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Home My WebLink About1.1-7255 Ph 1 Record DrawingA.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 BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS." IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MiNERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE NTH 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 LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE." OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE NTH 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. 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 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 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED 1N 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 96X, 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, 1T 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 LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE. 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: 95% COMPACTION AT LEAST 1' ON EACH SiDE OF CROSS GUTTERS. 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 -2 STANDARD MEDIAN CURBS TYPE "M" 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 -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS ST -156 STANDARD OFFSET CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVEMENT: PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS STOCKDALE UNIT 1 T..30 S., a R. 26 E. 0 NO SCALE PAVING FOR WYNYARD DRIVE (LOCAL COLLECTOR): 2 PROJECT IT 0 w 0.30' TYPE "B" ASPHALT CONCRETE OVER 000 OF BEARINGS: MING AVENUE BEGIN VERTICAL CURVE SOFT IL SM 1.00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON BCR BAKERSFIELD STD. DWG. ST -13. of OF SURVEY, BOOK 25, PAGE 49 WAS USED AS STREET LIGHTS 11 z 2 � A 0 TO BE INSTALLED W BC BEGIN CURVE PCC 0 EXISTING BENCHMARK USED: 5. 5 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE WHITE LANE INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING PONT OF INTERSECTION TP -C�- INSTALL STANDARD STREET LIGHTS. 5800 LUMEN H.P.S.V. ON 14' THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: POST TOP PER DETAIL ON SHT 5 OF VERTICAL CURVE FC FINISH CONCRETE -L z W ELEV = 367.96' (NAVD 88 DATUM) TOP OF MANHOLE STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. m PA 14 m 1 ,3 NOTE: - DO NOT ENTER "1126(CA' 'W31(CA)-- END 6. cn SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM STREETS UNLESS OTHERWISE NOTED. EX. OUTHERN PACIFIC RAILROAD PROJECT AREA: CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS LEGENDS. 0 .40' AGGREGATE BASE 0 ORIGINAL GROUND.OVER O.G. TO BE COMPACTED TO 95% UNIT 1 VICINITY MAP .{,CONT.: FURNISH & INSTALL PUBUC STREET LIGHT ALONG HOVINGHAM RELATIVE DENSITY PER C.O.B. STD. ST -9. CL. 11 AGG. BASE NO SCALE PAVING FOR WYNYARD DRIVE (LOCAL COLLECTOR): DRIVE. PUBLIC STREET UGHTS ARE TO BE "LED" AS SPECIFIED FL FLOWUNE POVC 0.30' TYPE "B" ASPHALT CONCRETE OVER BASIS OF BEARINGS: CL 0.40' AGGREGATE BASE OVER BEGIN VERTICAL CURVE SOFT MODELS INCLUDE: HOLOLPHANE LVUI SERIES; LEO TEK GCI SERIES; 1.00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON BCR BAKERSFIELD STD. DWG. ST -13. RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS STREET LIGHTS ECR THE BASiS OF BEARING SHOWN HEREON. PONT OF REVERSE CURVATURE 0 TO BE INSTALLED EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS BC BEGIN CURVE PCC 0 EXISTING BENCHMARK USED: 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. r-1 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE 361.38 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING PONT OF INTERSECTION TP -C�- INSTALL STANDARD STREET LIGHTS. 5800 LUMEN H.P.S.V. ON 14' THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: POST TOP PER DETAIL ON SHT 5 OF VERTICAL CURVE FC FINISH CONCRETE -L -E3- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER DETAIL ON SHT. 5 ELEV = 367.96' (NAVD 88 DATUM) TOP OF MANHOLE STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. "R6-1' - ONE WAY "115-1' 55-2 -ENO SCHOOL ZONE PA PROPERTY UNE R/W RIGHT-OF-WAY NOTE: - DO NOT ENTER "1126(CA' 'W31(CA)-- END 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM STREETS UNLESS OTHERWISE NOTED. EX. EXISTING C/O P.A.F L. CURB AND GUTTER PARKING AREA FLOW UNE PROJECT AREA: 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. "R81(CA)" - BIKE LANE -7" -DOUBLE ARROW 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER UNIT 1 - 12.66 ACRES 'W3-3" - SIGNAL AHEAD " - SINRGLE EACH SEWER LATERAL. INDEX OF SHEETS 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SHEETTIJ�F FURNISH & INSTALL STREET SINN PER C.O.B. Sid. T-1. A -,. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A -- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. _ MINIMUM OF 6" THICK. 1. TITLE SHEET 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALT. BE SET 1/4" BELOW 2. PEMBERLEY PASSAGE AVENUE PAVEMENT GRADE. STA. 10+00.00 C.L. TO STA. 20+00.00 C.L. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING 3. PEMBERLEY PASSAGE AVENUE DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. STA. 20+00.00 C.L. TO STA. 25+31.43 C.L. 12. WARNiNG/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS DOWNTON COURT WITH HAWKiNS M213 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. SIDEWALK 6" FROM BACK. 4. GRANTHAM AVENUE 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD STA. 8+50.00 C.L. TO STA. 12+01.99 C.L. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, DOCKERY STREET SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK STA. 10+00.00 C.L. TO STA. 14+58.00 C.L. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 5. HIGHCLERE WAY 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO Q 61k STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. HOVINGHAM DRIVE SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS STA. 18+22.09 C.L. TO STA. 23+20.31 C.L. CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 7. ROUNDABOUT - STREET GRADE BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 8. STREET CROSS-SECTIONS AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 9. ROUNDABOUT - STRIPING THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE 10. ROUNDABOUT - STRIPING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY IN ACCORDANCE NTH ASTM D-1557. 11. ROUNDABOUT - UNE OF SIGHT 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 95X OF THE MAXIMUM NOTE: UNITS 2, 3 AND 4 ARE NOT A PART OF THESE DRY DENSITY IN ACCORDANCE WiTH ASTM D-1557. PLANS AND SHALL BE SUBMITTED SEPARATELY. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY I f MING AVE - REFER TO OF STANDARD DETAIL ST -22. SUBMITTED: 2/10/2015. %17. COMPACTION TESTS SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE -- CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC i r RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS --- NOTICE. (6611 326-2049. Q I' 0E 19. OUST CONTROL- CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN � V iT 2 � (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, UD_L Y_ EN PL CE CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAiD PLAN. 1� ._ CEA P 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE _ _ g 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 PIAN. IN P 21. IN C.O.B. SPECIAL PRTREET OVISIONS SECTIONSPES ARE 7-86.Q1TO BE LED AS Ot AN EQUIVALENT , �� p SP SAGti AS APPROVED BY THE CITY ENGINEER. LEGENDS. UNIT UNIT 1 LEGEND - o .{,CONT.: FURNISH & INSTALL PUBUC STREET LIGHT ALONG HOVINGHAM 3381 CL. 11 AGG. BASE ABBREVIATIONS SUBGRADE PREPARATION DRIVE. PUBLIC STREET UGHTS ARE TO BE "LED" AS SPECIFIED FL FLOWUNE POVC POINT ON VERTICAL CURVE 20152 IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH CL CENTERUNE BVC BEGIN VERTICAL CURVE SOFT MODELS INCLUDE: HOLOLPHANE LVUI SERIES; LEO TEK GCI SERIES; ELEV ELEVATION EVC END VERTICAL CURVE STANDARD STREET NAME SIGNS GREE XSP SERIES OR APPROVED EQUAL. BCR BEGIN CURB RETURN PI PONT OF INTERSECTION 25 STREET LIGHTS ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE - -'- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE IN CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS EC END CURVE TC TOP OF CURB 361.38 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT Ri-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: OF VERTICAL CURVE FC FINISH CONCRETE -L "R1-1" - STOP P.O.C. PONT ON CURVE T.O.M. TOP OF MANHOLE "R6-1' - ONE WAY "115-1' 55-2 -ENO SCHOOL ZONE PA PROPERTY UNE R/W RIGHT-OF-WAY - DO NOT ENTER "1126(CA' 'W31(CA)-- END E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE - NO PARKING 'R3 -5R � RIGHT TURN ONLY DEAD ENO EX. EXISTING C/O P.A.F L. CURB AND GUTTER PARKING AREA FLOW UNE - .¢2' - NO OUTLET 'R4-7' - KEEP RIGHT "WI "R81(CA)" - BIKE LANE -7" -DOUBLE ARROW FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.S. STD. ST -13. 'W3-3" - SIGNAL AHEAD " - SINRGLE EXISTING SURVEY MONUMENT "Wl-6" gARRR�OyyW CONSTRUCT CATCH BASIN TYPE "A" RPC.0.8. SiD. D-14. --- FURNISH & INSTALL STREET SINN PER C.O.B. Sid. T-1. A -,. EXISTING CATCH BASIN -- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. _ EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE - FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. _, EXISTING SEWER CLEANOUT STANDARD OR APPROVED EQUAL LEGEND (CONT.) `- NEW STORM DRAiN UNE - REFER TO SEWER AND STORM DRAIN PLANS -- ------ ___._.---__.-_ EXISTING STORM DRAIN UNE EXISTING SEWER UNE ...� • �� - - TRACT BOUNDARY x . - - PHASE BOUNDARY O CURVE NUMBER FOR CURVE DESCRIPTION © ITEM OF WORK - SEE SCHEDULE FLOWUNE STATION - SEE TABLE SECTION DESIGN&M& SECTION LETTER L__ -- A _ SKEET IIIHM SECTION IS SKO 2 VESTING FOR TENT. UNIT 1 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. 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. LIST OF MATERIALS ITEM UNIT UNIT 1 A.C. PAVING TONS 3381 CL. 11 AGG. BASE CUYD 2373 SUBGRADE PREPARATION CUYD 7433 CONCRETE PARKING SF 20152 6" CURB AND GUTTER LF 8590 SIDEWALK SOFT 48771 HANDICAP RAMPS EA 14 STANDARD STREET NAME SIGNS EA. 11 TRAFFIC CONTROL SIGNS EA. 25 STREET LIGHTS EA. 10 MONUMENT ENCASEMENTS EA. 21 MEDIAN CURB LF 1938 COLLECTOR ; LENGTH (PUBLIC) LF 498.22 LOCAL STREET (k' LENGTH (PUBLIC) LF 361.38 LOCAL STREET Ok LENGTH (PRIVATE) LF 2618.05 k E Y MAP DENOTES SHEET NUMBER SCALE: 1"=200' vi z J a rn 0 0 wo wd I N a 0 w zLu� a TR. 7255 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. 1 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. "-. i j'__l BY. ROGER A. McINTOSH 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 INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY. WfillJ- DATE REVIEWED BY: 10 IL / Is -- TRAFFIC ENGINEER o8' -o?'_ I& 6' WING W/2 /XvIli (p�q''Yp# CENTERUNE STORM DRAIN UP CURB AND GUTTER FLOWUNE I / V I AND GUTTER RB a LANDSCAPE SIDEWALK 'CENTERLINE STORM DRAIN W 6' WING TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. 5-_1_14 RO GCR A. A4 i Tom fl1}TL� R.C.E. 33322 DIG M Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU Dili UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY RECORDS NO.: 0 rn � INI M � 0 m m O Z Z Q li I s W C. _ ao r w co v N cn m W Ne m m O U 0 T co INI a IL C3 . ,..., Z W V W coW co Q ix Lu �0 v�v cz C-5 Z E V c °C s T co I s HOVINGHAM DRIVE // 13 / / is �l� - ' LOCAL COLLECTOR '' / / / f %�jw (SEE SHEETS 6 & 7 1 2 �� " # J # a / a , �� N N 14 / ' g 6 / 1 G.' v / / o o, v co UNI- 0� E ,,ice; v/ "J -i� ! _ _ o G� y� z/ ,. o Cik• Civ / �� N TR.['J r ,�- I I 9x y^v" k' . . 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PRIVATE STREET l*A� IR SCALE: 1" = 50' HORIZONTAL ) _'SSE 1" = 5' VERTICAL 11=6 R=59 370 _..:._____. __ . -_. _.__ _.__ _ .___ ,, _._ __ ._ ___ ______ _ .. _ ____.. _._... _ .._.. _ _ _. _ __ _ ___. ___- _ __ _ ._-_ _. -__ __ -__.__ __ __---- . 370 i : I . : i- _______-__l_______ . _____. __ ___ , _ T . _ . __ _._ _.._ . ._ _ _ _ ._ _ . _____..� .._�___.._ _ _. __ 368 - --- --- __. _ ___-- ._ __- _ _ -_ _____. ---I___.._ �. _ 368 _ .__ .__ _ --- _. __- __ __,_ . , 368 _ ___ __ ___ _ ___.. 368 , , . . F ; --- -- __-- ._..__ _._r___ 366 __ __ _ __ _ _ _ __ ,_ __._ ____ _ __ _.._ _v ___ ___ ,_ _,._ _.Y., __ _ _ _ _ _. ___ _ �I I v Q _ -.__ - _ __ . _ . _ v -- - - N 366 3fi6 _ -- _ _-_ _ __ _____ _ _ ___ _ _ __ _. _. _ . _ _____ ___ . II ------- 1w 1 0) >_366 N N _ , 01, W i > -r-- ..OZ W La 1 ,m7 .: - N O; tv; Nf N N m M , _t I J i \ ~ ___ .. _ _ _ os : 'v Ki uI- _. _.___.. �' _.. W. -- _ _ _ o __ m m v { _. _ -. _._ 364 _ _.. _ , __ __._ „ _ .. __. --._. _._ W ._. _ i.�n __ _ ___._ �• Q 364 - _ -- � _ -- - ---,U-- .� --- - -- - - ---- ..p, 364 Glij �! M' �. M '� W r a M> 1f1 � 3fi4 O M M> pl- d - _ 4J >� a: e� W �i e�f r� .. cel ui m .f �n to �o ,Mi _. .__.___. - - -•S w------ ---- - w > `:, 1 >; ? ,,,, O • J ;\ r'= �n M W s rq .�i ; W . (�3 362 __ __. . w--_-- __ __ _. J__._ J U O > �J ,�. fp VI -1 t W W > LL' -. - >a Z N at• W . , , W{ w W 2 .J J wJ W �fp �, - 362 362 N W *V -O W - Z-- �,� W-� "O :-� "fl n _ _� _ _... ._' ---�. _.--_.___ _._ Oro'1 U • P. +-: ,; Of �'' t� W �y W W W t P. 1� M U7 -� :� V -� W a m J Z 60-4 ; J wi M ' � d0 a} p1 - JJD_' � .. W - 362 �-:1 D: - f . - 07 ; ; @.k H'? O . O W r' Q 0 �' fb t1Y 'a" W W J i W D; W l� I� ti W 1h ' �' M Mt f''J Irl W,y,O „•/ •J - - f ^ .- m .-- Q m J 0 ^ �; s d' . �, .a: tF Via" W m O _ Q ' J M i m W Q W W I !__ +©IO°-____ U M_..d N,.___._ _.- - _..._ - N�_ .______--`;_.__. _ ..------- .__-- .__-- _ .. _ ._-- -. . -----,.---,I_._ > "• N u•� m t0 V � � �' � `�"� - - - GV - --- __-. 1,,_. -- �--- :M 45 Cp Cil M m G a5 M e� O " 364 z = ti, d e �i _. �._._ �_ z + - _.._ ,�__. _.___ ,,� _ _ ---.� ,,, -„y �, -Z a, ___ _ _ _ , _.__.._, c.�_ N a m ++ . W t N 360 360 ; - _ - �, + > - _ --- - - 11 - �-? , O: + +. + + {.{. a ao rn r ci mac, M to cfl -1u M J > �'► " v r7 360 m V>�� d +-' O • N: N ^ - N'1 .- ' � a •-- Q W .,: "' � �! W � W > ? > > Cj O ' W W N F �-1 ad kc. .- � 0^0 Q _"j i J W � � � z d W o +- i •-; . K z W W J m + Q <2W W W W w W ,,Jtl U CU' , W p1•- �Q U : V - d . J J + p�+ {:a Z __.__.,..._.-- _�_. a.__ � , ' __ „�_. -_-_ ..,_ _.__ a. _ _ ;....___ -__ _..,_ _ .. _. -.-._-, _._ _ _.. ___ -:. - _ _ .... _ _ = U Gi C>' ' d p. s . •r,., IC W JO a' W x W 6,d W 358 _ . ___ __ ___ _ C.) _ .. .. _ -_ .---_ . _- ..___ ___ .- . Q_. ,.. O � ' - - o _._. _ W w so i w c ar � + 0- N Q Q' •[ R° LY F- W- -- - __ ;- 0' - ♦ �'� _w '� 1_ • -. < 4 W .- V Q :.- G' d I 1 d 4 + Wmm + O W . Li Q: r- w ,5 , z> . Q a 358 - - -- Al_______`_ a: m N: Nz c . v a a 358 t - a �,�,__-_ -- ___ _t.._ ._ d� -_-__. _._. a _-- ..__ ._ .� , _+-.___�,_.._. _ __.__.__. a m ; ul cn am Uri a us a i -n a in c� +�- 0; Q Q �-- a a F` ,� _ 358 F- : c ? - i em v, N a Qo ci Q EXIST.' GROUND t a cj < c� ut zG14 N t ¢ .r -* vv ul m ut a in ; w m ,.� v "' 'r ; w Uri wad ur-i A CENTERLINE Lt M weal 5; cd in ^ '"� W ;03 " Otis < < 4W 356 __ _ _ _ , _.__ _;_ _ _ _ _-.- _ __-- _,-__- --_-_ . _ __ _ M __ W u, d0 = N m .PROPOSED NORTH FLOWLINE -'. _ . _ - -_ ._ W ua _ _ __ 35fi 356 - - _. _ _ _ - - - -- - -- - -- - -- s= -off -- _ _ _ _ _ _ 356 --, - -� -LA , _ _ _- _ _.._ _ a .._ ., s__ 354: _ _ _ ___ _ _ _ __ __:.