0.75% � � i i j 5=+1 n0% m0.38% S= --f---.--��--- +0.78 I ; c=+aWO.7 PR SOU FL I-fi---� I- j - EXI TING FL -' ' ----t-----'-�-� i l N T ' t nor ( PROD NORTH FL ----'I �• I I i # j i fD j { 1 ; EXISTING FLi i { I 20+00 21+00 22+00 23+00 24+00 (STA. 20+44.84 TO 24+28.04) SCALE: t" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 25+00 366 364 362 360 358 356 354 352 350 348 346 20+25 21+00 22+00 23+00 24+00 (STA. 20+69:45 TO 26+11.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 25+00 368 ---; 366 364 362 360 358 356 354 352 350 348 346 26+00 26+50 l- 7as5� pii1 d na _j- N l MIn I M Y ui Tribi t "s ? 00 co I i W Q W La -j- N N I + I ! Q �d t W c3' AP EATTIN�CE ObMATE GRADE U t N f cj Im�IW; 1 I I r �nll S--+0.715% 5= 0.75% j 5=+1 n0% m0.38% S= --f---.--��--- +0.78 I ; c=+aWO.7 PR SOU FL I-fi---� I- j - EXI TING FL -' ' ----t-----'-�-� i N 20+25 21+00 22+00 23+00 24+00 (STA. 20+69:45 TO 26+11.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 25+00 368 ---; 366 364 362 360 358 356 354 352 350 348 346 26+00 26+50 l- 7as5� pii1 d na �nll 0 LEGEND:L FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVIC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 351.70 OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE vi FURNISH do INSTALL SURVEY MONUMENT PER COB. SM. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 35287 FURNISH A' INSTALL STREET UGHT-5800 LUMEN PER C.O.B. B.C. STANDARD OR APPROVED EQUAL (SEE DETAIL 5) -�+- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER ® C.O.B. STD. ST -14. -- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 35130 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS B.C. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) R1 -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -*- "Rt -1" - STOP "M -r - END SCHOOL ZONE 'R6-1" - ONE WAY STA. 19+65.29, &DORT. 'R5-1" - DO NOT ENTER 'W31(CA)" - END 353.55 • 'R26(CA)" - NO PARKING *Wi4-1" - DEAD ENO B.C. 'R3 -5R" - RIGHT TURN ONLY •WI4-2 - NO OUTLET 353.34 "114-70 - KEEP RIGHT -r - DOUBLE ARROW ® •Wt "R81(CA)" - BIKE LANE WI -6 - SINGLE ARROW STA. 20+76.45, 5.00RT "W3-3' - SIGNAL AHEAD "Wt -1" - CURVE ARROW - - STORM DRAIN - REFER TO SEWER do STORM DRAIN BANS ® STORM DRAIN MANHOLE - 5326'08' REFER TO SEWER do STORM DRAIN PIANS 25.00' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 25.56' C.O.S. STD. 0-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 38.81' C.O.B. STD. D-14 WITHOUT WINGS. UNLESS NOTED OTHERWISE. . --s SEWER - REFER TO SEWER do STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. �� �a ■ TRACT BOUNDARY 1557.50' UNIT BOUNDARY %r PARKING AREA - SEE CONSTRUCTION NOTE 6. 3'57'47" C18 350.57 ELEV. A 5 LEGEND (CONT.).- 0 CONT:O CURVE NUMBER FOR CURVE DESCRIPTION © ITEM OF WORK - SEE SCHEDULE Q FLOWIUNE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SEC11ON DESIGNATION: SECTION LETIERI, - -_ - - - ? rw-� SHEET MNEK SECTION IS 9401W 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 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 6. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "2" ON SHEET 6. QCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF ® TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O SEE WALL PLANS FOR PROPOSED BLOCK WALL & GATE DETAILS 10 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 3. 11 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 3. 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "7" ON SHEET 3 14 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6n REVEAL PER DETAIL 'In ON SHEET 6 STATIONING TABLE - MEDIAN CURB STATIONING TABLE REF. NO DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 13 B.C. STA. 14+79.61, 5.00LT. 351.18 351.68 Q B.C. STA. 14+79.61, 5.00RT. 351.20 351.70 15 E.C. STA. 15+63.90, &DOLT. 351.49 351.99 1® E.C. STA. 15+63.90, &DORT. 351.51 35201 17 B.C. STA. 16+98.21. 5.00LT. 352.33 35283 18 E.C. STA. 16+98.21. 5.00RT. 352.37 35287 19 B.C. STA. 18+70.77, 5.00LT. 352.81 353.31 ® E.C. STA. 18+70.77, 5.00RT. 352,80 35130 21 B.C. STA. 19+65.29, 5.0OLT. 353.06 353.56 ® E.C. STA. 19+65.29, &DORT. 353.05 353.55 © B.C. STA. 20+76.45, 5.00LT. 353.34 353.84 ® E.C. STA. 20+76.45, 5.00RT 353.33 353.83 LEGEND (CONT.).- 0 CONT:O CURVE NUMBER FOR CURVE DESCRIPTION © ITEM OF WORK - SEE SCHEDULE Q FLOWIUNE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SEC11ON DESIGNATION: SECTION LETIERI, - -_ - - - ? rw-� SHEET MNEK SECTION IS 9401W 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 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 6. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "2" ON SHEET 6. QCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF ® TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O SEE WALL PLANS FOR PROPOSED BLOCK WALL & GATE DETAILS 10 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 3. 11 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 3. 12 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "7" ON SHEET 3 14 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6n REVEAL PER DETAIL 'In ON SHEET 6 CURVE TAKE CURVE STATIONING TABLE LENGTH TANGENT REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q P.R.C. STA. 14+63.09, 27.5OLT. STA. 10+06.03, F.O.C. 351.14 Q2 E.C. STA. 14+71.09, 31.50LT. STA. 10+15.31, F.O.C. 351.23 Q B.C. STA. 15+07.62. 31.501.T. STA. 10+51.84. F.O.C. 351.38 Q P.R.C. STA. 15+15.62, 27.50LT. STA. 10+61.11, F.O.C. 351.34 ® P.R.C. STA. 16+96.59, 28.98LT. STA. 12+45.10, F.O.C. 352.42 Q E.C. STA. 17+04.47, 33.00LT. STA. 12+54.4Z F.O.C. 352.52 Q B.C. STA. 18+45.85, 33.00LT. STA. 13+98.85. F.O.C. 352.88 ® P.R.C. STA. 18+53.73, 28.98LT. STA. 14+08.17, F.O.C. 352.82 ® P.R.C. STA. 19+78.26, 28.98LT. STA. 15+37.27, F.O.C. 353.14 ® E.C. STA. 19+86.15. 