____ _ __ __ _ .25X __.__ _ _. „ __.._ _ _ _____-- _______ _-_--- ___ - 99' - 0 w - --- 5-0.7 ---- - y. : s- . 354 354 -- - - - - - - - �XIST. GROUND A CENTERUN ' , S=-0 S=0.30X{ _- _ ___ ___ X sX 354 . - ' PROPO 0 N : TH FL WLI E - . _.__: _ .-_ .--_ t_.__ S - __ __ .. ___ __ __. _ 5 _-- __ . _ ._-- - __.._ 2 X _, ; 352 _ ____ __ _ _ . 1 _ __r _ 4 SEQ NOR 3 _ --_ - __ -__ __ - _ ___. 52 352 : - - - -_ - - _- - - --_ _- _- - -__ _ 07 ' S- Z7X � S ---O I PROPOSED NORTH FLOIi�JNf 3�J2 ___ ___--_--_. _______ ___ _-_ _ .__ v___ ___ __ __---_ _ _ _ __ _ _.___ ._ . _.__ _ ._._ ___ - _ ___-- ' ; 350 ___ __._,___.__.________ __ _______._-____--- _.__ __.___-___ __ _______ _______----___ _ . , __ 350 350 _ --- = -___ _ _ ___ __ --- _ _. _ __ _� _ ____ _ - -. _ _ _ _ __ _ _ __ ` 350 9+50 10+00 11+00 12+04 13+00 14+00 15+00 16+00 15+50 16+00 17+00 18+00 19+00 20+00 20+50 STATIONING TABLE - MEDIAN CURB CURVE TABLE 6" CURB CURVE RADIUS LENGTH TANGENT DELTA 1 40.00' 38.55' 20.92' 55'13'17" 2 65.00' 7.16' 3.59' 06'18'52" 3 6Q00' 49.38' 26.19' 47'09'23" 4 525.00' 50.22' 25.13' 05'28'50" 5 25.00' 17.17' 8.94' 39"21'10" 6 42.00' 66.77' 42.80' 91'05'07" 7 25.00' ,. 1&21' 9.53' 41'44'24" 8 523.00' 50.58' 25.31' 05.32'29" 9 25.00' 41.83' 27.70' 95'52'23" 10 25.00' 40.25' 26.00' 92'15'13" 11 488.00' 15.00' 7.50' 0145'40" 1 10.00' 8.t0' 4.29' 46'25'22" 1 10.00' 7.81' 4.12 444407" 14 482.00' 69.33' 34.73' 08'14'29" 1 488.00' 84.57' 42.39' 09'55'45" 1 10.00' 7.95' 4.20' 45'34'23" 1 25.00' 39,27' 25.00' 90'00'00" 1 25.00' 37.75` 23.52' 86'30'28" 1 512.00' 15 00' 7.50' 0140'43" 4 10.00' 7.82' 4.12' 44'47'02" 2 10.00' 8.09' 4.28' 4672'23" 4 518.00' 27.01' 13.51' 02'59'15" 512.00' 40.90' 20.46' 04'34'36" 51 20.00' 20.26' 1 11,09' 58'02'03" 475.00' 41,17' 20.60' 04'57'57" 25.00' 19.42' 10.23' 44'29'50" 42.00' 59.08' 35.62' 80'36'07" oc 5 1 + 1.38, C.L. TO STA. 20+04.00 C.L. PRIVATE STREET l*A� IR SCALE: 1" = 50' HORIZONTAL ) _'SSE 1" = 5' VERTICAL 11=6 R=59 370 _..:._____. __ . -_. _.__ _.__ _ .___ ,, _._ __ ._ ___ ______ _ .. _ ____.. _._... _ .._.. _ _ _. _ __ _ ___. ___- _ __ _ ._-_ _. -__ __ -__.__ __ __---- . 370 i : I . : i- _______-__l_______ . _____. __ ___ , _ T . _ . __ _._ _.._ . ._ _ _ _ ._ _ . _____..� .._�___.._ _ _. __ 368 - --- --- __. _ ___-- ._ __- _ _ -_ _____. ---I___.._ �. _ 368 _ .__ .__ _ --- _. __- __ __,_ . , 368 _ ___ __ ___ _ ___.. 368 , , . . F ; --- -- __-- ._..__ _._r___ 366 __ __ _ __ _ _ _ __ ,_ __._ ____ _ __ _.._ _v ___ ___ ,_ _,._ _.Y., __ _ _ _ _ _. ___ _ �I I v Q _ -.__ - _ __ . _ . _ v -- - - N 366 3fi6 _ -- _ _-_ _ __ _____ _ _ ___ _ _ __ _. _. _ . _ _____ ___ . II ------- 1w 1 0) >_366 N N _ , 01, W i > -r-- ..OZ W La 1 ,m7 .: - N O; tv; Nf N N m M , _t I J i \ ~ ___ .. _ _ _ os : 'v Ki uI- _. _.___.. �' _.. W. -- _ _ _ o __ m m v { _. _ -. _._ 364 _ _.. _ , __ __._ „ _ .. __. --._. _._ W ._. _ i.�n __ _ ___._ �• Q 364 - _ -- � _ -- - ---,U-- .� --- - -- - - ---- ..p, 364 Glij �! M' �. M '� W r a M> 1f1 � 3fi4 O M M> pl- d - _ 4J >� a: e� W �i e�f r� .. cel ui m .f �n to �o ,Mi _. .__.___. - - -•S w------ ---- - w > `:, 1 >; ? ,,,, O • J ;\ r'= �n M W s rq .�i ; W . (�3 362 __ __. . w--_-- __ __ _. J__._ J U O > �J ,�. fp VI -1 t W W > LL' -. - >a Z N at• W . , , W{ w W 2 .J J wJ W �fp �, - 362 362 N W *V -O W - Z-- �,� W-� "O :-� "fl n _ _� _ _... ._' ---�. _.--_.___ _._ Oro'1 U • P. +-: ,; Of �'' t� W �y W W W t P. 1� M U7 -� :� V -� W a m J Z 60-4 ; J wi M ' � d0 a} p1 - JJD_' � .. W - 362 �-:1 D: - f . - 07 ; ; @.k H'? O . O W r' Q 0 �' fb t1Y 'a" W W J i W D; W l� I� ti W 1h ' �' M Mt f''J Irl W,y,O „•/ •J - - f ^ .- m .-- Q m J 0 ^ �; s d' . �, .a: tF Via" W m O _ Q ' J M i m W Q W W I !__ +©IO°-____ U M_..d N,.___._ _.- - _..._ - N�_ .______--`;_.__. _ ..------- .__-- .__-- _ .. _ ._-- -. . -----,.---,I_._ > "• N u•� m t0 V � � �' � `�"� - - - GV - --- __-. 1,,_. -- �--- :M 45 Cp Cil M m G a5 M e� O " 364 z = ti, d e �i _. �._._ �_ z + - _.._ ,�__. _.___ ,,� _ _ ---.� ,,, -„y �, -Z a, ___ _ _ _ , _.__.._, c.�_ N a m ++ . W t N 360 360 ; - _ - �, + > - _ --- - - 11 - �-? , O: + +. + + {.{. a ao rn r ci mac, M to cfl -1u M J > �'► " v r7 360 m V>�� d +-' O • N: N ^ - N'1 .- ' � a •-- Q W .,: "' � �! W � W > ? > > Cj O ' W W N F �-1 ad kc. .- � 0^0 Q _"j i J W � � � z d W o +- i •-; . K z W W J m + Q <2W W W W w W ,,Jtl U CU' , W p1•- �Q U : V - d . J J + p�+ {:a Z __.__.,..._.-- _�_. a.__ � , ' __ „�_. -_-_ ..,_ _.__ a. _ _ ;....___ -__ _..,_ _ .. _. -.-._-, _._ _ _.. ___ -:. - _ _ .... _ _ = U Gi C>' ' d p. s . •r,., IC W JO a' W x W 6,d W 358 _ . ___ __ ___ _ C.) _ .. .. _ -_ .---_ . _- ..___ ___ .- . Q_. ,.. O � ' - - o _._. _ W w so i w c ar � + 0- N Q Q' •[ R° LY F- W- -- - __ ;- 0' - ♦ �'� _w '� 1_ • -. < 4 W .- V Q :.- G' d I 1 d 4 + Wmm + O W . Li Q: r- w ,5 , z> . Q a 358 - - -- Al_______`_ a: m N: Nz c . v a a 358 t - a �,�,__-_ -- ___ _t.._ ._ d� -_-__. _._. a _-- ..__ ._ .� , _+-.___�,_.._. _ __.__.__. a m ; ul cn am Uri a us a i -n a in c� +�- 0; Q Q �-- a a F` ,� _ 358 F- : c ? - i em v, N a Qo ci Q EXIST.' GROUND t a cj < c� ut zG14 N t ¢ .r -* vv ul m ut a in ; w m ,.� v "' 'r ; w Uri wad ur-i A CENTERLINE Lt M weal 5; cd in ^ '"� W ;03 " Otis < < 4W 356 __ _ _ _ , _.__ _;_ _ _ _ _-.- _ __-- _,-__- --_-_ . _ __ _ M __ W u, d0 = N m .PROPOSED NORTH FLOWLINE -'. _ . _ - -_ ._ W ua _ _ __ 35fi 356 - - _. _ _ _ - - - -- - -- - -- - -- s= -off -- _ _ _ _ _ _ 356 --, - -� -LA , _ _ _- _ _.._ _ a .._ ., s__ 354: _ _ _ ___ _ _ _ __ __:.____ _ __ __ _ .25X __.__ _ _. „ __.._ _ _ _____-- _______ _-_--- ___ - 99' - 0 w - --- 5-0.7 ---- - y. : s- . 354 354 -- - - - - - - - �XIST. GROUND A CENTERUN ' , S=-0 S=0.30X{ _- _ ___ ___ X sX 354 . - ' PROPO 0 N : TH FL WLI E - . _.__: _ .-_ .--_ t_.__ S - __ __ .. ___ __ __. _ 5 _-- __ . _ ._-- - __.._ 2 X _, ; 352 _ ____ __ _ _ . 1 _ __r _ 4 SEQ NOR 3 _ --_ - __ -__ __ - _ ___. 52 352 : - - - -_ - - _- - - --_ _- _- - -__ _ 07 ' S- Z7X � S ---O I PROPOSED NORTH FLOIi�JNf 3�J2 ___ ___--_--_. _______ ___ _-_ _ .__ v___ ___ __ __---_ _ _ _ __ _ _.___ ._ . _.__ _ ._._ ___ - _ ___-- ' ; 350 ___ __._,___.__.________ __ _______._-____--- _.__ __.___-___ __ _______ _______----___ _ . , __ 350 350 _ --- = -___ _ _ ___ __ --- _ _. _ __ _� _ ____ _ - -. _ _ _ _ __ _ _ __ ` 350 9+50 10+00 11+00 12+04 13+00 14+00 15+00 16+00 15+50 16+00 17+00 18+00 19+00 20+00 20+50 STATIONING TABLE - MEDIAN CURB CURVE TABLE 6" CURB CURVE RADIUS LENGTH TANGENT DELTA Q1 25.00' 20.56' 10.90' 47'07'46' C3 477.00' 41.82' 20.93' 05'01'25" (30 518.00' 161.90' 81.62' 17'54'29' 3 488.00' 59.55' 29.81' 06'59'29" SFA. 12+18.08, 5.00 RL 482.00' 44.62' 22.32' 05'18'13' ® 10.00' 7.81' 4,12' 44'44'07" 70 10.00' 8.10' 4.29' 46'25'22" ® 488.00' 15.00' 7.50' 01'45'40' []9 25.00' 35,45' 21.45' 81'14'51" g 500.00' 183.39' 92.73' 21'00'52" tt 500,00' 156.28' 78.78' 1754'29" ® 500.W 13.66' 6.83' 01'33'55' © 500.00' 142.62' 71.80' 16'20'35' 41 500.W 108.30' 54.36' 12'24'36' 4 6&OV 3.16' 1.58' 02'47'23' STA. 14+75.64, 3.00RT. 30.00' 28.21' 15.25' 53'53'03' 507.00' 34.62' 17.32' 03'54'45' 4 7.00' 21.99' - 180m'�' 493.00' 33.67' 16.84' 03'54'45' 4 3.00' 9.42' - 180100'00" 503.00' 28.49' 14.25' 0314'45' 4 3.00' 9.42' - 180100'00" 497.00' 28.15' 14.08' 0314'45' 51 20.00' 9.02' 4.59' 25'50'31' oc 5 1 + 1.38, C.L. TO STA. 20+04.00 C.L. PRIVATE STREET l*A� IR SCALE: 1" = 50' HORIZONTAL ) _'SSE 1" = 5' VERTICAL 11=6 R=59 370 _..:._____. __ . -_. _.__ _.__ _ .___ ,, _._ __ ._ ___ ______ _ .. _ ____.. _._... _ .._.. _ _ _. _ __ _ ___. ___- _ __ _ ._-_ _. -__ __ -__.__ __ __---- . 370 i : I . : i- _______-__l_______ . _____. __ ___ , _ T . _ . __ _._ _.._ . ._ _ _ _ ._ _ . _____..� .._�___.._ _ _. __ 368 - --- --- __. _ ___-- ._ __- _ _ -_ _____. ---I___.._ �. _ 368 _ .__ .__ _ --- _. __- __ __,_ . , 368 _ ___ __ ___ _ ___.. 368 , , . . F ; --- -- __-- ._..__ _._r___ 366 __ __ _ __ _ _ _ __ ,_ __._ ____ _ __ _.._ _v ___ ___ ,_ _,._ _.Y., __ _ _ _ _ _. ___ _ �I I v Q _ -.__ - _ __ . _ . _ v -- - - N 366 3fi6 _ -- _ _-_ _ __ _____ _ _ ___ _ _ __ _. _. _ . _ _____ ___ . II ------- 1w 1 0) >_366 N N _ , 01, W i > -r-- ..OZ W La 1 ,m7 .: - N O; tv; Nf N N m M , _t I J i \ ~ ___ .. _ _ _ os : 'v Ki uI- _. _.___.. �' _.. W. -- _ _ _ o __ m m v { _. _ -. _._ 364 _ _.. _ , __ __._ „ _ .. __. --._. _._ W ._. _ i.�n __ _ ___._ �• Q 364 - _ -- � _ -- - ---,U-- .� --- - -- - - ---- ..p, 364 Glij �! M' �. M '� W r a M> 1f1 � 3fi4 O M M> pl- d - _ 4J >� a: e� W �i e�f r� .. cel ui m .f �n to �o ,Mi _. .__.___. - - -•S w------ ---- - w > `:, 1 >; ? ,,,, O • J ;\ r'= �n M W s rq .�i ; W . (�3 362 __ __. . w--_-- __ __ _. J__._ J U O > �J ,�. fp VI -1 t W W > LL' -. - >a Z N at• W . , , W{ w W 2 .J J wJ W �fp �, - 362 362 N W *V -O W - Z-- �,� W-� "O :-� "fl n _ _� _ _... ._' ---�. _.--_.___ _._ Oro'1 U • P. +-: ,; Of �'' t� W �y W W W t P. 1� M U7 -� :� V -� W a m J Z 60-4 ; J wi M ' � d0 a} p1 - JJD_' � .. W - 362 �-:1 D: - f . - 07 ; ; @.k H'? O . O W r' Q 0 �' fb t1Y 'a" W W J i W D; W l� I� ti W 1h ' �' M Mt f''J Irl W,y,O „•/ •J - - f ^ .- m .-- Q m J 0 ^ �; s d' . �, .a: tF Via" W m O _ Q ' J M i m W Q W W I !__ +©IO°-____ U M_..d N,.___._ _.- - _..._ - N�_ .______--`;_.__. _ ..------- .__-- .__-- _ .. _ ._-- -. . -----,.---,I_._ > "• N u•� m t0 V � � �' � `�"� - - - GV - --- __-. 1,,_. -- �--- :M 45 Cp Cil M m G a5 M e� O " 364 z = ti, d e �i _. �._._ �_ z + - _.._ ,�__. _.___ ,,� _ _ ---.� ,,, -„y �, -Z a, ___ _ _ _ , _.__.._, c.�_ N a m ++ . W t N 360 360 ; - _ - �, + > - _ --- - - 11 - �-? , O: + +. + + {.{. a ao rn r ci mac, M to cfl -1u M J > �'► " v r7 360 m V>�� d +-' O • N: N ^ - N'1 .- ' � a •-- Q W .,: "' � �! W � W > ? > > Cj O ' W W N F �-1 ad kc. .- � 0^0 Q _"j i J W � � � z d W o +- i •-; . K z W W J m + Q <2W W W W w W ,,Jtl U CU' , W p1•- �Q U : V - d . J J + p�+ {:a Z __.__.,..._.-- _�_. a.__ � , ' __ „�_. -_-_ ..,_ _.__ a. _ _ ;....___ -__ _..,_ _ .. _. -.-._-, _._ _ _.. ___ -:. - _ _ .... _ _ = U Gi C>' ' d p. s . •r,., IC W JO a' W x W 6,d W 358 _ . ___ __ ___ _ C.) _ .. .. _ -_ .---_ . _- ..___ ___ .- . Q_. ,.. O � ' - - o _._. _ W w so i w c ar � + 0- N Q Q' •[ R° LY F- W- -- - __ ;- 0' - ♦ �'� _w '� 1_ • -. < 4 W .- V Q :.- G' d I 1 d 4 + Wmm + O W . Li Q: r- w ,5 , z> . Q a 358 - - -- Al_______`_ a: m N: Nz c . v a a 358 t - a �,�,__-_ -- ___ _t.._ ._ d� -_-__. _._. a _-- ..__ ._ .� , _+-.___�,_.._. _ __.__.__. a m ; ul cn am Uri a us a i -n a in c� +�- 0; Q Q �-- a a F` ,� _ 358 F- : c ? - i em v, N a Qo ci Q EXIST.' GROUND t a cj < c� ut zG14 N t ¢ .r -* vv ul m ut a in ; w m ,.� v "' 'r ; w Uri wad ur-i A CENTERLINE Lt M weal 5; cd in ^ '"� W ;03 " Otis < < 4W 356 __ _ _ _ , _.__ _;_ _ _ _ _-.- _ __-- _,-__- --_-_ . _ __ _ M __ W u, d0 = N m .PROPOSED NORTH FLOWLINE -'. _ . _ - -_ ._ W ua _ _ __ 35fi 356 - - _. _ _ _ - - - -- - -- - -- - -- s= -off -- _ _ _ _ _ _ 356 --, - -� -LA , _ _ _- _ _.._ _ a .._ ., s__ 354: _ _ _ ___ _ _ _ __ __:.____ _ __ __ _ .25X __.__ _ _. „ __.._ _ _ _____-- _______ _-_--- ___ - 99' - 0 w - --- 5-0.7 ---- - y. : s- . 354 354 -- - - - - - - - �XIST. GROUND A CENTERUN ' , S=-0 S=0.30X{ _- _ ___ ___ X sX 354 . - ' PROPO 0 N : TH FL WLI E - . _.__: _ .-_ .--_ t_.__ S - __ __ .. ___ __ __. _ 5 _-- __ . _ ._-- - __.._ 2 X _, ; 352 _ ____ __ _ _ . 1 _ __r _ 4 SEQ NOR 3 _ --_ - __ -__ __ - _ ___. 52 352 : - - - -_ - - _- - - --_ _- _- - -__ _ 07 ' S- Z7X � S ---O I PROPOSED NORTH FLOIi�JNf 3�J2 ___ ___--_--_. _______ ___ _-_ _ .__ v___ ___ __ __---_ _ _ _ __ _ _.___ ._ . _.__ _ ._._ ___ - _ ___-- ' ; 350 ___ __._,___.__.________ __ _______._-____--- _.__ __.___-___ __ _______ _______----___ _ . , __ 350 350 _ --- = -___ _ _ ___ __ --- _ _. _ __ _� _ ____ _ - -. _ _ _ _ __ _ _ __ ` 350 9+50 10+00 11+00 12+04 13+00 14+00 15+00 16+00 15+50 16+00 17+00 18+00 19+00 20+00 20+50 STATIONING TABLE - MEDIAN CURB STATIONING TABLE •- 6" CURB C.L. STATION REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q1 P.R.C. STA. 16+31.79, 15.05LT. STA, 16+32.05, F.O.C. 354.88' C3 P.R.C. STA. 16+39.05, 1&OOLT. STA. 16+39.86, F.O.C. 354.92' [3a E.C. STA. 17+10.97, 18.001-T. STA. 17+09.19, F.O.C. 354.70' [4 B.C. STA 18+04.37, 18.00LT. STA 18+02.59, F.O.C. 354.43' SFA. 12+18.08, 5.00 RL P.R.C. STA 18+11.51, 15.00LT. STA. 18+10.54, F.O.C. 354.35' ® B.C. STA 19+66.90, 14,95LT• STA 19+68.23, F.O.C. 354.05' 70 P.R.C. STA 19+7193, 18.OLLT• STA 19+76.32, F.O.C. 354.09' ® B.C. STA, 17+25.61, I&OORT• STA 17+32.12, F.O.C. 35165' []9 P.R.C. STA 17+32.75, 15.00RT. STA. 17+40.07, F.O.C. 354.60' g P.C.C. STA 17+62.03, 15.00RT. STA. 17+70.97, F.O.C. 354.55' tt E.C. STA 17+69.17, 18OORT. STA. 17+78.92, F.O.C. 354.60' ® B.C, STA. 19+14.94, 1 OORT• STA. 19+24.69, F.O.C. 354.24' © P.R.C. STA 19+61.22, 18.00RT. STA. 19+69.31, F.O.C. 354.12' 04 P.R.C. STA 19+68,48, 15.05RT• STA. 19+77.12, F.O.C. 354.05' oc 5 1 + 1.38, C.L. TO STA. 20+04.00 C.L. PRIVATE STREET l*A� IR SCALE: 1" = 50' HORIZONTAL ) _'SSE 1" = 5' VERTICAL 11=6 R=59 370 _..:._____. __ . -_. _.__ _.__ _ .___ ,, _._ __ ._ ___ ______ _ .. _ ____.. _._... _ .._.. _ _ _. _ __ _ ___. ___- _ __ _ ._-_ _. -__ __ -__.__ __ __---- . 370 i : I . : i- _______-__l_______ . _____. __ ___ , _ T . _ . __ _._ _.._ . ._ _ _ _ ._ _ . _____..� .._�___.._ _ _. __ 368 - --- --- __. _ ___-- ._ __- _ _ -_ _____. ---I___.._ �. _ 368 _ .__ .__ _ --- _. __- __ __,_ . , 368 _ ___ __ ___ _ ___.. 368 , , . . F ; --- -- __-- ._..__ _._r___ 366 __ __ _ __ _ _ _ __ ,_ __._ ____ _ __ _.._ _v ___ ___ ,_ _,._ _.Y., __ _ _ _ _ _. ___ _ �I I v Q _ -.__ - _ __ . _ . _ v -- - - N 366 3fi6 _ -- _ _-_ _ __ _____ _ _ ___ _ _ __ _. _. _ . _ _____ ___ . II ------- 1w 1 0) >_366 N N _ , 01, W i > -r-- ..OZ W La 1 ,m7 .: - N O; tv; Nf N N m M , _t I J i \ ~ ___ .. _ _ _ os : 'v Ki uI- _. _.___.. �' _.. W. -- _ _ _ o __ m m v { _. _ -. _._ 364 _ _.. _ , __ __._ „ _ .. __. --._. _._ W ._. _ i.�n __ _ ___._ �• Q 364 - _ -- � _ -- - ---,U-- .� --- - -- - - ---- ..p, 364 Glij �! M' �. M '� W r a M> 1f1 � 3fi4 O M M> pl- d - _ 4J >� a: e� W �i e�f r� .. cel ui m .f �n to �o ,Mi _. .__.___. - - -•S w------ ---- - w > `:, 1 >; ? ,,,, O • J ;\ r'= �n M W s rq .�i ; W . (�3 362 __ __. . w--_-- __ __ _. J__._ J U O > �J ,�. fp VI -1 t W W > LL' -. - >a Z N at• W . , , W{ w W 2 .J J wJ W �fp �, - 362 362 N W *V -O W - Z-- �,� W-� "O :-� "fl n _ _� _ _... ._' ---�. _.--_.___ _._ Oro'1 U • P. +-: ,; Of �'' t� W �y W W W t P. 1� M U7 -� :� V -� W a m J Z 60-4 ; J wi M ' � d0 a} p1 - JJD_' � .. W - 362 �-:1 D: - f . - 07 ; ; @.k H'? O . O W r' Q 0 �' fb t1Y 'a" W W J i W D; W l� I� ti W 1h ' �' M Mt f''J Irl W,y,O „•/ •J - - f ^ .- m .-- Q m J 0 ^ �; s d' . �, .a: tF Via" W m O _ Q ' J M i m W Q W W I !__ +©IO°-____ U M_..d N,.___._ _.- - _..._ - N�_ .______--`;_.__. _ ..------- .__-- .__-- _ .. _ ._-- -. . -----,.---,I_._ > "• N u•� m t0 V � � �' � `�"� - - - GV - --- __-. 1,,_. -- �--- :M 45 Cp Cil M m G a5 M e� O " 364 z = ti, d e �i _. �._._ �_ z + - _.._ ,�__. _.___ ,,� _ _ ---.� ,,, -„y �, -Z a, ___ _ _ _ , _.__.._, c.�_ N a m ++ . W t N 360 360 ; - _ - �, + > - _ --- - - 11 - �-? , O: + +. + + {.{. a ao rn r ci mac, M to cfl -1u M J > �'► " v r7 360 m V>�� d +-' O • N: N ^ - N'1 .- ' � a •-- Q W .,: "' � �! W � W > ? > > Cj O ' W W N F �-1 ad kc. .- � 0^0 Q _"j i J W � � � z d W o +- i •-; . K z W W J m + Q <2W W W W w W ,,Jtl U CU' , W p1•- �Q U : V - d . J J + p�+ {:a Z __.__.,..._.-- _�_. a.__ � , ' __ „�_. -_-_ ..,_ _.__ a. _ _ ;....___ -__ _..,_ _ .. _. -.-._-, _._ _ _.. ___ -:. - _ _ .... _ _ = U Gi C>' ' d p. s . •r,., IC W JO a' W x W 6,d W 358 _ . ___ __ ___ _ C.) _ .. .. _ -_ .---_ . _- ..___ ___ .- . Q_. ,.. O � ' - - o _._. _ W w so i w c ar � + 0- N Q Q' •[ R° LY F- W- -- - __ ;- 0' - ♦ �'� _w '� 1_ • -. < 4 W .- V Q :.- G' d I 1 d 4 + Wmm + O W . Li Q: r- w ,5 , z> . Q a 358 - - -- Al_______`_ a: m N: Nz c . v a a 358 t - a �,�,__-_ -- ___ _t.._ ._ d� -_-__. _._. a _-- ..__ ._ .� , _+-.___�,_.._. _ __.__.__. a m ; ul cn am Uri a us a i -n a in c� +�- 0; Q Q �-- a a F` ,� _ 358 F- : c ? - i em v, N a Qo ci Q EXIST.' GROUND t a cj < c� ut zG14 N t ¢ .r -* vv ul m ut a in ; w m ,.� v "' 'r ; w Uri wad ur-i A CENTERLINE Lt M weal 5; cd in ^ '"� W ;03 " Otis < < 4W 356 __ _ _ _ , _.__ _;_ _ _ _ _-.- _ __-- _,-__- --_-_ . _ __ _ M __ W u, d0 = N m .PROPOSED NORTH FLOWLINE -'. _ . _ - -_ ._ W ua _ _ __ 35fi 356 - - _. _ _ _ - - - -- - -- - -- - -- s= -off -- _ _ _ _ _ _ 356 --, - -� -LA , _ _ _- _ _.._ _ a .._ ., s__ 354: _ _ _ ___ _ _ _ __ __:.____ _ __ __ _ .25X __.__ _ _. „ __.._ _ _ _____-- _______ _-_--- ___ - 99' - 0 w - --- 5-0.7 ---- - y. : s- . 354 354 -- - - - - - - - �XIST. GROUND A CENTERUN ' , S=-0 S=0.30X{ _- _ ___ ___ X sX 354 . - ' PROPO 0 N : TH FL WLI E - . _.__: _ .-_ .--_ t_.__ S - __ __ .. ___ __ __. _ 5 _-- __ . _ ._-- - __.._ 2 X _, ; 352 _ ____ __ _ _ . 1 _ __r _ 4 SEQ NOR 3 _ --_ - __ -__ __ - _ ___. 52 352 : - - - -_ - - _- - - --_ _- _- - -__ _ 07 ' S- Z7X � S ---O I PROPOSED NORTH FLOIi�JNf 3�J2 ___ ___--_--_. _______ ___ _-_ _ .__ v___ ___ __ __---_ _ _ _ __ _ _.___ ._ . _.__ _ ._._ ___ - _ ___-- ' ; 350 ___ __._,___.__.________ __ _______._-____--- _.__ __.___-___ __ _______ _______----___ _ . , __ 350 350 _ --- = -___ _ _ ___ __ --- _ _. _ __ _� _ ____ _ - -. _ _ _ _ __ _ _ __ ` 350 9+50 10+00 11+00 12+04 13+00 14+00 15+00 16+00 15+50 16+00 17+00 18+00 19+00 20+00 20+50 2 132' UNE TABLE UNE NO. BEARING LENGTH L1 N83'26'52"E 153.23' L2 N65'32'23"E 24.29' N TEMPI2SUMP In IREMEN Woo VOLUME REO'D: 0.104 AC.FT. VOLUME PROVIDED: 0.104 AC.FT. 126` 132' 368 ; - ---- -- --- __-__. -r- --- -- - .------- -- - - ------------- __ .... -- . ---- --... ---------- - --- -- --- - . _ - --------- -_--- --- __ . _ __ --- --- _ ___ _ __ -_ _____-- -. __ _ __ _ ---,i; - _ - _-- _______w_,____, _ 368 1I II __ y _ _ _ _. ._,__ _ __r. _ _____ __,_.__ 366 _____ _ _ __ __.. ___ _ _ _ _ _ ___._ _.._. __ _ _ .. __ _ __ ____ _e__ � Dai - .n m = t c., . ri `°0" �1 I 366 .__, --- --..__.__ N Clm in �' N hOm N N N Q ' �' •1` L3 V'. 4. ',} U `•' Pi \ '�M i1+ _ - In 364 -� - _ _ ____ . - _ - _ __ _-- ___ __ _ - __ _ wl +sp,• -_ _ _..-__ - �2r _ ___ M �A M , ,,� M u7 > M ' ip M- - _ - 1.,: 3 M W> - 364 > M M M M M N7; �p _ _ . _ _ �. _�.. t0 m N (p ^ W : > - M I.- W - 9 > �Z>� V (y,�•\Z> � >_J OµdO' ...I, •J O) m d tU TEMP. SUMP DETAIL ' � , rx� W --___.._ _ W. _. W ' > __ _-- - > . __---_. , _._.__� . _ _. __ .._ i... y'�,�,� W >: � W Z d J > W > > : W J J W J . & w .J c -y ia1 A I J � L� 4.;'ui W Ki M - --._-_ -_.. _ C� 362 �W J W - J._- _. : _ `. W- LL!-__-----. W._..-_.-.---- - _ W___._'^..__. t� W, ti W W :a a z,kn J > W W tJ W z, y,l - J W - - -.-_.. - _t _,_...- =�---' __�-Lcf - .. ., j__ �. . --... _ . .._. - _ _-_ _.. . _. . -----f9 .. _ ---- - . _ _ ..-- ----___... _ _ --. _ _� .._ f.. - _r:W -t. _._. 1.. / _ ' Q K Qin , W t W W - r' W J t J W : -- _ - -�-- - - • if! y O, W 1'7 � 362 ) z � �A N W C4 'o- 0 4 Y � � �� .4 1" W � � �'I z 3 r < � . 6 � � (PRIVATE) C9 O V G �=� M cp m N 0 n mQr•J t0 EO O` rM` rl q tJt�n tD"`� V ..1� `QU-' �Om �� G 9> > Z LJ m j ,p t is a pp W eF W G v V4 in ; z .- ui W C71 La � 1. - i ZW L: G.1 W W .- yy,� >; J 364 $ N + - .-�- ,..._ _ _.__.____. ,.. _�_. _.,_._._-._-___.. �._ _____,._.- O _..CO _ ._.- _ `._ _ Ol.v-.__. •-__Q,ery.. .. -W __.n__.. _--._._.-.__._. _ __... �',._m0= __ _-.__ _,_..-.. _.__._- _...,_.. f7� d O Q W .�„ :Wm _ +� en + J J W W O m + 1 O m ; •.- O ' [`� Ol > V V+ N ' ° Q +.�_ .. s6 + ,_... _ - _ 4 to - - , 6 xlo + t + ' �+ + '" c� + �- J 'o . °°. c- + °° EXIST. `GFiO11h(D.. �_za �: ��z cic ci a ^�'�m - . IM -1 a �`' � .3V0 , h % a Q I + N A< a W W; � v. v: W A 'CENIERL9VE I z �+ I . 1 z" I a , i ..,. „� ;, .- '� ° •- Ej .�- Q d �� - .-' CT .Q D ft , 00 c-� HQ.. L7 Q Q V FQ•• Q N at U . r_ __.___._;_ -_ _ - ____ • '� r -__ca _____ • ,-_-_--_ ___ _ _. _ _ i __ _ _ Li z v <aa- ci c'� d d c�W r- �? z r Ci Cir �-��W _.___ -__. _ ___ 358. __ -- _ __ ____- z -• - __ . w W �, zQ O Q O- N Q a' _... _..----r-U Q d-' 'Q. _` - 9 l -_OW --- W F * ad Q C. ill r. r M 4J Gri (A o: � v --e , v t- d N 0: I_ c3 L, ,_ c�c2 m z � 0% -Li �� < ao - - - - . _ -a4 m - - Q -- -- _� � - ---- - - - 358 .1- < LJmm mN �52 W D L7 LL il}. _ u1- - , - w W_ --- ` 356 ` _ - - - ` __ _-- __ __ _ _ , _ _ __ _-- - _ _ -_ _ _ __ _ _ _. _ _ --_ ,, _. _ _ : _____ __-- __ ___.. - : 356 , . 354,23 S=-O.66X S=O 25X 5=-0.25X ELEV STATIONING TABLE - MEDIAN CURB 126 REF. NO DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV ® E.C. STA. 11+07.76, 5.00 LT. 355.41' 356.24' 0 P.C.C. STA. 12+18.08, 5.00 LT. 355.13' 355.96' ® B.C. STA. 12+54,22, 5.00 LT. 355.04' 355.87' ® I E.C. STA. 12+54.22, 5.00 RT. 354.85' 355.68' ® I P.R.C. SFA. 12+18.08, 5.00 RL 355.06'355.89' ® B.C. STA. 10+97.76, 5.00 RT. 355.37' 356.20' © P.C.C. STA. 13+73.14, 3.0OLT. 354.69' 355.19' ® E.C. STA. 14+01.47, 3.00LT. 354.62' 355.12' ® B.C. STA. 14+36.62, 3.00LT. 354.71' 355.21' ® I E.C. STA. 14+36.62, 3.00RT. 354.69' 355AW 31 E.C. STA. 14+01.47, 3.00RT• 354.60' 355.10' ® P.R.G. STA, 13+73.14, 3.00RT. 354.67' 355.1 T ® E.C. STA. 14+75.64, 3.00LT. 354.72' 355.22' ® B.C. STA. 15+15.44, 3.00LT. 354.82' 355.32' ® I E.C. STA. 15+15.44, 3.00RT. 354.81' 355.31' ® B.C. I STA. 14+75.64, 3.00RT. 354,71' 1 355.21' 2 132' UNE TABLE UNE NO. BEARING LENGTH L1 N83'26'52"E 153.23' L2 N65'32'23"E 24.29' N TEMPI2SUMP In IREMEN Woo VOLUME REO'D: 0.104 AC.FT. VOLUME PROVIDED: 0.104 AC.FT. 126` 132' 368 ; - ---- -- --- __-__. -r- --- -- - .------- -- - - ------------- __ .... -- . ---- --... ---------- - --- -- --- - . _ - --------- -_--- --- __ . _ __ --- --- _ ___ _ __ -_ _____-- -. __ _ __ _ ---,i; - _ - _-- _______w_,____, _ 368 1I II __ y _ _ _ _. ._,__ _ __r. _ _____ __,_.__ 366 _____ _ _ __ __.. ___ _ _ _ _ _ ___._ _.._. __ _ _ .. __ _ __ ____ _e__ � Dai - .n m = t c., . ri `°0" �1 I 366 .__, --- --..__.__ N Clm in �' N hOm N N N Q ' �' •1` L3 V'. 4. ',} U `•' Pi \ '�M i1+ _ - In 364 -� - _ _ ____ . - _ - _ __ _-- ___ __ _ - __ _ wl +sp,• -_ _ _..-__ - �2r _ ___ M �A M , ,,� M u7 > M ' ip M- - _ - 1.,: 3 M W> - 364 > M M M M M N7; �p _ _ . _ _ �. _�.. t0 m N (p ^ W : > - M I.- W - 9 > �Z>� V (y,�•\Z> � >_J OµdO' ...I, •J O) m d tU TEMP. SUMP DETAIL ' � , rx� W --___.._ _ W. _. W ' > __ _-- - > . __---_. , _._.__� . _ _. __ .._ i... y'�,�,� W >: � W Z d J > W > > : W J J W J . & w .J c -y ia1 A I J � L� 4.;'ui W Ki M - --._-_ -_.. _ C� 362 �W J W - J._- _. : _ `. W- LL!-__-----. W._..-_.-.---- - _ W___._'^..__. t� W, ti W W :a a z,kn J > W W tJ W z, y,l - J W - - -.-_.. - _t _,_...- =�---' __�-Lcf - .. ., j__ �. . --... _ . .._. - _ _-_ _.. . _. . -----f9 .. _ ---- - . _ _ ..-- ----___... _ _ --. _ _� .._ f.. - _r:W -t. _._. 1.. / _ ' Q K Qin , W t W W - r' W J t J W : -- _ - -�-- - - • if! y O, W 1'7 � 362 ) z � �A N W C4 'o- 0 4 Y � � �� .4 1" W � � �'I z 3 r < � . 6 � � (PRIVATE) C9 O V G �=� M cp m N 0 n mQr•J t0 EO O` rM` rl q tJt�n tD"`� V ..1� `QU-' �Om �� G 9> > Z LJ m j ,p t is a pp W eF W G v V4 in ; z .- ui W C71 La � 1. - i ZW L: G.1 W W .- yy,� >; J 364 $ N + - .-�- ,..._ _ _.__.____. ,.. _�_. _.,_._._-._-___.. �._ _____,._.- O _..CO _ ._.- _ `._ _ Ol.v-.__. •-__Q,ery.. .. -W __.n__.. _--._._.-.__._. _ __... �',._m0= __ _-.__ _,_..-.. _.__._- _...,_.. f7� d O Q W .�„ :Wm _ +� en + J J W W O m + 1 O m ; •.- O ' [`� Ol > V V+ N ' ° Q +.�_ .. s6 + ,_... _ - _ 4 to - - , 6 xlo + t + ' �+ + '" c� + �- J 'o . °°. c- + °° EXIST. `GFiO11h(D.. �_za �: ��z cic ci a ^�'�m - . IM -1 a �`' � .3V0 , h % a Q I + N A< a W W; � v. v: W A 'CENIERL9VE I z �+ I . 1 z" I a , i ..,. „� ;, .- '� ° •- Ej .�- Q d �� - .-' CT .Q D ft , 00 c-� HQ.. L7 Q Q V FQ•• Q N at U . r_ __.___._;_ -_ _ - ____ • '� r -__ca _____ • ,-_-_--_ ___ _ _. _ _ i __ _ _ Li z v <aa- ci c'� d d c�W r- �? z r Ci Cir �-��W _.___ -__. _ ___ 358. __ -- _ __ ____- z -• - __ . w W �, zQ O Q O- N Q a' _... _..----r-U Q d-' 'Q. _` - 9 l -_OW --- W F * ad Q C. ill r. r M 4J Gri (A o: � v --e , v t- d N 0: I_ c3 L, ,_ c�c2 m z � 0% -Li �� < ao - - - - . _ -a4 m - - Q -- -- _� � - ---- - - - 358 .1- < LJmm mN �52 W D L7 LL il}. _ u1- - , - w W_ --- ` 356 ` _ - - - ` __ _-- __ __ _ _ , _ _ __ _-- - _ _ -_ _ _ __ _ _ _. _ _ --_ ,, _. _ _ : _____ __-- __ ___.. - : 356 , . 354,23 S=-O.66X S=O 25X 5=-0.25X ELEV 3 126 3 .STD. ST -3. ----------�-- DWS: 354.2S ELEV.--------... ---- 1-1 __-_. __ __ __ __. 354 �___�_____.-----,-___l__- .___. - _- ___-__ - _-- _ __ ____ - _ _ _.. _ SU ELEV �- s_ _ ___ _ ___ _,_. _-- __-- __.._. _._ _ ______._ __ _ __ ._ _ _ _ ____ _ _ ... _ MP BOTTOM 353 73 - - - - 354 __ _ __ S -O.25X S=Q25 T : • I ; 4 . v , . : , - t - - - -...4_�__ .- -.__._ __.-.._____. S?�D - ._ 352 - __.----__. _-- -_-- --- __. t_ _._____} __-____, __ _- ______ _-- --___ _ __ .__ ____. _-_-,-- - ____ __ _ __-- -- _ A TEMPORARY SUMP DETAIL _ --__ -__-_ _ _. _ ___- __ _- - ___ _ ___-_ .I�:zz� ,L7i�IL. - - - - - - _ _ -- - 352 pROPQSEO SOUTH FLOWUNE 68X - - - - - 2 SCALE: 1" = 20' 554.23 ELEV. , 350 _. _____ _ __ _ _.___ _ ___ _ _ - -_ -_ . __._ _ _ _-_ .___ _ . __-.._.__ . _._ _ . __. _a _ ___ _ .____ __ __ _ _ . _ _ _ .._ _ 350 REQUIRED VOLUME: 0.104 AC -FT PROVIDED VOLUME: 0.104 AC -FT 9+50 10+00 11+00 12+00 13+00 14+00 15+00 1fi+40 17+00 18+00 19+00 20+00 20+50 AREA: 1.174 AC C=0.59 VOLUME PROVIDED: (126*24) X 1.5 _ - 0.104 AC -FT VOLUME REQUIRED: 0.15 X (1.174 X 0.59) = 0.104 AC -FT LEGEND: LEGEND: ,CONT.) LEGENQ(CONT.) CONSTRUCTION NOTES• ,¢ s ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ;- CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY » » �. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE �� ,P• �!„ `F� 'a FURNISH W/ 3' WINGS PER C.O.B. STD. ST -4. �1 CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STP. ST -1. �'.�/ CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND 'j F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W31(CA)- - END s _e isa ' C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R26(CA)" - NO PARKING � CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. No s .T ELEV ELEVATION EVC END VERTICAL CURVE PARKING AREA - SEE NOTE 6. " " " » 14 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. Exp. 0 - BCR BEGIN CURB RETURN PI POINT OF INTERSECTION - - n STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS , ;' ' Q3 CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. " " , ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 15 TYPICAL STREET BULGE - SEE DETAIL 6 ON SHEET 5. OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE ® AND S6" REVEALTRUCT 6* CPER DETAIL CRETE U"'I" ON SHEET RB WITH 12" TOTAL CURB HEIGHT 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. T- . BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. s�4r 1\1\k- , EC END CURVE TC TOP OF CURB 8S- UTILITY 9 S 3 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' EOFCAO CONSTRUCT TYPE 'A" CATCH BASIN WITH 3,5' OPENING PER S=SEyy� 5 PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1 PROPOSED STRIPINGS AND MARKINGS. D SIO r- to PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT �' Q TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.Q0' COMPACTED OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O=DRAIN FOR DETAILS. 1� FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. F.O.C. FACE OF CURB A.P. ANGLE POINT ...._.�S SEWER _REFER 7'0 SEWER &STORM GRAIN PLANS SECTION DESIGNATION: © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. STD. ST -9. P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER l9 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS ` P PROPERTY LINE SECTION LE7'TE » , Q SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FOR DETAILS. q9 CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. t3 FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. k______ A PLAN A$7A. EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. �$ CONSTRUCT 10' MEANDERING SIDEWALK PER C 0 B �_- FURNISH & INSTALL STREET NAME SIGN PER C.Q.B. STD. T-1. no' � now.m, ,mo now nor on, mo- sow � UNIT BOUNDARY 2 SHUT WHERE SECTION IS SHOW /1-0\Q .STD. ST -3. FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS /?l CONSTRUCT 6 WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD' T-1' - - - - --- - - - - - - PROPOSED SAWCUT LIMIT UNE l0 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN # COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. <Z FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LEO" TYPE. SEE DETAIL '5' ON SHEET 5, 1 CURVE NUMBER FOR CURVE DESCRIPTION aCONSTRUCT FOR FOR DETAILS. TYPE Al -6 CURB WITH 6" REVEAL PER CALTRANS 0 CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING -EED- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER M FLOWLINE STATION - SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. C.O.B.SM. ST -14. ITEM WORK- sEE eoNSTRucTION NOTEs Q SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ®CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD, ST -3. rl Fv&rt,4�Std �r•�STDu 14' 9n�1'II.E I1t`D� �K�vS'i� �sTl4�'�T LIGIfi CITY ENGINEER/DESIGN ENGINEER. aS CONSTRUCT TYPE "M" -l0" REVEAL MEDIAN CURB PER III wIIILu I -00w ea,l AL.LCOXT C.O.B. STD. ST -2.I..- "-. r) � 0 uo CDz uj9 w Z z J CD z >- 3 cn w Of k 11 UNIT 1 I► l 0 6 5 7 9 ' " o �- � J8 ��' 10 " I / 4 rL3 a ► Sr ICJ -i -! I -! J 1-= 0 M a 4 1 0 14: o $ I cNpuNi $ -! c i 1 � ! - ►u N �1 �-j O ci W Cj A'i - "-i rq. �- `•j" Ej W nA•1 ( V dam'' 01 ,rd5 ? ' o , . � o , co o C4: Mj v o o na .r-! c; -' o ao N rn o v y, No J in: `` 104 i,_ �` �i zap d . i . } 0 ;q 0 �� 1 -;6 0 � _!d 4- / `� LV M t+ O 4 +I cD (+ cD o0 GC fL Z W W L. 4. W 4 / y. �i0 1i! O �a� O a n IN r N + ,O W V rMo dr �F',I.Z th( jJ 1�iC0dy O O W U� f �a ! 4 Ci W W_ + M d U .>- dui NI O o�0 C 10 co �y } coN� cCEO r 1* 1� tp �}!y 'o :Y © � � / V O. cy �yJ - rin ¢ O ¢ M Q 4 „•J GCC . . . >- O Y- O ap la d * N! c2� �' 00 "d' JN a� T O� iy, ,Of �3y� + IQ 3 i.. ,fir Jcp I�tiir OOI� AD.J (R!p 't(j ¢ Of ¢ tI� �q. � Q �p NO i, 1 G• / Or% v •� F NZ'� ~ - + ++ _> `, I- Q 1 NMf►7 MIW �+�IiyOj d1[� Q + 3 +W fes.= co 3 + Nt0 e1 O' COS M Q $ + V "i W r o Q Opp N L7 1- r p +++ + ++ 6:1 ++ } Cir W �d ► N I7 N Nm c, a: 04A & V) N< cV CZJ to qo --4 M N +yJMG�W IM NLL+ N' y� OG // Id Z t 0 p Q„4Z1N N N NqO N 0.N1+ Z OO = Qo LIC OW 1!t 1 1 F¢- 1 � O - I I4 '.rim =� 1 NN JN O Q O � C9 NN N O 1 N %� R� � , 4, 5d n1NrQ-�NO. ( C)if¢� �N1 (__N1 V) �+�OV«< ¢V < d Ci «Q f- t- I SCJ �! 