33.00LT. STA. 15+46.60, F.O.C. 353.24 11 P.R.C. STA. 16+97.57, 29.02RT. STA. 12+40.11, F.O.C. 352.42 ® E.C. STA. 17+05.69, 33.00RT• STA. 12+49.33, F.O.C. 352.52 CURVE TAKE CURVE RADIUS LENGTH TANGENT DELTA Ct 10.00' 6.03' 3.11' 34 33'52" C2 10.00' 9.27' 5.00' 53'07'48" C3 25.00' 37.74' 23.52' 8629'57' C4 25.00' 41.13' 26.93' 94'1529" C5 10.00' 9.22' 4.97' 52'50'14" C6 10.00' 9.32' 5.03' 5325'27" C7 1565.50' 144.43' 72.26' 5'17'09" CS 25.00' 31.98' 18.60' 73'17'12" C9 25.00' 45.35' 31.96' 10356'06" CIO 1565.50' 92.24' 46.14' 37234" Cil 1499.50' 362.77' 18228' 13'51'41" C12 IO.00' 9.22' 4.97' 52 49'33" C13 10.00' 9.33' 5.03' 5326'08' C14 25.00' 39.83' 25.56' 9116'23" C15 25.00' 38.81' 24.54' 88'56'37" C16 1557.50' 175.61' 87.90' 627'36' C17 1557.50' 107.73' 53.89' 3'57'47" C18 1507.50' 380.75' 191.39' 1428'16" C19 1532.50' 236.60' 118.54' 8'50'45' C20 153250' 171.51' 85.84' 624'44" TEMP. SUMP DETAIL - (PRIVATE) SCALE: 1" = 10' 31. 99' -----------------------DWS- 350.57- ELEV =---------------------- SUMP BOTTOM 349.07 ELEV. A TEMPORARY SUMP DETAIL 5 J SCALE: 1" = 1O' 99' TEMP SUMP �- - VOLUME REQ'D: 0.14 AC.FT. VOLUME PROVIDED: 0.14 ACST. 99' 105' 3' 350.57 ELEV. REQUIRED VOLUME: 0.14 AC -FT AREA: 1.11 AC C=0.41 AND 0.910 AC C=0.51 VOLUME REQUIRED: 0.15 X (0.455+0.461) = 0.14 AC -FT PROVIDED VOLUME: 0.14 AC -FT VOLUME PROVIDED: (99*41) X 1.5 = 0.14 AC -FT TRACT 7 2 57 UNIT 1 TEMPORARY FLOWAGE AND -` DRAINAGE EASEMENT PER C.O.B. DOC.# 215095541 366 :364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 348 346 P .EY PASSAGE M E SEE SHEET 3 In II II!$ 111 2I U I 7 1 T Lul ao�2 -' ElBURY UVAY 0 �� u SEE Mm SHEET 2 �nL + L J 6,5 W W a j II 1II z+«� -+ c I� JQ o �� • N Q Z W 1 J -! o �� 21 2 z� II fo N ao Col B.C.-END C&G F.L/ ;foo 0+ + ' CURB /BEGIN P.A_F_�_ + ooc&D to cC," t- N N.- + + STA. 19+70.44 GL 25.00 LT. = Q I 1 ° O1 �1 STA. 19+76.28 F.L. `�Q ge • STA. 15+28.05 F.O.C. < cn cn155 It n- "�' I� �CD�� B + I 5T. CIO- I i� ­. _ -N I T W..-__. __.... C6 - - ,a. it C20 t_ 8 `4 - C5 11D S 19 6 C18 Pn*0UY PASSAGE ME SEE SHEET HAZELWICK DRIVE. (PRIVATE STREET) (STA. 14+58.27 C.L. TO 20+76.45 C.L.) SCALE: 1 " = 50' SCALE: 1" = 50' HORIZONTAL 50 25 0 50 100 E i aos- G+ n � 0goLLJ WCl �� GUS Wm co +/ [' UFQ- C)r cm in •- z d .� L T 4i cn ao v� N V1 i'L9 La W)j v: et i G I APPROXI _ 5 1�1 1 T + j t- Pn*0UY PASSAGE ME SEE SHEET HAZELWICK DRIVE. (PRIVATE STREET) (STA. 14+58.27 C.L. TO 20+76.45 C.L.) SCALE: 1 " = 50' SCALE: 1" = 50' HORIZONTAL 50 25 0 50 100 �Tw ! v-rw I ii -vv 1 tS+W 19+0u (STA. 14+59.17 TO 16+25.00) r SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL K!u#,Tlfj 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 E i aos- I i 1 r eq. i'L9 La W)j v: et i G I APPROXI _ _CNI N DN + j t- E STING (ADEsa � (( W } t I V J_J W J U t I m t i W J W J I } I _I J i t n iujMATb'k4 J -! R S J J I W tfI W J� ; 1 j _ S--5105 $ [ { : N j I t W i I W ---i--- - N L `r `' N �,,1 N �}~-- Q W d W 1L� W �' �- O cm) `° '� - ^I rQ C4 i j-APPRO�1MMAIE T AT CEN�1fRUNE ' ( + i � N i _ I I W N I �ci t0 ` C� W tD ^ �ci N a0 R M I dw 4 Ci ( 4J W CO c i'I r y� V J LYS W N -r� Jj 0 N u + i° �''� � i + O+i _j ij ! I Oa VFQ- •IQ -Lu In ZI in m I N i I i F C) f U �'pi Q < - C) C) ---__-- '---____ T In -V - j iii d �m�lil 9 f-41 "0.6 SLJTI� f- ---7 S=. EXISIIING GROOND S=+fl. 5?ii 'N M MMM n f i i 1, j i S S=+fl.3 '' ' ` '� � so ; i ` t PROPOSED - i _ _ _ 4 _ _- " � _ P OPOSED T � - M i -- � TFL 1 ;• a 11LLI a> W a �T W � j i I f t [ '- ,N �� �, � i W W > WW> J J W W W 1 i -� W j Nst�tKl t ORAR SUM { W W JJ C - -- I�� i._._.W N �Tw ! v-rw I ii -vv 1 tS+W 19+0u (STA. 14+59.17 TO 16+25.00) r SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL K!u#,Tlfj 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 E i aos- I i 1 r eq. i'L9 La W)j v: et 0,00 co to ri m ( I APPROXI WAX + j t- E STING (ADEsa t r Q { I { U Q V J_J W J U t j i iujMATb'k4 r-- - -r---- ASTING GROUND j _ S--5105 $ t i i j I i Fj=it►• i $=+50 OX _+0. { : N j I t W i I W ---i--- - j --- -------+------i t i L -.j� - _ _j._..�.- 4 POMOSED --L- R { -� -- EAST FL Zml- �� t a IT t { » - j ---__-- '---____ 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 16+10.46) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 21+00 366 364 362 360 i 358 356 354 352 350 348 346 22+00 I, d; 6' WING W/2 CENTERLINE STORM DRAIN UP OF GUTTER � wGGN� Re � B.C.R. N LANDSCAPE ---�CENTERUNE STORM DRAIN W 6' WING SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. I 10' 1 s' 1 LANDSCAPE I LANDSCAPE I EASEMENT � I L 1 (� I PERIMETER WALL PL I R/W 1 7' ! 2'1 PERIMETER WALL PERIMETER WALL SIDE- LAND - WALK SCAPE 2% MIN. 20' DRIVE AISLE W I�3 U i O� 10' 10 _ 5EWALK LANDSCAPE W z 3 0 2% MIN. PROPOSED MEANDERING SIDEWALK 2% MIN. - 3.4% MAX. 20' DRIVE AISLE 90' RIGHT OF WAY R .ANDSCAP I-I W W N c� 20' DRIVE AISLE 6' LAND- SCAPE 5' SIDE- WALK i ( �� MAX I M2#�N. - -PRO LL -0.20 A.C. PAVING SID 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE A 95% REL. DENSITY. STREET SECTION SCALE: 1'=10' (PRIVATE STREET) WMSP EXHIBIT 4-119.1 96' RIGHT OF WAY a I �Ic� 3.4 % MAX. i 20' DRIVE AISLE W z 3 0 R/W PL _. 9' 10' LANDSCAPE LANDSCAPE EASEMENT I i 9'1 5' LANDSCAPE SIDE- WALK 0.20 A.C. PAVING 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE • 95% REL. DENSITY. STREET SECTION SCALE:1 "=10' (PRIVATE STREET) WMSP EXHIBIT 4-11.2 R=59 T! = 4.5 7' 1 7_� L/S LANDSCAPE1 I LOT I C I I I A SIDEWALK R=59 TT=4.5 Py IR/W 90' RIGHT OF WAY R/WI �l R/W 5' VARIES 9.5' VARIES 0'-8' R/W LANDSCAPE A850SRL.ED c 60' RIGHT OF WAY LOTI 60' RIGHT OF WAY 5' 7' 6' 1 12' 12' 6' ^^ 7' 5' SCI I SIDE- LAND- 12' 1 12' 18' i DRIVE AISLE DRIVE AISLE LAND- SIDE- I ? I WALK SCAPE 2% SCAPE WALK I 0 !` - t9 W W W Z 13' 13' 5' 1 O YI a V Y cj a PROPOSED' SIDE -w WALK 1 2% U. a 0 2X MIN.- 0 CL 1 2% 1 IN. LA- 2%MIN.- c-�► 3.4% MAX. I MIN. CONCRETE W/ C 1 3.4% MAX. I -_4X AREA �� 2% MIN.- 0t� AREA �- 296 MIN.- 3.49E Iw1AX. 2% PROPOSED; 3.4% MAX. i MIN. � SIDEWALK LPROPOSED m 0.20' A.C. PAVING 6" CONCRETE w/ 0.411 AGG BASE 10.20' A.C. PAVING 6" OG COMP. TO 95X 1.00' COMPACTED SUBGRADE 0.40' AGG. BASE ® 95% REL. DENSITY: STREET SE TION T! = 4.5 ' SCALE:1 "=10' s STREET SECTION r4 R = 59 (PRIVATE STREET) WMSP EXHIBIT 4-19 Tl = 4.5 6' WING W/2 CENTERLINE STORM DRAIN UP OF GUTTER � wGGN� Re � B.C.R. N LANDSCAPE ---�CENTERUNE STORM DRAIN W 6' WING SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. I 10' 1 s' 1 LANDSCAPE I LANDSCAPE I EASEMENT � I L 1 (� I PERIMETER WALL PL I R/W 1 7' ! 