0' NN d 41 N 41 chin 1F» IN / X� 11JK�/ Q.4 5 N Z Q z f -1-1- cn I l- W z r -l- r N N cd «, c-� �n +�+C < Wlal L�lVI(n Ln NZO W 1n {n F-1-- F- Oc / r .�� a rr m cncn n cn O ti �� v - Ew il d r N N 1 2 2 Cy Q• X e4 G• X N 4 6 3 3 4 5 /L 4 6 7 s 8 �� ,/:ted, ,h, F° �. �t°t`ww �° ��v 13 ,�v s• -.�.� _:a'... :.� .... _.j. , .... o �jP Q ,L �4d�11 W 4 "- ,�•" - 4 - j+00 -I� S 8 5• S ,�., R.. 7 14 �•` c�,,�1 yk g• .,,� "s zo+ �~ 1 "' 9 10 r -i-- - _ - _ +- `ar'-� - S oo `� 2� x� C. , �, Zuac` mss- „_ �.,� N - •.. * 1 4 23+00 S85'49'(i0"W 323.56 12 1 ` ` ry 25k01 �/� %_ a W �+ 5 � � O za-,-- �sL �` / / 2 j P/L cr U SCP' �. - ` °'` N, - >• o >a & `S 0 6 0 2 1 \ t ;' P.R.C.-P.A.F L �, �! , 32 q °' r w3 ,� 'Ni'>, 14 ``I o� 11 1 I'. STA. 25+16.78, C. LT., r � `" j 6 I� o o d"I �LLJ a„E ! N t.. PEMBERU:Y PASSAGE AVE.= w ` ` � o - m� N3 , r- u Uo- 06 L� �, 00 LL o ?5 ,/� 8 F STA 25+43.73, P.A.F.L ' ! ! ` vim,. � - A- `°t% , vo- O 00 , .s � � � cNv >- �F � '>I� '� v J©d � � W 1 l;, - _ STA. 25+ - d� 0 w> >• 3 + z - 54.00 F.O�C� +1 l a' .�•� ac caw a Z a, w y �� 1 ¢ OD ¢ d NI M ci4 0: L` ��`. 1 ! c» w 7 cs ,n cs + 3 + w N Z3 ti o P.R.C.-F.O.0 1 d+ ! w �v cp >' o• c0 d+• y r+�r >,o $ Jr NI¢ N n dl- W_ ' \ , ` -, �;,ei .�r % � � cn I P -A t- „� y c+ N ►- `' N N ti cr L j �ci�n -ci,C, i STA. 25+18.83. C.L. 20.21LT., \ x` 6,� W x k y c ,n X%N a F- PEMBERLEY PASSAGE AVE.= cQioo Nvi o STA. 25+61.60 F.O.C. r ,+In 5 m )ro%.o, a N C�Q,'� ti� Ln �, o++ + ✓ i s ! 0� �r 1�ii j Ni% - !6 Y,& L�rL'(1 6 1 I aW Nl:4" NN 8 t - 1 5 1 ! ! v, r�N c%i �Q vrj,v, ` rYu, v r N�2 I 34 f o I a,.I t `t DRIVEWAY J r ! o` mac) �j r, - u� ti c!� c!� z� r< -F¢- v t¢ -r t 0� STA 25+87.97, F.O.C. 1 ! ! o.fl-� `�NEND P.A.FL4 F.O.C. 33 WW L+,LnLn m Nti F`I [" �J�>> t ! 1 1, BEGIN P.A F.L o F.O.C. 35 ROCKERY STREET E.C. GRADE BREAK-F.O.C. _ , \ ! 31 STA. 22+34.57 F O.0 8.00RT.= STA. 22+36.88, C.L. I&OORT.- (PRIVATE STREET) STA. 25+31.43, C.L. 18.00LT., _ 1 ! ` !` . STA 22+38.07, F.O.C. PEMBERL.EY PASSAGE AVE.= I �� STA. 22+35,44. P.A.F.L l \ - STA. 22+38.94, P.A.F.L SEE SHEET 4 STA. 2574.46. F.O.C. 16 W. R .03 UNIT r 1 E.C. GRADE BREAK-P.A.F.L S'EE STA.EMBER EYE PASSAGE 0 AVE - PEMBERLEY P J -_ A S� A G E AVENUE STA. 25+58.68, p.q.F.L. (PRIVATE STREET) STA. 20+00.00, C.L. TO STA. 25+31.43 C.L. - SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 -___ ________-___--__________ _ _ . _ _ - - __ --- _-__ _ _ _ __.__ 364 1 366 ___ _ __ . __ . ; o - - m . , ao coivN �- . _ _ ._. _ ___ _ ,..__... _ __ ,__ rs___ _ _._ . _ _ .. ;� o N : NCO to; �n' 3 --, - �: M �" ,4 , 364 __ ___--_ ___ __ ._ _ ____ _____ - _ E �, ►7 tf! :._ _ M M 1n •._ - Z5 coo, ._. __, a W W ;�� W 2 W J W, �Wp O W: Y J ` W ------ a- W, 1 W - -{ 362 360 -- --_- - - _ •W _ < W �I , w Ci. - __ _ _ _ -1 W _ _. _ . ; __ ___ _ _ _ _. _ __ - . 1 i! _c � ^, 4 __-- - _ p - : ___ _ z o 4: O4 ;lid .. i ,e04. W W Z t!f : W v..+'4 w _. -_ -�..i �.:r'_.� tD._._-, _... __ 360 i .____. _ _ __ _ _ _ __- __ __-- � + ---_- d a c + + cn cs - f o �Q < `'` ``;y,I °� 358 - o-. --- ---- _ v1, o + d d y� N < G Z5 N i N - O <V - _ _. -__ < �1 W N d n N-_. M! M i- W < 1 EXIST. GROUND I Q � c�3 N - _ _. _.__ ._. _ _.___._ _.__ _. ''' < a .� v d a ; o I ci. 1; N; chi N.- - - - - Ln CENTFtRUNE z . l- W , z cj ,4 v ¢ ar 358 356 , _ ._ _ W ti 'W W z c]. t- . 1-• a a' d - --- y .---____, _._ .---,. _.___ _.. _re-__ _-_- W m In , 4- N H N - - _.v . -I - _ _ W N -- . _ a ___ -...... -. ` 356 354 ' __ _--c-_ s - - -- ==0 256" ____. _ _ _ _ _;. _. __ _ _ _ -_ _ _ _. _ ._ _ SEE SH - � = -- EET 2 i - y 5=0358 - - _ - - ......� 35 _.. 5-0.258 352 } ___ ___ s._ -_ = 4 S= -0.25X ' , PROPOSEQ NORTH FI.OWUNE - ___,_ _-----.-----_. ____ _____ _. , , r , ` -- - -- - - _._ _. . SEE SHEET 4 _.._._._ ,_. .__ ...,__-._. ___ __ �_T.___�_ x -i-.. 352 350 ___._ _ . __ .__ _ _,__ . _ _ _.__ __ _ 22+OQ 23+00 24+00 ___ _ _ _ __ �_ _ _ ____ _,_ _. - 19+00 20+00 21+00 350 25+00 26+00 366.----_.�_-_.___�_.--_--__----___.- ; -___-__._- z----_---_______ _____ ______ ______ ____ _ ____ # _.__ 364____ ____ r_ _ __. .. ___ ___ _ ____ �- - ___- _ N r r. a -___._ �<_-.. ..----,- oft. --- - .- ____ »: �, N N 362 _ _ _ _._�_ __ _. -__ M M M M __ _ , N d ---- �, _� n: i. > -'-'m __! � o t_3 - c'`> M W �� W W' V Z ": j'w 9- a .. W Ni 4 W I m t1_ ;._ __. r' - 360 . _ _;___-.._____ .___-_ - _A -2 _ �� _.._ __. --. _.__ _ �`� 0, UZd r7 tt:.. _ i �A III �,' W W - .;..1. +r _. .-- a 4 J W �z CO Cf; '�' 46 . j 1A M C 358 f W Q � W �.01 _j N �: .> : �, Q d d _. dit - --� , -' ____ _._. - - YNY- - `-_ N i -a N :4t._a' N . _ `- f____ i EXT' L is N "* ,� doci ,� v �` „ z a t ' m r r M f• 4dati Ln La! N� Z t<- N; V W W CA 35fi _ , _ __ : _ _-__ _ __ < Ln o - --� - - - _._. _ _ _. - _ _•.. , - 354 ' _ , s=-o.z x� - - - - '-- - 352 __. _.. --- : S=-1.02* 5 ` i ---------. _ __ .___ __ , S=a I OPO SOU OWLI - _ -. � _ . _._ 2.2 _ _ _ _ __ PROPOSED 1H' FL N 748 S= 41G 350 __ __ -_-__ __ _ __ -_ _____ ______ ----- _________ _ _-_____:_ _-____ __� ___ .____ __ -�____ _ _____,. 19+00 20+00 21+00 22+00 23+00 _ - STATIONING TABLE -MEDIAN CURB __�tp __ ______ ___.__-- 366 _ m F.O.C. STATION T.C. ELEV. ...--- _ __ _ _ _ _ --_-- . 364 " M 353.79' I B.C. NOT USED 354.77' 355.27' ® ---Cr' , - jzco _j-_., �_ W W, © T 'n 40__ _._ _ __ _ _ _. - _ __ 362 W d O --_` . o..-- q M t M M rrj � , -1� R>> STA. 22+49.77. 15.00.T.STA. 22+58.83, F.O.C. > I _ 360 Q 11-6 N A-_- w w w `'' i __ �� .0 .4 _ N a �1,-_-_ _. _ _ _ __ _.___- 358 W w to In (n ® r M Lii i , 353.73' _ E.C. - _77 - _ -.�__-- -- _..-- __ _.__ _ __ _- _ 356 NOT USED 14.95' 7.55' 19'55'11" -.___ � ___ ___ _ _ _ _ } ___ _ _ ---- 354 _ _, _ s=a9 98___ __. -_.-_ __ : __ __ , ; ___ _ __ , _________ 2 _ ,___ _-_z._ SFA. 23+95.30, F.O.C. 353.79' ____ _ __ ____ -A-_ ._ ;i;I� --_ ___-= 350 24+00 STA. 10+59.9% F.O.C. 354.64' ® 25+00 26+00 LESE,ND:.. LEGEND: CONT � J.E�;D: C±�Q.� _ ABBREMATIONS Rt CONSTRUCTION NOTES: F.L. FLOWUNE i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY CONSTRUCT TYPE B" CUR8 &GUTTER PER C.O.B. STD. ST -1. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE MOTES: PovC POINT ON VERTICAL CURVE "R1-1" - STOP "W31(CA)" - END ry W/ 3' WINGS PER C.O.B. S'I'D. ST -4. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND C.L. ELEVATION EVC BEGIN VERTICAL CURVE "R26(CA)" - NO PARKING V CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN 1M STORM DRAIN -SEE SEPARATE SEWER AND ELEV ELEVATION EVC ENO VERTICAL CURVE '`, 1' ` PARKING AREA - SEE NOTE 6. NTH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. BCR BEGIN CURB RETURN PI PANT OF INTERSECTION - - D 14 TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. " „ STORM DRAIN -REFER TO SEWER do STORM GRAIN PLANS ® CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C.ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE " 15' TYPICAL " " BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE - REFER TO SEWER do STORM DRAIN PLANS ® CONSTRUCT 6" CONCRETE CURB WITH 12 TOTAL CURB HEIGHT ICAL STREET BULGE - SEE DETAIL 6 ON SHEET 5. OVER 0.40 AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO EC ENO CURVE TC TOP OF CURB �- PIPE SIZE AND 6" REVEAL PER DETAIL 'ION SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 8 S-- UTILITY 3. HOVINGHAM DRIVE (LOCAL COLLECTOR -PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETENLESS NOTED OTHERWISE. p_pRAIN 50 PROPOSED BLOCK WALL &LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. rn, " " ) TO BE 0.30' C.O.B.c.o.e. sTD. D-14, E B A.C. OVER 0.40 AGGREGATE BASE OVER 1.00' COMPAC'•- F.O.C. FACE OF CURB q•p, ANGLE POINT FOR DETAILS. P.A.F.L. PARKING AREA FLOWUNE C/G CURB dt GUTTER • --------s------- y _REFER TO SEWER &STORM DRAIN PLANS SECnoN DESIGNAT1oN• �6 PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.� C ISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. P/L PROPERTY LINE SECTION LE 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. STD. ST -9. Q FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 SEWER CLEANOUT - REFER TO SEWER do STORM DRAIN PLANS. D PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 4. ALL CATCH BASINS TO BE TYPE "A" - _ A O FOR DETAILS. q9 CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD WITH 3.5 OPENINGS EXISTING SURVEY MONUMENT ® SEWER MANHOLE -REFER TO SEWER do STORM DRAIN PLANS. - - - - PLAN A87A. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. --- 2 ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. FURNISH do INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. " q « UNIT BOUNDARY SH ET WERE SECTION IS SHOym Q FURNISH AND INSTALL TRAFFIC SIGNS - SNE SHEETS FURNISH do INSTALL METRO STREET NAME SIGN PER \9 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. C.O.B. STD. T-1 - - - - -- - `• - - -- PROPOSED SAWCUT LIMIT UNE LINE TABLE UNE N0. I BEARING LENGTH Lt N24'27'37"W 126.69' STATIONING TABLE -MEDIAN CURB STATIONING TABLE - 6" CURB E.P. ELEV. T.C. ELEV. REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q E.C. STA. 20+91.89, 18.00LT. STA. 20+98.52. F.O.C. 353.79' I B.C. NOT USED 354.77' 355.27' ® I E.C. ISTA. © B.C. STA. 22+13.35, 18.00LT. STA. 22+19.98, F.O.C. 353.49' ® P.R.C. STA. 22+20.49, 15.00LT. STA. 22+27.93, F.O.C. 353.42' 10 P.R.C. STA. 22+49.77. 15.00.T.STA. 22+58.83, F.O.C. 353.42' ® E.C. STA. 22+56.92, 18.00LT. STA. 22+66.78, F.O.C. 353.5D' Q B.C. STA. 23+57.59, MOOLT. STA. 23+67.45, F.O.C. 35.3.75- M P.R.C. STA. 23+70.19, 20.21LT. STA 23+80.31, F.O.C. 353.80' ® P.R.C.STA. 20+96.97, 15.00RT. STA 20+97.35, F.O.C. 353.73' F01- E.C. STA. 21+04.11, 18.00RT. STA. 21+05.30, F.O.C. 353.78' 11 NOT USED 14.95' 7.55' 19'55'11" Q B.C. STA. 23+86.17, 18.00RT. STA. 23+87.35, F.O.C. 353.84' Q P.R.C. STA. 23+93.31, 15.00RT. SFA. 23+95.30, F.O.C. 353.79' Q P.R.C. STA. 10+59.14, 35.00LT. STA. 10+59.9% F.O.C. 354.64' ® E.C. STA. 10+66.28, 38.00LT. STA. 10+67.90, F.O.C. 354.71' 1@ B.C. STA. 11+02.18.38.00LT• STA. 11+03.81, F.O.C. 354.84' ® P.R.C. STA. 11+13.32, 39.82LT. STA. 11+15.14, F.O.C. 354.80` 0 P.R.C. STA. 10+58.14, 35.00RS. STA. 10+58.95, F.O.C. 354.63' ® E.C. SFA. 10+65.29, 38.00RT. STA 10+66.90, F.O.C. 354.71' ® B.C. STA. 11+02.19, 38.0ORT. STA 11+03.80, F.O.C. 354.80' 21 I P.R.C. I STA. 11+13.32, 39.82RT. STA. 11+15.14, F.O.C. 354.85' LINE TABLE UNE N0. I BEARING LENGTH Lt N24'27'37"W 126.69' STATIONING TABLE -MEDIAN CURB REF. NO DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. Q B.C. STA. 10+50.00, 10.00LT. 354.62' 355.12' ® E.C. STA. 10+50.00, 10. T. 354:62' 355.12' ® I B.C. STA. 11+11.69, 10.00LT. 354.77' 355.27' ® I E.C. ISTA. 11+11.69, 10.00RT. 1 354.77" 1 ` 355.2_ LINE TABLE UNE N0. I BEARING LENGTH Lt N24'27'37"W 126.69' PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) SEE SHEET 2 T I i 41 I I: It -A i 11• DOWNTON COURT CURVE TABLE a N CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 68.65' 34.38' 07'52'01" 2 37.00' 58.12' 37.00' 90100'00" 3 518.00' 95.19' 47.73' 10'31'46" 4 512.00' 94.09' 47.18' 10'31'46' 5 10.00' 7.95' 4.20' 45'34'24" 6 37.00' 12.86' 6.50' 19'55'11" 7 43.00' 14.95' 7.55' 1955'11" 8 80.00' 181.29' 170,93' 129'50'22" 9 74.W 167.69' 158.11' 129'50'22" t0 37.00' 12.86' 6.50' 19'55'11" 11 43.00' 14.95' 7.55' 19'55'11" 1 25.00' 47.20' 34.52' 108'10'45" 1 488.00' 15.7_ 7.88' 01'51'04" 14 488.00' 2.10' 1.05' 00'14'47" 1 10.00' 7.99' 4.22' 45'48'06" 6 10.00' 7.95' 4.20' 4533'19" 1 25.00' 39.27' 2500' 90'00'00" 1 10.00' 7.95' 4.20' 45'34'23" 19 35.00' 11.33' 5.72' 1832'56" 42.00' 159.14' 125.17' 21 i05'S3" 2 41.00' 13.27' 6.70' 1832'56" s 36.00 136.41'1 3200' 90'00'00" 360 10.00' 31.42' - 180'00'00" PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) SEE SHEET 2 T I i 41 I I: It -A i 11• DOWNTON COURT IM -3 a N SEPARATE LANDSCAPING PLAN 30,IFF i 2 < m , -1 D STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. Y W N -1 -- I _ja )U} 4 _ rn Ie N , d BACK OR AS DIRECTED BY THE 1" = 5' VERTICAL " Ni � ,�� F+W 358 - ::1 : . papa W L-,;- t ,4 [.. :i -f I Ln ``im 1 -� 366 _._ _._ V,+'t•w 1 1a2 A N ' t "ilDrop < r O Q u'i � , F JTJT'r , I �c1-1 O O I I v1T r uIIT 8 ( U 1\11 T 3) 1-2" CONDUIT O 1-3" CONDUIT I. r_-11: I j e 13 1 u r L1 i 0- 'x PA�r�ti� {PRIVATE SASE SEE SjlE 1R2ET) B.C.-P.A.F.L TSTA. 11+02.20, C,L 32.00LT.= STA. 11+02.18, P.A.F.L P.R.C.-P.A.F.L•/ STA• 11+15.24, C.L 34.13LT.= STA. 11+15.46, P.A.FL G/ 3 2 �; 00i l'. y N ti _"C.1!z' O CO <vv ycs J 1\11T I 4 DOWNTON COURT U1\11T 1 __ _ _ _ _. ._.. SEPARATE LANDSCAPING PLAN (PRIVATE STREET) N m , 4: �. _ _ _ M _ ' - _ __I STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. "< J� j iL,14 -1 I o0 y?,1 ` j j W>: cp j� , w J J J �f 4 BACK OR AS DIRECTED BY THE 1" = 5' VERTICAL M �: � o CU ,•, N V H 358 - IL4 0u- 3 W L-,;- :�! Ic�i .$ $$¢ oNp Ilp �:• IM + -o ``im NN3 t - 3.+ id ii __ 366 _._ _._ V,+'t•w r o tr ' t "ilDrop < r O Q u'i � , o+td' v~iIw ', .1 wy I"'Q 17 p B.C.-P.A.F.L TSTA. 11+02.20, C,L 32.00LT.= STA. 11+02.18, P.A.F.L P.R.C.-P.A.F.L•/ STA• 11+15.24, C.L 34.13LT.= STA. 11+15.46, P.A.FL G/ 3 2 �; 00i l'. y N ti _"C.1!z' O CO <vv ycs J 1\11T I 4 368 ------- DOWNTON COURT 366 366 - __ _ _ _ _. ._.. SEPARATE LANDSCAPING PLAN (PRIVATE STREET) COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. m , 364 _._ �. _ _ _ M _ ' - _ __I STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. 'n_., ^d pO W cp 1� O� a 362 __ __._ in ri ri. W I _ � _. to 4 _ �,, -- - ¢ -- _o SCALE: 1" = 50' HORIZONTAL y?,1 ` j j W>: cp j� , w J J J �f 36Q ` _ ! __ _-__ w W W' + K - o --_v BACK OR AS DIRECTED BY THE 1" = 5' VERTICAL DETAILS, SEE DETAIL "4" ON SHEET 5. CU ,•, N V H 358 - 368 ._ . _ _- __ � - --- - - -- - . - _- _t _ __ ; -----��I 354 -- ; - - _ _ _ , - - --- - - - iiI 3 68 366 _._ _._ . ,. . _ _ __ .__�._.- � _ C . - - _� __ _ ' t - - r ass i 364 r_ _ , . _ _ . _ __ . _ q:�, ,� Qr '� M j M ; M N 'Cf 7. ._ �f _ _.. - __ W _. _� __ _- > _ W W --_. �.__._ __._ __� --._ __.- _.-.__ _ _. _ v 364 362 ,n ,. fry �, Ni acs „�a� W U • , W I 4 .:.i 06 ,�� 4 W I . __ _ e ____ ,.� CZ o __- _jw _._.___ _ _ ___. 1 - ti__ ..- 362 360 ___ _ ,,, ' ._._ "> j w j W „ �, p W r•; u: Q: o d: = Ci + ,,, r ,+., < 1 _,_ s �, - - - - 360 . �: 358 _ __ m =_ N r - 'r r7 v W r- o 1n W m d ad ,_._ _ _- _. l cn _ � EXIST. GROUND 0 CENTERLINE ,_ -i- __. _ __5�_ _ . __ _ _-_____ _ __ 7 358 356 - _ _ _ ' _ __ _ - __-_ __ __ _ - -- __ ---- - -- _ _- _ _ _ _ _ j 356 354 -..__ _._ __:.._ : S=0.258 - - - Y - - - --- - ___ 354 ' 352 =_.__ { : S=0.768 1 PROPOSED'. WEST FLOWUNE _ ..v ---.---_-__ -_ __.______-__---___-__--_.__.-_-�__.___�__ , ' 9+50 10+00 11+00 12+00 ___ _v__ 352 13+00 368 ------- - - - -- --8- - 366 366 - __ _ _ _ _. ._.. SEPARATE LANDSCAPING PLAN 10 COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. m , 364 _._ �. _ _ _ M _ ' - _ __I CONSTRUCT TYPE A1-6 2010 STANDARD 'n_., ^d pO W cp 1� O� a 362 __ __._ in ri ri. W I _ � _. to 4 _ �,, -- - ¢ -- _o C.O.B. STD. ST -14. y?,1 ` j j W>: cp j� , w J J J �f 36Q ` _ ! __ _-__ w W W' + K - o --_v BACK OR AS DIRECTED BY THE �a a a fir - DETAILS, SEE DETAIL "4" ON SHEET 5. CU ,•, N V H 358 - --_°' - « , - 356 _--___� . - _- _t _ __ ; -----��I 354 -- ; - - _ _ _ S-1.278 352 _ - _ . _ __ _ _ �___- __ 9+50 10+00 IDENTICAL POINTS _. _ _ _ _{ _ . _ _ _-- . _- _- _ -_ -- - -- - ; 368 ____----- ___._-_._ _ N _ . M _ _ _- _ _ _ . 366 M rr� M j _-___,__.__ j -� _ __ ,__.__ _____ _ _ ____-_ ___ 364 Qf 4 W _!-!7,---kir:-: �� _ _ . . . _ 1 - - �o�_� - -F 362 < = O' : m + EXIST. GROUND ` � a r 1 __________T -c� w = -0- ..CENTERLINE_ __ a � -- � o _ __. _. ___ 360 M ed in a- ch ; a� i { �t - ___ _ _ _____ _ _ - _ _- _. 358 _... _ __L _ _ r_. _ ___ _� , _ ._ .__ _____--;I ____-_-. ___ -- 356 s=o2sz _ _ - __ _ _.___ .iI1i __ _ _ _._.-.__. __ __ - 354 PROPOSED EAST FLOWLINE i _ -. _ _-- _ _ _._ - , ___ _ -- 352 11+00 12+00 13+00 -C>- FURNISH do INSTALL PRIVATE STREET UGH_ -5800 LUMEN "LED" �1 CURVE NUMBER FOR CURVE DESCRIPTION qo FOR ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN 10 COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. TYPE. SEE INSTIL " ON SHEET 5. --- STREET UGWT-9500 UJNEN PER �FURNISH do INSTALL STT U FLOWUNE STATION -SEE TABLE 11 CONSTRUCT TYPE A1-6 2010 STANDARD CURB WITH 6" REVEAL PER CALTRANS CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING C.O.B. STD. ST -14. /� (J ITEM OF WORK - SEE CONSTRUCTION NOTES 1� SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE DETAILS, SEE DETAIL "4" ON SHEET 5. CITY ENGINEER /DESIGN ENGINEER. t CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. or-Qr-CCN E DRAINANG11 DIG AIERT COLI: TOLL FREE I "'M-22' 7-2600 AT LEAST _MIO DAYS BEFORE YOU ING UNDERGROUND SERVICE ALERT nP" Qnl ITUCOKI nwf lrnoLu. o to - MN ~O - ©Z� sfl 0) Q z Z L_ I R a.j -!Jl w U M 00 3 0q-- r- W Co OG- (O N W 9 m i 9 U 11 t t � bz %.%- ..4 in > U C CL `' 6 0 4c a1�- a 0 C.)ZZ 04VL_ z .cz,�� = zo "00 � �� ."rW • Uiui cc> c ui � "r q 0 ~ cl) C-..>_� "� �90 docm W _ cn M-, Z m' c wr- g �V F- t 1 6 _ Ib co _a - 6 - LI -1 B.C./GRADE BREAK -P, 0) STA. 8+84.02, C.L. 12, GRANTHAM AVE. - STA. 8+54.76, P.A.F.L P.R.C.-P.A.F.L. STA. 8+98.67, C.L. 14. GRANTHAM AVE.= 0 STA. 8+69.71, P.A.F.L. I l �I t INTERSECTION/B.C. 565'3 STA. 9+41.88, C.L., GRANT 07 j--' STA. 10+00.00, C.L. HIGHI -") U r-rL�-,,- L HIGHCLERE WAY (PRIVATE STREET) SEE SHEET 5 UNIT 1 -------- 97 - --97 -j 38 ~,\ i :_;-Ga -cr --" d f >3Nw � Qac N 22 - I ,i cnc 1 F.L./BEGIN P.A.F.L/ I\� �_� V 6 CURB 1 19.13, C.L. 12.00RT.= 11.03, F.O.C.- W.42, F.L./P.A.F.L. GRANTHAM AVENUE PRIVATE STREET STA. 8+50.00 C.L. TO STA. 12+ 1.99 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9 `9�I� 4,S O " �: 368 =- _,__ T_ . ____ ___ ____ _ _ _ _ _ _ _ _-_ _ ___ _� __ _ _iti __-_ ____ _ _ _ _. mm _ _ _ __ ---- 368 - _. Ii EzI 3fi6 ___ __ _ r __ ___ _v�__.. _ ___ -_. __ _.. _ _ _.. _____ _ --_. ----- ___ ---_ _ _ . ___ -- -- , __ _ _ _-_ r W �, ., 3fi6 M -i W } M N .1 ]G :tom i � Q :-rte MM r'i 1 ~ 364 = _ __ _ _ __ .__ __ _. _ Y _ _ __- _ ._ - _ _.. - __-- - _ .- _ _ _ _ _ __. ___ . W - r- I"> `gym' _ 364 W W z J W J .J tr J - W ; M W z 4:WW t j --J , 'P�I� W W U W W O 362 : �� _ o _ Z �,� _-�� p�q _ __.____. f -_ _ - f_ _ __ _ -... W h --__p l_t3c_.___ __- _ __. _ . 362 Sh O N NWti .StC 0.d Ly J Q t0 C6 = W ' 00 O &L:n U -z In•�: rLW fD ix h ;l+ O 3 . J OtiW 360 - - _._ . __ _ ____ - __ ____ �, � W J W o _ _ -<= _ +__ . __,Li N_ _ - - - -- _ _ _____ __ ._____ 360 EXIST. GROUND' . 1 a .9 dgW tem •-�' °-W '- °° �' Q � 1 d p 1. Q d 0 CENTERLINE : v U- �o �o 'U r U L,,j ~ W _ _. ... W W N m Vl .-- ._ .__._. _ . _.___� - _. 141 N , 358 - - . _. _ - _ - ---- - - - - - --``� .. �, �4 _ - _ _ .358 -_ , _ 356 -- - - - - - r------------,--_._ . - -- - --,- - - ---- - - _ , _ _ __ __ ___ - -- -- 356 _ _ S=0 25 354 -- - - - - - - - �e:- S - 1.14X - - �_..s �_-_, _ _ _ _ . -- ---_ _ ._ . __ s=c1.25z -. _ _ __ ___- - SEE R GHT -_ .... __ _-__ __ 354 SEE SHEET 5 . ' : S=-O,Stz PROPOSED NORTH FLOWLINE 352 - :T- __ __ __ _ __ ._ __ .__ .:_._ . __ _ ____. _ __ ____ _ _ _ _.. _ ___ _ 352 350 ---------..__._ _ _ ___.___.-___-.__. _ -___-__-___-___ _-__-_ _ ____._ . _ _.____-. ___-.___ __._--__-_ _-_M___ 350 8+00 9+00 10+00 11+00 12+00 13+00 368 = -----_-r_-._____._._.1-_------_----___.__.______-_____--.___--________-__.._----_---.---,-_--_-____-______----_-______ _------_ -----___-_-_-_-------__ _ ______.._ _ ___-._----_.___ -----.-__ _____-___-__._-__--__--_.-- ____-___- 368 I�I__� i.I i . -- r---- _ __ __ ,� _ a-_ . ___ _-__-. __ _ -- ____ ____ -- _j IN__ _ .1 I___ . 366 366 O M W� N- c.: Ki re r; Mi 3 $ w ►��N ri '`� `� �` '� d n �' 'M v) , L` M. M Q e4 Q - -Q -- -- - 364- - �' m - -- E - r__' -- _ - "' _ -. - . --- -------: >� - = 364 4-� �y cid W>`�� ©> r,> > y c> {>{y}� Zm 1 4>� > ((��,� 1 WE 6,'W OW lOGW liW Ll- La mJ a: XJ : La<J! Y W U Z > J '� Z ZS W 0.W. W - _ -- ---� W W __--U' - , WIaJ ®y� < LJ _._' _ W W C9� W mW U w W - w 362 Tw is - - - - I- - - - -- _ 362 LJ^•am ZM �^` C-i� mZmy�,' ` 4; 2cOc ' Mat "' [f Jt0��` V. t0 ©N a C4 I � �n GONE` , , to 360 ,.._- __ - 1 g � --16 + ± --- • - , ate- .--. �.._ -- - , _ c' i m W o& M r o� o W rn 1- tl. r- I W v m EXIST (MOUND , ti < n: s d .0 < c�a � .� Zia d 1 a a� < Gia v � 04 � d CENTERLINE 0: ci s; O z r P r W Gi Z r 2 r �- r W r t- Z. r r D: t; Li W m {n a N d Vf W N W(/a �MV1Z m(!f lA C:y a W , n_ <n m to , 358 , - - - - _ - -� _._ �- - 358 - - - I 356 , _ _ -- - _. _ __ _. _ _ . ___ _ _ _ _ _ ---__ ___. ___. -- -_ _ _ __ - 356 .. _ ; __ _ .;._ -__ _ _.:------- _ _. _ __ _ . 3 _ ---- 4--- 0.25 i st o 25z 354 �! - - w _- s-o.2sz _ - =o.3sz - - RI --- -- 354 �___.y - S==fl:48% : , - _ ..__... -- SEE GH: SEE SHEET 5 _ . _ __'_ _. _. _ _-- _ .._ _.____ ' _ s= 2.28% _ _ __? 28_:.._ . `S=0 25z € PROPOSE!) SouTH' FLOWUNE 352 - - - ' _. __._ .- -__ _-_.__.-. _ __..._____- _ _.__ __ -__ __ ._ _ _ _ _.___ ___._-_ _ ...-_ 352 . : 350 ,_____ _.._. _ _.. ____ __.___ __ _ __ _ ____. 350 8+00 9+00 10+00 11+00 12+00 13+00 13+50 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE SVC 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L PARKING AREA FLOWUNE C/G CURB & GUTTER P/L PROPERTY LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. f EXISTING SURVEY MONUMENT t FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. `� FURNISH & INSTALL METRO STREET NAME SIGN PER <>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. LINE TABLE STATIONING TABLE - 6" CURB LENGTH REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T,C. ELEV. [a] P.R.C. STA. 10+22.14, 15.00LT. STA. 10+22.95, F.O.C. 354.01' 1 E.C. STA. 10+29.28, 18.00LT. STA. 10+30.90, F.O.C. 354.08' Q 1 GRADE BREAK A P.A.F.L. STA. 11+14.79, 18.00LT• STA. 11+14.79, F.O.C. 355.01' © B.C. STA. 11+49.46, 18,OOLT. STA. 11+51.07, F.O.C. 354.39' ® P.R.C. STA. 11+56.60, 15.00LT. STA. 11+59.02, F.O.C. 354.34' ® B.C. STA. 8+84.02, 18.00RL STA. 8+51.11, F.O.C, 35436' 07 P.R.C. STA. 8+96.62, 20.21RT STA. 8+63.97, F.O.C. 354.29' [$] P.R.C. STA. 10+45.26, 20.21RL STA. 10+45.26, F.O.C. 354.11' ® P.R.C. STA. 10+59.39, 11103RT• STA. 10+59.65, F.O.C. 354.15' P.R.C. STA. 10+66.97, 15 02RL STA. 10+68.05, F.O.C. 354.11' 11 P.R.C. STA 10+96.27, 15.00RL STA. 10+98.98, F.O.C. 354.18' ® GRADE BREAK A P.AF.I. STA. 11+14.80, 18.00RL STA. 11+14.80, F.O.C. 355.01' Q EC. STA. 11+03.41, 18.00RT. STA. 11+06.93, F.O.C. 354.26' Q 1 B.C. STA, 11+27.56, 18.00RT• STA. 11+31.09, F.O.C. 354.32' ® P.R.C. STA. 11+40.17, 20.21RT. STA 11+43.95, F.O.C. 354.37' 1[]6 P.R.C. STA. 12+47.02, 46.94LT, STA. 12+89.35, F.O.C. 354.86' tn7 EC. STA. 12+50.49, 59.251_T• STA. 13+02.21, F.O.C. 354.91' ® P.R.C. STA 10+45.39, 15.00LT• STA. 10+46.20, F.O.C. 354.78' ® EC. STA. 10+52.54, 18,OOLT STA. 10+54.15, F.O.C. 354.85' ® I B.C. STA. 11+32,65, 18,OOLT STA. 11+34.26, F.O.C. 354.97' 211 E.C. STA. 11+80.02, 18,OOLT. STA. 11+79,93, F.O.C. 354.85' 2 B.C. STA. 12+14.10. 18.00LT STA. 12+10.01, F.O.C. 354.77' p P.R.C. STA 12+17.24, 15.00LT• STA. 12+17.96, F.O.C. 354.70' �]4 P.R.C. STA. 12+46.52, MOOLT• STA. 12+48.86, F.O.C. 354.62' ® E.C. STA 12+53.67, 1&OOLT. STA. 12+56.81, F.O.C. 354.6Y ® I B.C. STA. 13+70.60, I&OOLT. STA. 13+73.74, F.O.C. 354.37' P.R.C. STA. 13+77.74, 15.00LT- STA. 13+81.69, F.O.C. 354.30' ® B.C. STA. 11+3265, I&OORT. STA. 11+32.65, F.O.C. 354.97' N E.C. STA. 11+80.02, 1&OORT• STA. 11+81.73, F.O.C. 354.84' N B.C. STA. 12+20.10, I&OORT• STA. 12+21.81, F.O.C. 354.74' 3[I1 P.R.C. STA. 12+27.24, 15.00RT• STA. 12+29.76, F.O.C. 354.67' ® P.R.C. STA. 12+56.52, 15.00RT• STA. 12+60.66, F.O.C. 1 354.59' ® I E.C. STA. 12+63.67, 18.00RT. STA. 12+68.61, F.O.C. 1 354.64' ® B.C. STA. 13+42.02, 1 OORT• STA. 13+46.96. F.O.C. 1 354.44' LINE TABLE UNE NO. BEARING LENGTH Lt N65'32 23" E 201.99' L2 N01I4'42'E 132.65' L3 SO4'11'00"E 219.86' r 23 r 22 UNIT 1 1 37 i � `„ 36 --I--- ��.•9 U1\11 IT 1 ci a ID I i DOCKERY STREET -� (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 14+58.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 -- -�- 1 \ N 370 _ _., _ __.___ ____,___._____ ___ __-__.___ ___.__ _.___ _ _____ ___._. _ _ _-.__ __ ___ ___ _ _____-. __ ___ _,_____.._ ___-___.___ ._ --__ -- 370 Z +W �,} m 9 z ! I 368 __ . _ -�,_. _ _ __._. _. __ . - .__ __ _ _.__ ___, __- _.... _ r _ ... _ - - ---_ - _ _ . ___-_ _ - - _ _ _. _ .. __-- _- - 368 ��_ i_ Q \ N f *co07 ` W O G9 I N 1 36fi �, �, __. _..____ _ _. __Y_.__ __ _ J _ _ -- ;__. �__.;-. Q - 366 Ql % -3 N M N W , 4: e7In uq ;N} L` el i d A C7 M i t7 M; Q d ,iI ' cs r� a M e!f M M 4 , > _._ ___,_�__.___ .-._--_-_ _- . -.. _ .._-: ..______._ I ._ ,,1 _-_-_,___ - _ -__ _ _ _ R!d__ __ - ._ _ _ _. __. _ ._ _.- W ._.__-- - --- 364 �'' I.>- > Z �; - am'J 364 2 Ltl . W W z m� o W W W . J N W J Lam' d J W J C9 J W W � p y� I U ` J N 1M d'. W W U UY n O i a 01-- 362 M �0 Y ^ - ��► I _ W - 362 NU. �: ..� N . ! -S tG N LL Z M W O Q: + a: ; a_ WW 02 C4 M7 , �� _M {, f •®.i- C.9 TU + + �EZM (jl� . -J 0 t + Q+ d ,�- : Q Z N •� N di W ..- W m 13 •-- 360 v .� _ _ . _.._._- _ - .___ __ _ 360 W _ _a , ... _ _ ._ .._.. a ', ,...__ �,�`I EXIST. GROUND_ _._ _ . Q 1• < d Q c a 1 ri d a Q �a� �cZ3<� cir cis zea- zcir QCENTERLINE ��Wvri m�-T4iuri -_- tj c i r m tr�f Vf � Gi y 4i of W 4i to W oR N _ - .- , W 358 � _ _ _ - - --- �-, -- -- =�- --- -- _ _ -_- _ _.___ - __ _._ - _ _� _ _ ___._ 358 : 356 __ __ _ _._ __ ._ _ ___._ -. - - ____--_ _ _ ___ .__ _ _ . _ __ _ ___. _ _ .____ ' - - __- __ _ _ _ : 356 S=0.25z S 0.25% 5=-4,25% 354 --_ S=0.25% .:_ _ � -- _ . _.... ._. _ _ _ _ _ .___. _. _ _ __ - - - - - _ - - - 354 s= __ _ ._ % - SE LEST : S=-0.252 S=1.14% ----____M PROPOSED WEST FLOWUNE SEE SHEET 3 352 ` ___ ___ __ . -_ __ _ ' _ _ _ _ e_ _ _ _ _ __ _ _ _ _ _ __ __ _ _ -- _ ___ _.__ _ - - 352 i 350 - - _:�-__.__._ __ -. ' ____.__ _._�_ -__ _ _ -_._ .____._._- __ _____ __ __.__.__ _ ___ ---__ _ - _.___ ._ _ __ ._ '_.__._ __ ..._.. __ ___ - _-_______ __.__ 350 __ _ _____ __. _ ___.__ ____.__ __ _ t 9+50 10+00 11+00 12+00 13+00 14+00 15+00 370 ; _ - ___ _ .. -_ _-___. _ . - _-_ _-____ -_� -__ _ -- -----------�-----_---_ . r___.-_.. _.__ _.__ __._ _.. _. _ __. _ __ _- - -_____--L------------_ _-_ -__ _ --7-----------__ ___ __ _ ___-_- r 370 368 - 368 - - --- r - - - - ilk LY 366 �� ; --- -- M N- - - --�--- -- - j M __-_ _ _ -_ __ _ _ __ __ 366 .4 Q ,+ i L,. tt O c.4 O Q 4: Ln M �= 3 M � O M? in '� " Q M = Q M M 4 , T , 364 m _ ___ __�__ .�,_.__ 1 364 i �> > W Q � -j 4 � ; LAJ-j W Z � , � = < W .. _.__. .- _ __ _ I _ W D. W W ; W+i - � � - mw ! y_. _ _._. �_ _ _ - a .-_.__. __ pts_. ____ .__ -_-_l O., __. _.__ --_..__._ __..- , _. _:.._ U �O. N __�____ _ ,_. _ _-_.._.._.m. (p. _,____ _ _____ _ .____ __..___ _ 362 .� le . � 362 n Q 14 0:1 '•A t0 N U: g' 9 W C3 �+ m+ :<+ +G+ QZN :tJWN QIYM - __ __.___ . _ _ -_ _ _ _-_._ _ _ -._ -__ ___a; sz _ -_ �-__ x-_ _ _ ____ _ as .. ,_ _ t __._.- __ _-_ _ _ _ --_ 360 .- -W : -- 0.W - ExisT. GROUND -- - 360 ci < . 4 ;5 0 a H c z q, 0 CENTERLINE a w cl:m �- W W m cn _ C9 N W W i/1 m In _ .� 358 =_ - _ __ -- _ _ _- __- _- ___ _ _ _ _ _ _ _ . _ __ _ _ _ .- _ - --- 358 -� - . E x 356 -___ _ ___.__:. -___ _ ___._ ._ .__._..___ ___ ____ __ ___ ___ . _ __ " _ _ _ _ .. _._ __- ___ _ __._-___ _ _ _ ____. _____ 356 S=0.36_.._.,_. S=0.25% S-0 354 �-�.. - - - -- -- - -___ ._ _ . - - --_ - 354 27% S-0.25% --,-.�.- _ �.__ �_- _ __ _ 0 35z -� SEE LEFT! .s�..N_�_ SEE SHEET 3 PROPOSED EAST FLOWUNE 352 _ i. _ -_ _ ; .- - . __. _ _ . - - _ _ _4 _ _ ._ __ ___ _.____ _ ___ _. _ _ _ -- - --�--. 352 350 ------- ---- - __ �--- __ _ __-� __ _ ___ ,______ _____ _'_ __._._ ' _ _- ____ ._-_-__. _ ._... � ' 350 9+50 10+00 11+00 12+00 13+00 14+00 14+50 LEGEND: [CONT) � LEGEND:. (CQNT) CONSTRUCTION NOTES: NOTES: RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY „ „ 1 INSTALL W31(CA) SIGN LITH OM4-3 MARKER AT LIMITS OF ON-SITE -�- " " " v - W/ 3' WINGS PER C.O.B. STD. ST -4. CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST --t. Q CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND R26( -STOP w31(cA) ENO TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. q, TYPICAL STREET CORNER -SEE DETAIL 3 ON SHEET 5. 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. „ „ " „ " " "````` 3 CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 10 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT /,� BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS �--- PIPE SIZE ® AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 8 s-" UTILITY PROPOSED BLOCK WALL &LANDSCAPE -SEE SEPARATE PLANS 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' '� CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER S --SEWER Q q PROPOSED STRIPINGS AND MARKINGS. TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACT C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. D=DRAIN FOR DETAILS. 1 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. • S SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION oESIt;IVATrav: © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. STD. ST -9. t9 FURNISH AND INSTALL 2 - 2„ BLANK CONDUIT PIPES. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - SECTION- - i PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS A O FOR DETAILS. 0 CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. - 2 ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. SHEET WHERE SEC71ON IS SHOWN FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS i am 6 UNIT BOUNDARY \!i/ CONSTRUCT 6 WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. - - - - - - - - - -- - PROPOSED SAWCUT LIMIT LINE ® ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. I CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. " 0 CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING O 11 CONSTRUCT TYPE Al -6 CURB WITH 6 REVEAL PER CALTRANS SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING it FLOWLINE STATION - SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 0 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. Q ITEM OF WORK - SEE CONSTRUCTION NOTES CITY ENGINEER/DESIGN ENGINEER. 