2'1 PERIMETER WALL PERIMETER WALL SIDE- LAND - WALK SCAPE 2% MIN. 20' DRIVE AISLE W I�3 U i O� 10' 10 _ 5EWALK LANDSCAPE W z 3 0 2% MIN. PROPOSED MEANDERING SIDEWALK 2% MIN. - 3.4% MAX. 20' DRIVE AISLE 90' RIGHT OF WAY R .ANDSCAP I-I W W N c� 20' DRIVE AISLE 6' LAND- SCAPE 5' SIDE- WALK i ( �� MAX I M2#�N. - -PRO LL -0.20 A.C. PAVING SID 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE A 95% REL. DENSITY. STREET SECTION SCALE: 1'=10' (PRIVATE STREET) WMSP EXHIBIT 4-119.1 96' RIGHT OF WAY a I �Ic� 3.4 % MAX. i 20' DRIVE AISLE W z 3 0 R/W PL _. 9' 10' LANDSCAPE LANDSCAPE EASEMENT I i 9'1 5' LANDSCAPE SIDE- WALK 0.20 A.C. PAVING 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE • 95% REL. DENSITY. STREET SECTION SCALE:1 "=10' (PRIVATE STREET) WMSP EXHIBIT 4-11.2 R=59 T! = 4.5 7' 1 7_� L/S LANDSCAPE1 I LOT I C I I I A SIDEWALK R=59 TT=4.5 Py IR/W 90' RIGHT OF WAY R/WI �l I I 12.5'! 7' 5' VARIES 9.5' VARIES 0'-8' 20' LANDSCAPE A850SRL.ED c R/W LOTI 60' RIGHT OF WAY R/W WALK SCI 18' 12' 1 12' 18' i z ? I 2% DRIVE AISLE DRIVE AISLE - 0 a 0 !` - MIN. I 5' 13' 13' 5' 1 Lij V 3.4% MAX. PROPOSED' SIDE -w WALK W iO 1 30 LANDSCAPE SIN - I LANDSCAPE r.� WALX CONCRETE W/ C 1 2% MIN. AREA �� 2% MIN.- 0t� AREA �- 296 MIN.- 3.49E Iw1AX. 2% 3.4% MAX. i MIN. � LPROPOSED m SIDEWALK 10.20' A.C. PAVING 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE O 9596 REL. DENSITY. STREET SECTION r4 R = 59 SCALE:1 "=10' Tl = 4.5 (PRIVATE STREET) WMSP EXHIBIT 4-19 R/W 90' RIGHT OF WAY R� 12'-20' 0'-8' 20'f0' LANDSCAPE 20' 0'-8' 12'-20' I PARKING DRIVE AISLE MEDIAN DRIVE AISLE PARKING 1 1 5' 1 7'-15' 7'-15' 5' SIDE- WAS c� z LANE W z LANE z - I LANDSCAPER LANDSCAPE WALK 1 AREA 0 cc a 2%MIN.- �'i 3 a U. AREA M I 3.4% MAX. MAX. PROPOSED IW/ -= : ; ;-,_�.; -'' , yr" i v�, =iE=' i 1 -a-ai��,ras,._tk�+���,,.__,�_,. ; PROPOSED DEWALK _t'11-- ��r�..��,�_SIDEWALK 20' A.C. PAVING6" CONCRET 0.40' AGG. BASE 6" OG COMP. TO 95% 1.00' COMPACTED SUBGRADE O 95% REL. DENSITY. R = 59 STREET SECTION TI = 4.5 SCALE:1 "=10' �sJ (PRIVATE STREET) WMSP EXHIBIT 4-19.1 6' WING W/2 CENTERLINE STORM DRAIN UP OF GUTTER � wGGN� Re � B.C.R. N LANDSCAPE ---�CENTERUNE STORM DRAIN W 6' WING SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. I 10' 1 s' 1 LANDSCAPE I LANDSCAPE I EASEMENT � I L 1 (� I PERIMETER WALL PL I R/W 1 7' ! 2'1 PERIMETER WALL PERIMETER WALL SIDE- LAND - WALK SCAPE 2% MIN. 20' DRIVE AISLE W I�3 U i O� 10' 10 _ 5EWALK LANDSCAPE W z 3 0 2% MIN. PROPOSED MEANDERING SIDEWALK 2% MIN. - 3.4% MAX. 20' DRIVE AISLE 90' RIGHT OF WAY R .ANDSCAP I-I W W N c� 20' DRIVE AISLE 6' LAND- SCAPE 5' SIDE- WALK i ( �� MAX I M2#�N. - -PRO LL -0.20 A.C. PAVING SID 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE A 95% REL. DENSITY. STREET SECTION SCALE: 1'=10' (PRIVATE STREET) WMSP EXHIBIT 4-119.1 96' RIGHT OF WAY a I �Ic� 3.4 % MAX. i 20' DRIVE AISLE W z 3 0 R/W PL _. 9' 10' LANDSCAPE LANDSCAPE EASEMENT I i 9'1 5' LANDSCAPE SIDE- WALK 0.20 A.C. PAVING 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE • 95% REL. DENSITY. STREET SECTION SCALE:1 "=10' (PRIVATE STREET) WMSP EXHIBIT 4-11.2 R=59 T! = 4.5 7' 1 7_� L/S LANDSCAPE1 I LOT I C I I I A SIDEWALK R=59 TT=4.5 Py IR/W 90' RIGHT OF WAY R/WI �l STREET LIGHT BASE 2.5" MIN. I I 12.5'! 7' 5' VARIES 9.5' VARIES 0'-8' 20' LANDSCAPE A850SRL.ED c DRIVE AISLE LOTI SIDE- WALK SCI uj z i z ? 3 LANE 2% 0 a 0 !` MIN. �- a 2%MIN.- Lij __._---._...-:.., 3.4% MAX. PROPOSED' W 0 SIDEWALK r.� 6" CONCRETE W/ C 6" OG COMP. TO 95% STREET LIGHT BASE 2.5" MIN. 1 I LAND- 20' 9.5' S' 7' 12.5SCAPE j MEDIAN DRIVE AISLE LANDSCAPE- LANDSCAPE IL/SI ILOT W z WALK w LANE 3 2% MIN.- u- 2% 3.496 MAX. MIN. ' PROPOSED 0.20' A.C. PAVING SIDEWALK 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE A 95% REL. DENSITY. STREET SECTION SCALE: i "=10' 6 1 R = 59 (PRIVATE STREET) 1T = 4.5 WMSP EXHIBIT 4-19.1 6' SLAB SEE C.O.B. STD ST -14 S (4) W" x 18" x 3" z ANCHOR BOLTS (OR APPROVED EQUAL PER MANUFACTURE) (4) 1h" x 18" x 3" .fit ANCHOR BOLTS '(ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE PERIMETER WALL PERIMETER WALL PERIMETER WALL SINGLE FIXTURE (5800 LUMEN) DETAIL "5" STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST C`-15"—'� STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN f A850SRL.ED c c 30' 1 I LAND- 20' 9.5' S' 7' 12.5SCAPE j MEDIAN DRIVE AISLE LANDSCAPE- LANDSCAPE IL/SI ILOT W z WALK w LANE 3 2% MIN.- u- 2% 3.496 MAX. MIN. ' PROPOSED 0.20' A.C. PAVING SIDEWALK 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE A 95% REL. DENSITY. STREET SECTION SCALE: i "=10' 6 1 R = 59 (PRIVATE STREET) 1T = 4.5 WMSP EXHIBIT 4-19.1 6' SLAB SEE C.O.B. STD ST -14 S (4) W" x 18" x 3" z ANCHOR BOLTS (OR APPROVED EQUAL PER MANUFACTURE) (4) 1h" x 18" x 3" .fit ANCHOR BOLTS '(ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE PERIMETER WALL PERIMETER WALL PERIMETER WALL SINGLE FIXTURE (5800 LUMEN) DETAIL "5" STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5214FP14 A850SRL.ED NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. r EXPANSION JOINT AT SIDEWALKS. s" CONCRETE WALK, �----- j N _ ' I PROPOSED FINISH GRADE CONCRETE IN A. C. PAVING -�_- = ; - " IN PARKING AREAS SEE STREET ----- -, (SEE DETAIL 2 THIS DWG.) CROSS SEC110N CLASS 'B" CONCRETE (5 SACK) ' EXPANSION JOINTS EA. 30' WEAKENED PIAN JTS. EA. 15' POUR ON COMPACTED SUBGRADE 9" DETAIL "1 " 6" CONCRETE CURB N.T.S. 2' VARIES 6'-8' J U 0 -. a 2% _ - 6" CONCRETE CURB SEE DETAIL 1 2A 0.50' TYPE "A" CONK. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "2" PARKING AREA FLOWLINE N.T.S. Til rn O M M H rn O Z 00 0w14 - O Z li I < J w U M 2 00 3 a w o O (n N Cr w Y < m U LL- F--1 N ♦♦o z IL Lij ^� ~ W 0 r.� c (� C FE � m In co