0 CONSTRUCT TYPE "M"-10".REVEAL MEDIAN CURB PER C.C.B. STD. ST -2. o$ -or -"l& E � VI Nt DIG A L RRT i& Call: TOLL FREE 1-800-227"2600 AT LEAST TWO DAYS BEFORE YOt) DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N 0 N e c� z Loa z LLjJ CD z r 1.1w cn n z d J In 0 0 M r \ � N O Z 0o m 0 * O _ Z Lt, I I o W U M a� 3 0 W 0 4 O to .,.i N w m w m 9 T. N * � k1U _ azxW sy Q 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 12.86' 6.50' 19'55'11" 2 43.00' 14.95' 7.55' 19'55`11" 3 80.00' 88.89' 49.67' 63'39'59" 4 80,00' 3.50' 1.75' 0230'25" 5 80.00' 88.89' 49.67' 63'39'59" 6 74.00' 76.68' 42.18' 59'22'09" 7 74.00' 76.68' 42.18' 59'22'09" 8 37.00' 58.12' 37.00' 90 00'00" 9 25.00' 39.27' 25.00' 9000'00" 10.00' 7.95' 4.20' 45'34'23" 11 25.00' 28.05' 15.71' 64'17'41" 1 37.00' 14.39 7.29' 229715" 1 10.00' 8.40' 4.46' 4806'05" 14 10.00' 7.98' 4.22' 45'44'01" 1 37.00' 12.86' &50' 19'55'11" 16 80.00' 145.40' 102.64' 10408'03" 1 37.00' 12.86' 6.50' 19'55'11" 18 43.00' 14.95' 7.55' 19'55'11" f 9 74.00' 134.49' 94.94' 104'08'03" 482.00' 45.67' 22.85' 05'25'42" 21 488.00' 46.24' 23.13' 05'25'42" 500.00' 47.37' 23.70' 05'25'42" 512.00' 1 48.51' 24.27' " 05'25'42" 518.00' 49.08' 1 24.56' f 05'25'42" r 23 r 22 UNIT 1 1 37 i � `„ 36 --I--- ��.•9 U1\11 IT 1 ci a ID I i DOCKERY STREET -� (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 14+58.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 -- -�- 1 \ N 370 _ _., _ __.___ ____,___._____ ___ __-__.___ ___.__ _.___ _ _____ ___._. _ _ _-.__ __ ___ ___ _ _____-. __ ___ _,_____.._ ___-___.___ ._ --__ -- 370 Z +W �,} m 9 z ! I 368 __ . _ -�,_. _ _ __._. _. __ . - .__ __ _ _.__ ___, __- _.... _ r _ ... _ - - ---_ - _ _ . ___-_ _ - - _ _ _. _ .. __-- _- - 368 ��_ i_ Q \ N f *co07 ` W O G9 I N 1 36fi �, �, __. _..____ _ _. __Y_.__ __ _ J _ _ -- ;__. �__.;-. Q - 366 Ql % -3 N M N W , 4: e7In uq ;N} L` el i d A C7 M i t7 M; Q d ,iI ' cs r� a M e!f M M 4 , > _._ ___,_�__.___ .-._--_-_ _- . -.. _ .._-: ..______._ I ._ ,,1 _-_-_,___ - _ -__ _ _ _ R!d__ __ - ._ _ _ _. __. _ ._ _.- W ._.__-- - --- 364 �'' I.>- > Z �; - am'J 364 2 Ltl . W W z m� o W W W . J N W J Lam' d J W J C9 J W W � p y� I U ` J N 1M d'. W W U UY n O i a 01-- 362 M �0 Y ^ - ��► I _ W - 362 NU. �: ..� N . ! -S tG N LL Z M W O Q: + a: ; a_ WW 02 C4 M7 , �� _M {, f •®.i- C.9 TU + + �EZM (jl� . -J 0 t + Q+ d ,�- : Q Z N •� N di W ..- W m 13 •-- 360 v .� _ _ . _.._._- _ - .___ __ _ 360 W _ _a , ... _ _ ._ .._.. a ', ,...__ �,�`I EXIST. GROUND_ _._ _ . Q 1• < d Q c a 1 ri d a Q �a� �cZ3<� cir cis zea- zcir QCENTERLINE ��Wvri m�-T4iuri -_- tj c i r m tr�f Vf � Gi y 4i of W 4i to W oR N _ - .- , W 358 � _ _ _ - - --- �-, -- -- =�- --- -- _ _ -_- _ _.___ - __ _._ - _ _� _ _ ___._ 358 : 356 __ __ _ _._ __ ._ _ ___._ -. - - ____--_ _ _ ___ .__ _ _ . _ __ _ ___. _ _ .____ ' - - __- __ _ _ _ : 356 S=0.25z S 0.25% 5=-4,25% 354 --_ S=0.25% .:_ _ � -- _ . _.... ._. _ _ _ _ _ .___. _. _ _ __ - - - - - _ - - - 354 s= __ _ ._ % - SE LEST : S=-0.252 S=1.14% ----____M PROPOSED WEST FLOWUNE SEE SHEET 3 352 ` ___ ___ __ . -_ __ _ ' _ _ _ _ e_ _ _ _ _ __ _ _ _ _ _ __ __ _ _ -- _ ___ _.__ _ - - 352 i 350 - - _:�-__.__._ __ -. ' ____.__ _._�_ -__ _ _ -_._ .____._._- __ _____ __ __.__.__ _ ___ ---__ _ - _.___ ._ _ __ ._ '_.__._ __ ..._.. __ ___ - _-_______ __.__ 350 __ _ _____ __. _ ___.__ ____.__ __ _ t 9+50 10+00 11+00 12+00 13+00 14+00 15+00 370 ; _ - ___ _ .. -_ _-___. _ . - _-_ _-____ -_� -__ _ -- -----------�-----_---_ . r___.-_.. _.__ _.__ __._ _.. _. _ __. _ __ _- - -_____--L------------_ _-_ -__ _ --7-----------__ ___ __ _ ___-_- r 370 368 - 368 - - --- r - - - - ilk LY 366 �� ; --- -- M N- - - --�--- -- - j M __-_ _ _ -_ __ _ _ __ __ 366 .4 Q ,+ i L,. tt O c.4 O Q 4: Ln M �= 3 M � O M? in '� " Q M = Q M M 4 , T , 364 m _ ___ __�__ .�,_.__ 1 364 i �> > W Q � -j 4 � ; LAJ-j W Z � , � = < W .. _.__. .- _ __ _ I _ W D. W W ; W+i - � � - mw ! y_. _ _._. �_ _ _ - a .-_.__. __ pts_. ____ .__ -_-_l O., __. _.__ --_..__._ __..- , _. _:.._ U �O. N __�____ _ ,_. _ _-_.._.._.m. (p. _,____ _ _____ _ .____ __..___ _ 362 .� le . � 362 n Q 14 0:1 '•A t0 N U: g' 9 W C3 �+ m+ :<+ +G+ QZN :tJWN QIYM - __ __.___ . _ _ -_ _ _ _-_._ _ _ -._ -__ ___a; sz _ -_ �-__ x-_ _ _ ____ _ as .. ,_ _ t __._.- __ _-_ _ _ _ --_ 360 .- -W : -- 0.W - ExisT. GROUND -- - 360 ci < . 4 ;5 0 a H c z q, 0 CENTERLINE a w cl:m �- W W m cn _ C9 N W W i/1 m In _ .� 358 =_ - _ __ -- _ _ _- __- _- ___ _ _ _ _ _ _ _ . _ __ _ _ _ .- _ - --- 358 -� - . E x 356 -___ _ ___.__:. -___ _ ___._ ._ .__._..___ ___ ____ __ ___ ___ . _ __ " _ _ _ _ .. _._ __- ___ _ __._-___ _ _ _ ____. _____ 356 S=0.36_.._.,_. S=0.25% S-0 354 �-�.. - - - -- -- - -___ ._ _ . - - --_ - 354 27% S-0.25% --,-.�.- _ �.__ �_- _ __ _ 0 35z -� SEE LEFT! .s�..N_�_ SEE SHEET 3 PROPOSED EAST FLOWUNE 352 _ i. _ -_ _ ; .- - . __. _ _ . - - _ _ _4 _ _ ._ __ ___ _.____ _ ___ _. _ _ _ -- - --�--. 352 350 ------- ---- - __ �--- __ _ __-� __ _ ___ ,______ _____ _'_ __._._ ' _ _- ____ ._-_-__. _ ._... � ' 350 9+50 10+00 11+00 12+00 13+00 14+00 14+50 LEGEND: [CONT) � LEGEND:. (CQNT) CONSTRUCTION NOTES: NOTES: RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY „ „ 1 INSTALL W31(CA) SIGN LITH OM4-3 MARKER AT LIMITS OF ON-SITE -�- " " " v - W/ 3' WINGS PER C.O.B. STD. ST -4. CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST --t. Q CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND R26( -STOP w31(cA) ENO TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. q, TYPICAL STREET CORNER -SEE DETAIL 3 ON SHEET 5. 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. „ „ " „ " " "````` 3 CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 10 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT /,� BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS �--- PIPE SIZE ® AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 8 s-" UTILITY PROPOSED BLOCK WALL &LANDSCAPE -SEE SEPARATE PLANS 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' '� CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER S --SEWER Q q PROPOSED STRIPINGS AND MARKINGS. TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACT C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. D=DRAIN FOR DETAILS. 1 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. • S SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION oESIt;IVATrav: © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. STD. ST -9. t9 FURNISH AND INSTALL 2 - 2„ BLANK CONDUIT PIPES. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - SECTION- - i PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS A O FOR DETAILS. 0 CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. - 2 ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. SHEET WHERE SEC71ON IS SHOWN FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS i am 6 UNIT BOUNDARY \!i/ CONSTRUCT 6 WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. - - - - - - - - - -- - PROPOSED SAWCUT LIMIT LINE ® ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. I CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. " 0 CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING O 11 CONSTRUCT TYPE Al -6 CURB WITH 6 REVEAL PER CALTRANS SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING it FLOWLINE STATION - SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 0 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. Q ITEM OF WORK - SEE CONSTRUCTION NOTES CITY ENGINEER/DESIGN ENGINEER. 0 CONSTRUCT TYPE "M"-10".REVEAL MEDIAN CURB PER C.C.B. STD. ST -2. o$ -or -"l& E � VI Nt DIG A L RRT i& Call: TOLL FREE 1-800-227"2600 AT LEAST TWO DAYS BEFORE YOt) DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N 0 N e c� z Loa z LLjJ CD z r 1.1w cn n z d J In 0 0 M r \ � N O Z 0o m 0 * O _ Z Lt, I I o W U M a� 3 0 W 0 4 O to .,.i N w m w m 9 T. N * � k1U _ azxW sy Q 0 4c IL C"> O W = F= lx M"""'4 M co ^ PE "� co>- $..4 0 W �he v 0 FF-4�- O cz to in C-) IE .0 co w a W 0'r.- = C I' W te' M a `ed a lom X93goo < N ccs z Q U p- ci 0o 4 � c 11 4c IL C"> O W = F= lx M"""'4 M co ^ PE "� co>- $..4 0 W �he v 0 FF-4�- O cz to in C-) IE .0 co w a W 0'r.- = C I' W te' M a `ed a lom X93goo < N ccs z Q U p- ci 0o 4 � c 25 24 if 9�' SEE SHEET 4- F U r UR r I BCH O D L SIT ■ :✓ .► l i i i HIGHCLERE WAY (PRIVATE STREET) STA. 10+00..00 C.L. TO STA. 15+11.32 C.L. SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL SEE SHEET 3 SEE SHEET 2 370 UNE NO. BEARING I LENGIN Lt N653223"E 201.99' L2 N0114'42"E 132.65' L3 SO411'00"E 219.86' 1 37.00' i 37.00' 90'00'OO" 2 - - - - - - - 370 368 - - - -_--- 14,95' 7.55' 19'55'11" 4 10.00' 7.95' 4.20' 4534'23" 5 25,00' 35.45' 21.45' 8114'51` 6 368 366 - W z - - - 47.20' 34.52' fl 354.28' ® IQci STA. 10+22.14, 15.00RT. STA. 10+22.95, F.O.C. 354.21' ® GRADE BREAK STA. 10+29.28, 18.002T• 366 364 - u_ STA. 12+56.21, F.O.C. 11 M1 STA. 14+33.94, 18AORT• STA. 14+35.55, F.O.C. 354.40' W LAJ _.4---_ ---- Loi LAJ izco 354.33' 364 362 -- - ._ ' ---' ,._. " -"- ___ _ -a;__ _._--' CSMM - W C.7 01---- "� W co in W M M r,,� o 1 IMA M_ul M - -- 362 360 pp d 1 ": _ N IA LA. 10 m ``' J ,A C > > > W EXIST. GR(XiNO a�, - - - -- --- <z + - 358 '- - -- v W �' ®CENTERLINE c �� a< a ; � �- I in .-�a a a 360 _ ; - - - - � v Q - • 358 356 - - , 356 354 -C4 S=0.25% - ,S=_O 0.25X � E 54 352__--_ _.__-- _ .__ f PROPOSED WEST FLOWLINE __ s= 065X- - -- - 352 350 9+50 10+00 11+00 12+00 13+00 _ - -15+00 - -- 350 14+00 15+50 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC PONT ON VERTICAL CURVE C.L. CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR ENO CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION Tp TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE PONT P.A.F.L PARKING AREA FLOWUNE C/G CURB & GUTTER PA PROPERTY LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.S. SID. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.S. STM. T-1. -C?- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET & E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SIO. ST -14. Ir P. UNE TABLE UNE NO. BEARING I LENGIN Lt N653223"E 201.99' L2 N0114'42"E 132.65' L3 SO411'00"E 219.86' SINGLE FIXTURE (5800 LUMEN) 2.5" N DOUBLE FIXTURE (9500 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST CURVE TABLE 6 CURB CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 58.12' 37.00' 90'00'OO" 2 37.00' 12.86' 6.50' 19'55'11" 3 43.00' 14,95' 7.55' 19'55'11" 4 10.00' 7.95' 4.20' 4534'23" 5 25,00' 35.45' 21.45' 8114'51` 6 25.00' 39.27' 25.00° 9000'00" 7 25.00' 47.20' 34.52' 10820'45` SINGLE FIXTURE (5800 LUMEN) 2.5" N DOUBLE FIXTURE (9500 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST STATIONING TABLE - 6 CURB STERNBERG BARRINGTON POLE REF. N0. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. ❑1 E.C. STA. 10+57.86, 18.00LT• STA. 10+57.86, F.O.C. 354.36' Q Q B.C. P.R.C. STA. 12+32.81, 18,OOLT. STA. 12+32.811 F.O.C. 354.80' N r DETAIL 0$291 STA. 12+39.95, 15.00LT• STA. 12+40.76, F.O.C. 354.75'T: M P.R.C. STA. 12+69.24, 15.00. STA. 12+71.66. F.O.C. 354,75' Q E.C. STA. 12+76.38, 18.00LT, STA. 12+79.61, F.O.C. 354,80' ® [7Q B.C. P.R.C. STA. 14+51.33, 18,OOLT, STA. 14+54.56, F.O.C.354.35' ® P•R•C• STA. 14+58.47, 15.001.E STA. 14+62,51, F.O.C. 354.28' ® E.C. STA. 10+22.14, 15.00RT. STA. 10+22.95, F.O.C. 354.21' ® GRADE BREAK STA. 10+29.28, 18.002T• STA. 10+30.90, F.O.C. 354.28' STA. 12+54.59, 18. T. STA. 12+56.21, F.O.C. 354.85' 11 E,C, STA. 14+33.94, 18AORT• STA. 14+35.55, F.O.C. 354.40' STA. 14+41.08, 15.00RT• STA 14+43.50, F.O.0 354.33' SINGLE FIXTURE (5800 LUMEN) 2.5" N DOUBLE FIXTURE (9500 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE 14' STERNBERG BARRINGTON POLE STERNBERG OLD TOWN SEE STREET 5214FP14 A850SRLED 24' STERNBERG BARRINGTON POLE STERNBERG OLD TOWN 5214FP24 A850100HPS M A NOTES: SOEWALK 1• AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY wI -SEE 22 NOTES SOEWALK " BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN SE :r 10 AND 11MAX DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO N017 `r SEE I ? to < FRONT EDGE BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED _ _ NOTE 7 w - N 2 OF SIDEWALK AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. FRONT 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO �to EDGE OF 6wp ACCOMMODATE RAMP AND 4'-0 PLATFORM (LANDING) AS SHOWN IN CASE A, a SIDEWALK TYP THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B. OR C OR MAY BE WIDENED AS IN CASE D. DoM<° d� RETAINING 3 WHEN RAMP 15 LOCATED IN 17FR OF CURB RETURN, CROSSWALK z OX MAX °D 1OX MAX CURB (BOTH CONFTGURAIIOV MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. W AT CURBmoo AT CURB o SIDES 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED z RAMP) SDE OF THE CASE G RAMP MALL BE CONSTRUCTED IN REVERSED POSITION. W 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, s A 5-O MIN SEE NOTES BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". R 10 AND 11 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT MN__CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF CASE AC THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" WIDE GUTTER BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE a FLOWLINE TOP OF RAMP 4'-p" MIN APPROXIMATELY 3/4" GROOVING DETAIL. ROUNDED-- i 1/4" 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GU1`fERS OR SIT EIS --1 [--1/4" SHAH BE FLUSH AND FREE Of ABRUPT CHANGES. &33% MAX 2% MAX 1- [> F 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY _' ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALT. NOT EXCEED 1:.Et SEE NOTE 9 SECTION A=A GROOVING DETAIL 5 PERCENT WITHIN V -O" OF THE TDP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAYS A DETECTABLE WARNING SURFACE THAT EXTENDS rn ,n THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. M o DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS M n © @ PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVfSIONS. f- N 11, THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET 1.67" TO 2.35" /-4© Qp 0 " N SHALL BE BETWEEN 6' FROM THE GUTTER FLOWLINE. v s CENTER TO 0.45 ci CENTER SPACING TOS DIA F` 12• SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3,5" MINIMUM. Q � I © © Q zi 13, UTILITY PULL BOXES, MANHOLES. VAULTS AND ALL OTHER UTILITY FACILITIES -j Q d' RAISED TRUNCATED 08" WITHIN THE BOUNDARIES O' THE CURB RAMP WILL BE RELOCATED OR w aMi BASE DIA �` [TOM_E_PALTERN ADJUSTED TO GRADE BY THE OWNER PRIOR M. OR IN CONJUNCTION WITH, o �. z {(N-�,IN 113 0 CURB RAMP CONSTRUCTION. DETECTABLE WARNING SURFACE RAISED TRU14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON N SEE NOTE 10 NCATED DOME WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON w m cr- PROJECT PLANS. 8 30" CURB RAMP -- DETAIL "4" SCALE: NONE IN ACCOR OANGE WITH EXPANSION JOINT CALTRANS STD. A88A AT SIDEWALKS. JGHT BASE 6" SLAB SEE C.O.B. SM ST -14 (4) V2" x 18" x 3" a ANCHOR BOLTS (4) W x 18" x 3" ,at ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE DETAIL 90599 STREET LIGHT DETAIL N.T.S. LEGEND: (COj4T ) LEGEND:(CONT.; CONSTRUCTION NOTES: � FURNISH &INSTALL TRAFFIC SIGNS PER C.O.S. STD. T-19: f CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY " INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE "R1-1' - STOP "W31(CA)" - ENo� �� W/ 3' vINGs PER C.O.B. sTO. ST -4. q1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME "R26(CA)" - NO PARKING �2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. 4 Vii. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. D PARKING AREA -SEE NOTE 6. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS "''f U3 CONSTRUCT CASE "A' RAMP PER DETAIL "4' ON SHEET 5. CAL STREET CORNER - SEE DETAIL w3w ON SHEET 5. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT © TYPICAL STREET BULGE - SEE DETAIL 06' ON SHEET 5. ( PIPE SIZE AND 6" REVEAL PER DETAIL '1' ON SHEET 5. 1® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. , CONSTRUCT TYPE "A` CATCH BASIN WITH 3.5' OPENING PER 8s__ U11LITY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. D DRAIN O FOR�DETAILS�OCK WALL &LANDSCAPE -SEE SEPARATE PLANS © PROPOSED STRIPINGS AND MARKINGS. --S- SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTI M1 DESIGNATION: �6 PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2' ON SHEET 5.® FURNISH AND INSTALL 3 - 3' BLANK CONDUIT PIPES. © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. SECnON PROPOSED PRIVATE ENTRANCE GALE -SEE SEPARATE PLAN 19 FURNISH AND INSTALL 2 - 2' BLANK CONDUIT PIPES. A O FOR DETAILS, ® CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 Q SEWER MANHOLE -REFER TO SEWER &STORM DRAIN PLANS. - - - - - - STANDARD 2 ® CONSTRUCT 10 MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN 20 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 9U CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. SID. ST -3. 9 AND 10 FOR DETAILS. - - - - - - - - -- -PROPOSED SAWWCUT LIMIT LINE 10 CURVE ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN ®COLORED STAMP CONCRETE -SEE LANDSCAPE PLAN FOR DETAILS. H�1 CU'NUMBER FOR CURVE DESCRIPTION FOR DETAILS. Q ® CONSTRUCT TYPE Al -6 CURB W1111 6" REVEAL PER CALTRANS CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 0 SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING FLOWLINE STATION -SEE TABLE 1 � 2010 STANDARD DETAILS, SEE DETAIL 4° ON SHEET 5. d ITEM OF WORK SEE CONSTRUCTION NOTES 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ® CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER/DESIGN ENGINEER. ® CONSTRUCT TYPE 'M"-10' REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. P.A.F CONCRETE WALK6" WHERE OCCURS.' R a FINISH GRADE i CONCRETE IN f'lN PARKING AREAS (SEE DETAIL 2 THIS DWG.) CLASS "B" CONCRETE (5 SACK) EXPANSION JOINTS EA. 30 ° WEAKENED PLANE JTS. EA, 15' POUR ON COMPACTED SUIBGRADE ' [s_•Al DETAIL "3" TYPICAL CORNER N.T.S. L_9___j 1\ - D E TA. L trill 6" CONCRETE CURB } m N.T.S. .A.F.L. LOT SIDE Z' 6' 5' SIDEWALK � -PA LL_ SEE STREET Q o CROSS SECTION a. u R=10' R=10' 2" 0.50' TYPE "A" CONC_ 0.50' COMPACTED O.G. �J TO 95% RELATIVE DENSITY N r DETAIL 0$291 .A.F.L. PARKING AREA _FLOWLINE r1. PRIVATE STREET N.T.S. DETAIL "6" TYPICAL BULGE 0 NQTES 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 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. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 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. 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE, N.T.S. 6" CONCRETE CURB SEE DETAIL 1 0 P 09-1& RECORD D. . A � DIG T Cap: TOLL FREE I -SM -227-2600 AT LEAST ?MYO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT V, . %O ' nL.ivy \,ALW VKINIA X. m a ..j CL .Z C.> O w� Q -P_W4 Ito O� C7 V LU �UlW coCC I W �=U 46 _ WN -� cn cz .� Z a H I _ to L 0 d Z' 6' PROPOSED � A. C. PAVING' LL_ SEE STREET Q o CROSS SECTION a. u 2" 0.50' TYPE "A" CONC_ 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL 0$291 PARKING AREA _FLOWLINE N.T.S. NQTES 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 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. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 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. 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE, N.T.S. 6" CONCRETE CURB SEE DETAIL 1 0 P 09-1& RECORD D. . A � DIG T Cap: TOLL FREE I -SM -227-2600 AT LEAST ?MYO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT V, . %O ' nL.ivy \,ALW VKINIA X. m a ..j CL .Z C.> O w� Q -P_W4 Ito O� C7 V LU �UlW coCC I W �=U 46 _ WN -� cn cz .� Z a H I _ to L 0 d P ass�`act 125 5� .,,taovEM� 374 372 370 368 366 364 362 360 358 356 354 17+50 w HOVINGHAM DRIVE (LOCAL COLLECTOR) STA. 18+22.09 C.L. TO STA. 23+20.31 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL aulgM/Tit0 �/PtA � 5 111p' �T£ S1RFEt �BMIT1 5.' 2 ? I LEGEND: ABBREVIATIONS F.L. FLOWUNE POVC POINT ON VERTICAL CURVE C.L. 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWUNE C/G CURB & GUTTER PA PROPERTY LINE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -CD- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN 'LED„ TYPE. SEE DETAIL "5' ON SHEET 5. -8- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 15+00 374 372 370 368 366 364 362 360 358 356 354 19+00 20+00 21+00 22+00 23+00 374 372 370 368 366 364 362 360 358 356 354 24+00 STATIONING o CURB CURVE REF. NO. DESCRIPTION C.L. STATION! E.P. ELEV. T.C. ELEV. 1 Q2 B.C. E.C. STA. 19+35.02, 6.00LT• STA. +90.91, 50LT. 356.12' 361.63 356.9 ' 2.46' 3 B.C. Z 361.75' 362.58' ® E.C. STA. 23+02.81, 13.50RT. ql 362.58' 55 B.C. STA2+90.91 13.50RT 361.63' 362.46' 6 EC. STA. 19+25.75, 12.00RT. 356.16' 356.99' 7 1 GRADE BREAK PROJECTION STA. 20+41.27, 6.00LT. o r ® GRADE BREAK PROJECTION STA. 22+14.56, 6.00LT• 360.73' al Q GRADE BREAK PROJECTION a 360.72' 361.55' 0 11i5A.C. GRA E BREAK PROJECTION STA. 20+41.33, 12.00RT. STA. 22+91-6-0 6-.6&T. 356.96' 360.88' 357.79' 361.71 12 P.R.C. i . 360.91' 361.74' v P.C.C. STA. 22+34.32, 7.5OLT, 360.94' 361.77' ® a. STA. 22+26.94, 12.0ORT. 361.70' 15 P.R.C. VERT CURVE 361.73' J P.R.C. STA. 22+33.89, 13.50RT. 360.93' 361.76' 1007.00' 57.02' 28.52' 0314'21„ 1 10.00' 3.38' VERT. URVE 19 21'16' 18 10.0(y W J 1.86' 2105'58" 19 1 987.50' 56.25' 28.13' m l FOR ® ISLANDUCT DETECTABLE 2' WIDE NTNG 1Q bo I 11 CONSTRUCTSTYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS 2010 SURFACE ON CONRETE WALKWAY. FOR OR DETECTABLEWARNING 0) to STANDARD DETAILS, SEE DETAIL 4" ON SHEET 5. J ITEM OF WORK - SEE CONSTRUCTION NOTES CL I SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 1T. "M"-10" ® CONSTRUCT TYPE REVEAL MEDIAN CURB PER w -- C RVE LA Lu0 S CL (c rt°i y wto I m co S co r - N I O) d Jo O N ^ JA tp W C M to t0 n + +. N N to O N M o N > In W O�p I _ M > to O (� t v N + M N ii, cn Lo 17 > o Lo N O+W N to . h<_ to mN > J > W L4 N f- Nof Z �� O Lo M r) th moi, • > Illiii J Lc o W M T OMO 6 + CU� > C.)NV -�� N W j INV yS q N J mN W aFL coa a N0q p = �ina I U.- W 1 iLW ^ *dam EkN � �. ~ C+p �? LG OUNR > 0 > " c/) .2,35 PROPOSED ST FLO NE W00 Of 1 _ a E.i +CA ci n: cn � CENTEIRUNE m o' - ---- - -- - - -- ---- d - - PROPOS-__D EAST FLOWUN 0.75% S-1.39. i cis mco }1696 k- a cn -- - - -- -- - - -- - - - - LEGEND: ABBREVIATIONS F.L. FLOWUNE POVC POINT ON VERTICAL CURVE C.L. 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWUNE C/G CURB & GUTTER PA PROPERTY LINE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -CD- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN 'LED„ TYPE. SEE DETAIL "5' ON SHEET 5. -8- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 15+00 374 372 370 368 366 364 362 360 358 356 354 19+00 20+00 21+00 22+00 23+00 374 372 370 368 366 364 362 360 358 356 354 24+00 18+00 19+00 20+00 21+00 22+00 23+00 374 372 370 368 366 364 362 360 358 356 354 24+00 D A" FAI D STATIONING TABLE - MEDIAN CURB CURVE REF. NO. DESCRIPTION C.L. STATION! E.P. ELEV. T.C. ELEV. 1 Q2 B.C. E.C. STA. 19+35.02, 6.00LT• STA. +90.91, 50LT. 356.12' 361.63 356.9 ' 2.46' 3 B.C. STA. 23+02.81, 7.50LT. 361.75' 362.58' ® E.C. STA. 23+02.81, 13.50RT. ql 362.58' 55 B.C. STA2+90.91 13.50RT 361.63' 362.46' 6 EC. STA. 19+25.75, 12.00RT. 356.16' 356.99' 7 1 GRADE BREAK PROJECTION STA. 20+41.27, 6.00LT. 356.89' r ® GRADE BREAK PROJECTION STA. 22+14.56, 6.00LT• 360.73' 361.56' Q GRADE BREAK PROJECTION a 360.72' 361.55' 0 11i5A.C. GRA E BREAK PROJECTION STA. 20+41.33, 12.00RT. STA. 22+91-6-0 6-.6&T. 356.96' 360.88' 357.79' 361.71 12 P.R.C. STA. 22+30.31, 6.75LT. 360.91' 361.74' 13 P.C.C. STA. 22+34.32, 7.5OLT, 360.94' 361.77' ® P.C.C. STA. 22+26.94, 12.0ORT. 361.70' 15 P.R.C. VERT CURVE 361.73' J P.R.C. STA. 22+33.89, 13.50RT. 360.93' 361.76' 1007.00' 57.02' 28.52' 0314'21„ 1 10.00' 3.38' 1.70 19 21'16' 18 10.0(y 3.68' 1.86' 2105'58" 19 1 987.50' 56.25' 28.13' m l FOR ® ISLANDUCT DETECTABLE 2' WIDE NTNG 1Q FLOWUNE STATION - SEE TABLE 11 CONSTRUCTSTYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS 2010 SURFACE ON CONRETE WALKWAY. FOR OR DETECTABLEWARNING 0) to STANDARD DETAILS, SEE DETAIL 4" ON SHEET 5. J ITEM OF WORK - SEE CONSTRUCTION NOTES CL I SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 1T. "M"-10" ® CONSTRUCT TYPE REVEAL MEDIAN CURB PER w -- C RVE Lu0 > rt°i y wto I m S � N I O) d Jo O N ^ JA tp W C M to t0 n + +. N N to N CL' M > M WW >a W Lo 17 > N O+W N I N la.� h<_ to mN > W L4 N} moi, • > Illiii W t0 W coa �ina I t� ^ � �. o + W00 Of CU a +CA ci Q -r IL -D atna d - PROPOS-__D EAST FLOWUN cis mco k- a cn -- - - -- -- - - -- - - - - --0.499G� - - -- - -- -- - I ® CENTERLINE 5=0. 96 18+00 19+00 20+00 21+00 22+00 23+00 374 372 370 368 366 364 362 360 358 356 354 24+00 D A" FAI D 3 STATIONING TABLE - MEDIAN CURB CURVE REF. NO. DESCRIPTION C.L. STATION! E.P. ELEV. T.C. ELEV. 1 Q2 B.C. E.C. STA. 19+35.02, 6.00LT• STA. +90.91, 50LT. 356.12' 361.63 356.9 ' 2.46' 3 B.C. STA. 23+02.81, 7.50LT. 361.75' 362.58' ® E.C. STA. 23+02.81, 13.50RT. 361.75' 362.58' 55 B.C. STA2+90.91 13.50RT 361.63' 362.46' 6 EC. STA. 19+25.75, 12.00RT. 356.16' 356.99' 7 1 GRADE BREAK PROJECTION STA. 20+41.27, 6.00LT. 356.89' 357.72' ® GRADE BREAK PROJECTION STA. 22+14.56, 6.00LT• 360.73' 361.56' Q GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 0 11i5A.C. GRA E BREAK PROJECTION STA. 20+41.33, 12.00RT. STA. 22+91-6-0 6-.6&T. 356.96' 360.88' 357.79' 361.71 12 P.R.C. STA. 22+30.31, 6.75LT. 360.91' 361.74' 13 P.C.C. STA. 22+34.32, 7.5OLT, 360.94' 361.77' ® P.C.C. STA. 22+26.94, 12.0ORT. 360.87' 361.70' 15 P.R.C. STA. 22+30.26, 12.75RT. 360.90' 361.73' 16 P.R.C. STA. 22+33.89, 13.50RT. 360.93' 361.76' 3 ROGER A McINTOSH R.C.E. 33322 D: DATE • 4 KRAMAN-P. SHAW DATE R.C.E. 32178 LEGEND: (CONT.) CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 50.00' 42.81' 22.82' 49'03'28" 2 65.00' 1.02' 0.51' 00 5354" 3 40.00' 26.44' 13.73 3752'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24„ 6 30.00' 47.12' 30.00' 9000b0" 7 30.00' 47.12' 30.00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 06'18'52" 1O 11 60.00' 1007. W 49 93.29' 26.19' 14-7-M 47'09'23" 1 1 10.50' 32.99' - 180 00'00" 13 1 989.00' 297.58' 149.92' 17'14'23" 14 1 10.00' 3.86' 1.96' 2207'54" 15 1 10.00' 4.14' 2.10' 2342'59" 16 1 1007.00' 57.02' 28.52' 0314'21„ 1 10.00' 3.38' 1.70 19 21'16' 18 10.0(y 3.68' 1.86' 2105'58" 19 1 987.50' 56.25' 28.13' 03'15'49" ROGER A McINTOSH R.C.E. 33322 D: DATE • 4 KRAMAN-P. SHAW DATE R.C.E. 32178 1 0.30' A.C. PAVING 0.40' AGG. BASE LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: a �.. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' "W31(CA)' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/ 3 WINGS PER C.Q.B. Sm. Q1 „ „ CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1 © INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE c.> - STOP - END` W � yyy U BIZ PARKING AREA - SEE NOTE 6. Q2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. ® TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. TYPICAL STREET CORNER SEE "3' �I0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS R/W „ „ „ CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. cel - DETAIL ON SHEET 5. "6" ® R/W O > 96' RIGH T'I OF- WAY TYPICAL STREET BULGE -SEE DETAIL ON SHEET 5. DRAIN PLANS�--- PIPE SIZE �/ AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. i 18' 22.5' 7.5' 13.5' 22.5' 12 5 LANE Z C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. LANE LANDSCAPING & 10' W Z I 21' LA DSCAPE MEDIAN z LANDSCAPE I ® I MULTI-PURPOSE TRAIL o FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. © I MAY MEANDER WITHINo SECTION LE A O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. 19 AREA AND I LANDSCAPE AREA SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. _ 2 I U. 5' SIDEWALK I I 2% 29W;X, UNIT BOUNDARY Z\\� zz u 1 I - 9 AND 10 FOR DETAILS. 1 0.30' A.C. PAVING 0.40' AGG. BASE LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: a �.. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' "W31(CA)' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/ 3 WINGS PER C.Q.B. Sm. Q1 „ „ CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1 © INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE c.> - STOP - END` ST -4. � CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME U "R26(CA)" - NO PARKING PARKING AREA - SEE NOTE 6. Q2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. ® TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. TYPICAL STREET CORNER SEE "3' - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 3� „ „ „ CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. - DETAIL ON SHEET 5. "6" ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM O > CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE -SEE DETAIL ON SHEET 5. DRAIN PLANS�--- PIPE SIZE �/ AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. Istr CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER 8 S- UTILITY S=SEWER 5 O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 5 PROPOSED STRIPINGS AND MARKINGS. Z C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. D=DRAIN FOR DETAILS. • S SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION DESIGNATION: ® PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.18 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SECTION LE A O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. 19 - FURNISH AND INSTALL 2 2" BLANK CONDUIT PIPES. CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD ti SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. _ 2 L/ CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 PLAN A87A. FURNISH AND INSTALL TRAFFIC SIGNS SEE SHEETS - - - ®- - - - - - UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN O CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. - 9 AND 10 FOR DETAILS. - - - - - - - --- - - - PROPOSED SAWCUT LIMIT LINE 1 O ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN ® COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. O CURVE NUMBER FOR CURVE DESCRIPTION FOR ® ISLANDUCT DETECTABLE 2' WIDE NTNG 1Q FLOWUNE STATION - SEE TABLE 11 CONSTRUCTSTYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS 2010 SURFACE ON CONRETE WALKWAY. FOR OR DETECTABLEWARNING z STANDARD DETAILS, SEE DETAIL 4" ON SHEET 5. ® ITEM OF WORK - SEE CONSTRUCTION NOTES 1© SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER/DESIGN ENGINEER. "M"-10" ® CONSTRUCT TYPE REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. SECTION R = 59 SCALE:1'=10' 6 TI = 6 STREET SECTION LOCAL COLLECTOR (PUBLIC STREET) HOVINGHAM DRIVE 1.00' COMPACTED SUBGRADE COMPACTED TO 95% NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 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. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 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. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 t. or -I( e RECORDM" I O DIG ALERT i& Cali: TOLL FREE 1-800-227-2600 AT LEAST TING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CTI 0 M M 1- CD 5 a 7t U cr 1* Z U_ I Q J w U co i d , , w co O u- u N W w Y a m r a CL .z m c.> o � U �Ix Z Z �UW O > 94-4 ;.- 4 0 GCS W 0Q 0 O Z c)Z0 C1.)� N '-.4 -�- ti cn c; � C-3 U Z V � z 0 Lu0 S co 1W- N o �- W W a: W c a CL .z c.> o � U �Ix Z �UW O > 94-4 ;.- 4 W 0 GCS W 0 O Z c)Z0 C1.)� N '-.4 -�- ti cn c; � C-3 U Z V � W W a: W c Z W ` �Z(I_ C.L. STATION W>o4z T.C. ELEV. J 1,� WW¢o �� 36° M - © WQI"C- a-acL,j STA 18+58.96, C.L. HOVINGHAM DR. F - - Lu T.C.(D-4 CURB)/E.P. E,A�EST sem---_ DETAIL "1" CIRCLE @ ROUNDABOUT SCALE: 1" = 20' LINE NO. UNE BEARI LENGTH NOTE: STATIONING ARE BASED ON HOVINGHAM DRIVE U I N45'03'09"W I 36.87' 41' STAMP CONCRETE 0 -- 0.30' A.C. 34' CARIES 0.40' CL 11 AGG. BASE - 1.00' COMPACTED SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC ENO 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 F.O.C. FACE OF CURB A.P. ANNE POINT P.A.F.L. PARKING AREA FLOWUNE C/G CURB & GUTTER PA PROPERTY LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.Q.B. STD. ST -13. 4 > EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SID. T-1. <Z>- FURNISH FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. -EDO- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 41' < <y 20� S4. REF. Na DESCRIPTION C.L. STATION 1� T.C. ELEV. Q IVOR ala - - © B.C. 565'29'38"W RAO. STA 18+58.96, C.L. HOVINGHAM DR. - - LC T.C.(D-4 CURB)/E.P. -0 356.67' E.P. 0.50' TYPE "A'" CONC. ❑4 0.50' COMPACTED SUBGRADE STA 18+56.09, C.L. HOVINGHAM DR. COMPACTED TO 95% OF 357.60' MAXIMUM DENSITY T.C.(D-4 CURB)/E.P. A SECTION 356.31' E.P. _ 7 SCALE: 1"=10' R = 59 T.C.(TYPE "At -6" CURB)/F.C. TI=6 Q PSS Lu �> 04 w W F- F- LIJ W ¢ LLJ m DZ N WQm tv �� .SPLITTER ISLAND "A" @ ROUNDABOUT SCALE: 1" = 10' A,. SPLITTER ISLAND "B" .@ ROUNDABOUT SCALE: 1" = 10' cLl SPLITTER ISLAND To @ ROUNDABOUT SCALE: 1" = 10' STATIONING TABLE REF. Na DESCRIPTION C.L. STATION E.P./F.C. ELEV. T.C. ELEV. Q GE INTERSECTION STA. 18+2209, C.L. HOVINGHAM DR.= STA. 10+00.00, C.L. PEMBERLEY PASSAGE AVE - - © B.C. 565'29'38"W RAO. STA 18+58.96, C.L. HOVINGHAM DR. - - 3 T.C.(D-4 CURB)/E.P. STA. 18+63.34, C.L. HOVINGHAM DR. 356.67' E.P. 357.00' ❑4 TC.(TYPE "At -6" CURB)/F.C. STA 18+56.09, C.L. HOVINGHAM DR. 357.10' F.C. 357.60' ® T.C.(D-4 CURB)/E.P. STA. 18+09.77, C.L. 39.11RT. HOVINGHAM DR. 356.31' E.P. 356.64' ® T.C.(TYPE "At -6" CURB)/F.C. STA. 18+11.88, C.L. 32.43RT. HOVINGHAM DR. 356.79' F.C. 357.29' Q7 TC.(D-4 CURB)/E.P. STA 17+81.09, C.L. HOVINGHAM OR. 356.51' E.P. 356.84' ® 7C.(TYPE "Al -6" CURB)/F.C. STA 17+88.09, C.L. HOVINGHAM DR. 356.99' F.C. 357.49' ❑9 T.C.(0-4 CURB)/E,P. STA. 18+35.84, C.L. 38.63LT. HOVINGHAM DR. 355.79 E.P. 356.12' 10 T.C.(TYPE "At -6" CURB/F.C. STA 18+33.32. C.L. 32.09LL HOVINGHAM DR. 356.27' F.C. 356.77' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C22 3.00' 4.57' 2.87' 87'22'28" C23 t.00' 2.03' 1.62' 116'31'37" C24 120.00' 30.45' 15.31' 1432'23" C25 1.00' 1.50' 0.93' 85'42'05" C26 1.00' 1.56' fl.99' 89'31'28" ANGHAM DRIVE � PEMBERLEY PASSAGE AVE. QR SPLITTER ISLAND "D" @ ROUNDABOUT SCALE: 1" = 10' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 1.00' 1.57' 1.00' 89'48'21" C2 1.00' 1.59' 1.02' 9112'01' C3 93.00' 12.45' 6.24' 7'40'23' C4 1.00' 1.98' 1.53' 113'3020" C5 3.00' 4.36' 2.67' 83'17'41" C6 1.00' 1.51' 0.94' 8636'21 C7 1.00' 1.60' 1.03' 91'55'16' C8 1.00' 1.57' 1.00' 90'00'00" C9 80.00' 24.69' 12.44' 17'40'54" CIO 1.00' 2.02' 1.59' 115'36'06' C11 3.00' 4.30' 2.61' 82'04'48" C12 1.00' 1.52' 0.95' 87'16'14" C13 1.00 1.57' 0.99' 89'42'08* C14 1.00' 1.55 0.98' 8833'53" C15 61.00' 10.44' 5.23' 948'32" Ct 6 1.00' 1.94' 1.47' 111"22'00' C17 3.00' 4.59' 2.88' 87'41'18" C18 STA. 10+67.05, C.L. 7.83LT. PEMBERLEY PASS. AVE. 1.43' 0.87' 81'5454" C1.00' 19 1.00' 1.55' 0.98' 8846'57" 20 1.00' 1.58' 1.01' 90-46-24- LEGEND: ONT.LEGEND: CONT.,) CONSTRUCTION NOTES: SPLITTER ISLAND "A" RtFURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - ENO 18' BOTTOM WIDTH DRIVEWAY w/ 3' WINGS PER C.O.BSTD. ST -4. W/ �1 " CONSTRUCT TYPE B CURB do GUTTER PER C.O.B. STD. ST -•1. 1 ® INSTALL W31(CA) SIGN WITH QM4-3 MARKER AT LIMITS OF ON-SITE CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME E.C. TYPE "M" MEDIAN CURB 'R26(CA)" - NO PARKING PARKING AREA - SEE NOTE 6. 2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. ®TYPICAL TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STREET CORNER SEE DETAIL "3" -- u STORM DRAIN - REfER TO SEWER &STORM GRAIN PLANS `'`t �'� STA. 19+22.09, C.L. 5.00LT. HOVINGHAM OR. Q „ „ „ CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. STA. 19+02.00, C.L. 5.0017. HOVINGHAM DR. - ON SHEET 5. "6" P.R.C. TYPE "M" MEDIAN CURB STORM DRAIN MANHOLE - REFER TO SEWER 9 ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE -SEE RETAIL ON SHEET 5. STA. 18+88.55, C.L. 4.66LT. HOVINGHAM DR. & STORM DRAIN PLANS �- PIPE SIZE STA. 19+24.31, C.L. 12.01RT. HOVINGHAM DR. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 8 S- UTILITY S=SEWER 05 PROPOSED BLOCK WALL do LANDSCAPE -SEE SEPARATE PLANS I� PROPOSED STRIPINGS AND MARKINGS. CENTER 1.0' RADIUS C.O.B. STD. D-14, UNLESS NOTED OTHERMNSE. D -DRAIN E.C. TYPE "M" MEDIAN CURB FOR DETAILS. ® B.C. TYPE "M" MEDIAN CURB -~^----- s SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION DESIGNATION: ® PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 518 . FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CT°" iEE L./ PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. 19 ® FURNISH AND INSTALL 1- 6" AND 1- 2" BLANK CONDUIT PIPE. CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. - - -A 2 STA. 11+06.76, C.L 6.0017. PEMBERLEY PASS. AVE. CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 PLAN A87A. FURNISH AND INSTALL TRAFFIC SIGNS SEE UNIT BOUNDARY SHEET wHEW SECTM IS SHOWN STA. 10+95.26, C.L. 4.001-T. PEMBERLEY PASS. AVE. CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. E.C. TYPE "M" MEDIAN CURB - SHEETS 9 AND 10 FOR DETAILS. - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE B.C. TYPE "M" MEDIAN CURB 14 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN a COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. Q CURVE NUMBER FOR CURVE DESCRIPTION STA. 10+67.05, C.L. 7.83LT. PEMBERLEY PASS. AVE. FOR DETAILS. (g CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 0 FLOWLINE STATION SEE Q 11 CONSTRUCT TYPE Al -6 CURB WITH 6" REVEAL PER CALTRANS 2010 SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING "4" STA. 10+70.30, C.L. 4.00RT. PEMBERLEY PASS. AVE. - TABLE B.C. TYPE "M" MEDIAN CURB STA. 10+83.90, C.L. 5.00RT. PEMBERLEY PASS. AVE. STANDARD CENTER 1.0' RADIUS DETAILS, SEE DETAIL ON SHEET 5. Q ITEM OF WORK - SEE CONSTRUCTION NOTES STA. 10+84.90, C.L. 4.05RT. PEMBERLEY PASS. AVE. 1� SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 4 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CENTER 1.0' RADIUS STA. 10+97.76, C.L. 4.00RT, PEMBERLEY PASS. AVE. [4$] E.C. TYPE "M" MEDIAN CURB CITY ENGINEER/OESIGN ENGINEER. SPLITTER ISLAND "C" CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER ® B.C. TYPE "M" MEDIAN CURB STA. 17+15.30, C.L. 9.52RT. HOVINGHAM DR. CENTER 1.0' RADIUS STA 17+15.30. C.L. 8.52RT. HOVINGHAM DR. C.O.B. STD. ST -2. E.C. TYPE 'M" MEDIAN CURB STA. 17+16.30, C.L. 8.52RT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 17+26.25, C.L. 7.53RT. HOVINGHAM DR. ® 1 NQTE5: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 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. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 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. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. or -of-/& DIG ALER0 T Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS eEFORE you DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF STATIONING TABLE REF. NO.1 DESCRIPTION C.L. STATION SPLITTER ISLAND "A" Oil P.C.C. TYPE "M" MEDIAN CURB STA. 19+35.02, C.L. 6.00LT. HOVINGHAM DR. Q CENTER 1.0' RADIUS STA. 19+35.02, C.L. 5.00LT. HOVINGHAM DR. Q E.C. TYPE "M" MEDIAN CURB STA. 19+34.02, C.L. 5.00LT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 19+23.08, C.L. 3.98LT. HOVINGHAM OR. 5 CENTER 1.0' RADIUS STA. 19+22.09, C.L. 4.00LT. HOVINGHAM DR. © E.C. TYPE "M" MEDIAN CURB STA. 19+22.09, C.L. 5.00LT. HOVINGHAM OR. Q B.C. TYPE "M" MEDIAN CURB STA. 19+02.00, C.L. 5.0017. HOVINGHAM DR. ® P.R.C. TYPE "M" MEDIAN CURB STA. 18+89.51, C.L. 4.92I.T. HOVINGHAM DR. 9 CENTER 1.0' RADIUS STA. 18+89.65, C.L. 5.91LT. HOVINGHAM DR. ® E.C..TYPE "M" MEDIAN CURB STA. 18+88.55, C.L. 4.66LT. HOVINGHAM DR. 21 P.C.C. TYPE "M" MEDIAN CURB STA. 19+24.31, C.L. 12.01RT. HOVINGHAM DR. �]2 CENTER 3.0' RADIUS STA. 19+24.34, C.L. 10.89RT. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 19+23.28, C.L. 10.99RT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 19+09.97, C.L. 10.42RT. HOVINGHAM DR. CENTER 1.0' RADIUS STA. 19+09.15, C.L. 11.52RT. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 19+08.97, C.L. 10.54RT, HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 18+96.39, C.L. 13.72RT. HOVINGHAM DR. ® CENTER 1.0' RADIUS STA. 18+95.89, C.L. 10.76RT. HOVINGHAM DR. ®9 E.C. TYPE "M" MEDIAN CURB STA. 18+92.98, C.L. 11.60RT. HOVINGHAM DR. SPLITTER ISLAND "B" ® B.C. TYPE "M" MEDIAN CURB STA. 11+07.76, C.L. 5.00LT. PEMBERLEY PASS. AVE. Q CENTER 1.0' RADIUS STA. 11+07.76, C.L. 4.00LT. PEMBERLEY PASS. AVE. ® E.C. TYPE "M" MEDIAN CURB STA. 11+06.76, C.L 6.0017. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 10+96.26, C.L. 4.00LT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA. 10+95.26, C.L. 4.001-T. PEMBERLEY PASS. AVE. ® E.C. TYPE "M" MEDIAN CURB STA. 10+95.26, C.L. 5.00LT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 10+91.65, C.L. 5.00LT. PEMBERLEY PASS. AVE. P.C.C. TYPE "M" MEDIAN CURB STA. 10+67.35, C.L. 8.78LT. PEMBERLEY PASS. AVE. �] CENTER 1.0' RADIUS STA. 10+67.05, C.L. 7.83LT. PEMBERLEY PASS. AVE. E.C. TYPE "M" MEDIAN CURB STA. 10+66.06, C.L. 7.69LT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA 10+67.33, C.L. 1.41RT. PEMBERLEY PASS. AVE. Q CENTER 3.0' RADIUS STA. 10+70.30, C.L. 1.00RT. PEMBERLEY PASS. AVE. E.C. TYPE "M" MEDIAN CURB STA. 10+70.30, C.L. 4.00RT. PEMBERLEY PASS. AVE. 931 B.C. TYPE "M" MEDIAN CURB STA. 10+83.90, C.L. 5.00RT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA, 10+83.90, C.L. 4.00RT. PEMBERLEY PASS. AVE. Q E.C. TYPE "M" MEDIAN CURB STA. 10+84.90, C.L. 4.05RT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA 10+96.76, C.L. 4.00RT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA. 10+97.76, C.L. 4.00RT, PEMBERLEY PASS. AVE. [4$] E.C. TYPE "M" MEDIAN CURB STA. 10+97.76, C.L 5.00RT. PEMBERLEY PASS. AVE. SPLITTER ISLAND "C" ® B.C. TYPE "M" MEDIAN CURB STA. 17+15.30, C.L. 9.52RT. HOVINGHAM DR. CENTER 1.0' RADIUS STA 17+15.30. C.L. 8.52RT. HOVINGHAM DR. Q E.C. TYPE 'M" MEDIAN CURB STA. 17+16.30, C.L. 8.52RT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 17+26.25, C.L. 7.53RT. HOVINGHAM DR. ® CENTER 1.0' RADIUS STA. 17+27.25, C.L. 7.501-T. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 17+27.25, C.L. 8.5ORT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 17+43.38, C.L. 8.5ORT. HOVINGHAM DR. P.R.C. TYPE "M' MEDIAN CURB STA. 17+57.87, C.L. 9.59RT. HOVINGHAM DR. []7 CENTER 1.0' RADIUS STA 17+55.18. C.L. 8.63RT. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 17+56.16. C.L. &45RT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 17+54.02. C.L. 3.2OLT. HOVIGNHAM DR. b] CENTER 3.0' RADIUS STA. 17+51.07. C.L. 2.661_7 HOVINGHAM DR. ®1 E.C. TYPE "M" MEDIAN CURB STA. 17+50.65, C.L. 5.63LT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 17+36.83, C.L. 3.67LT. HOVINGHAM DR. ® CENTER 1.0' RADIUS STA. 17+36.97, C.L. 2.68LT. HOVINGHAM DR. ® E.C. TYPE 'M" MEDIAN CURB STA. 17+35.97, C.L. 2.6817 HOVINGHAM DR. 'S B.C. TYPE "M" MEDIAN CURB STA. 17+25.96, C.L. 3.52LT. HOVINGHAM OR. © CENTER 1.0' RADIUS STA. 17+24.96, C.L. 3.501..7 HOVINGHAM DR. ®7 E.C. TYPE "M" MEDIAN CURB STA. 17+24.96, C.L. 4.501.7 HOVINGHAM OR. SPUTTER ISLAND "D" ® B.C. TYPE "M" MEDIAN CURB STA. 9+01.48. C.L. 6.14LT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA. 9+01.47, C.L. 5.14LT. PEMBERLEY PASS. AVE. Q E.G. TYPE "M" MEDIAN CURB STA. 9+02.47, C.L. 5.12LT. PEMBERLEY PASS. AVE. Mt B.C. TYPE "M" MEDIAN CURB STA. 9+13.63. C.L. 4.41LT. PEMBERLEY PASS. AVE. n CENTER 1.0 RADIUS STA. 9+14.63, C.L. 4.36LT. PEMBERLEY PASS. AVE. ® E.C. TYPE "M" MEDIAN CURB STA. 9+14.64, C.L. 5.36LT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 9+29.42, C.L. 5.17LT. PEMBERLEY PASS. AVE. ® CENTER 3.0' RADIUS STA. 9+29.69, C.L. 218LT. PEMBERLEY PASS. AVE. ® E.C. TYPE "M" MEDIAN CURB STA, 9+32.66, C.L. 2.5817. PEMBERLEY PASS. AVE. Q B.C. TYPE "M" MEDIAN CURB STA. 9+34.68, C.L. 12.34RT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA. 9+33.69, C.L. 12.47RT. PEMBERLEY PASS. AVE. Q E.C. TYPE "M" MEDIAN CURB STA. 9+33.37, C.L. 13.42RT. PEMBERLEY PASS. AVE. ® B.C. TYPE 'M" MEDIAN CURB STA, 9+03.61, C.L. 7.34R7 PEMBERLEY PASS. AVE. CENTER 1.0' RADIUS STA. 9+03.69, C.L. 6.34RT PEMBERLEY PASS. AVE E.C. TYPE "M" MEDIAN CURB STA. 9+02.69. C.L. 6.34RT. PEMBERLEY PASS. AVE. �] B.C. TYPE "M" MEDIAN CURB STA. 8+92.71, C.L. 6.01RT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA. 8+91.71. C.L 6.00RT. PEMBERLEY PASS. AVE. ® I E.C. TYPE "M" MEDIAN CURB STA. 8+91.71, C.L. 7.0ORT. PEMBERLEY PASS. AVE. NQTE5: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 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. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 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. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. or -of-/& DIG ALER0 T Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS eEFORE you DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF PA R/WR/W VARIES I z 38' PA I 45' 45' 2% 2% 2% 25.1 I I 20' 1 COMPACTED TO 95% 20' 0.50' TYPE 'A" CONC. 1 I 10' 5' VARIES 25' 0.20' A C. PAVING L_ 25' VARIES V 10' 1 LANADSC E S/W LANDSCAPE r/ / 1 _ 50' LANDSCAPE S/W LANA 2% AREA R = 59 " 2% I AREApD�SECAPE STREET SECTION SCALE: 1"-10 8 R = 59 N 2% ujui 3e 20' 5' 1 5' 20' DRIVE AISLE PEMBERLEY PASSAGE AVENUE ? q 2' (PUBLIC STREET) WMSP EXHIBIT 4-19 m PARKING PA WMSP EXHIBIT 4-19.1 2' 2% 4•, MNy I 30' j 0.50' TYPE "A" CONC. 2% 1kV4 DRIVE AISLEAN M DRIVE AISLE 2% VARIES I z 38' o d1 i.: a I o 30' R/W 2% 2% 2% 25.1 6' 2% 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING COMPACTED TO 95% 2 1 0.50' TYPE 'A" CONC. f 1 PARKING SCALE:1 "=10' _j2' L.: 0.20' A C. PAVING L_ _ 1.00' COMPACTED SUBGRADE 0.50' COMPACTED O.G. 0.40' AGG. BASE COMPACTED TO 95% 0.30' A.C. PAVING 1.00' COMPACTED SUBGRADE TO 95% RELATIVE DENSITY R/W r/ / 1 _ 50' 0.40' AGG. BASE COMPACTED TO 95% SECTION o 2% SECTION R = 59 " 2% I 2% STREET SECTION SCALE: 1"-10 8 R = 59 N 2% (PRIVATE STREET) I STREET SECTION TI = 4.5 DRIVE AISLE PEMBERLEY PASSAGE AVENUE ? q 1 1 (PUBLIC STREET) WMSP EXHIBIT 4-19 m PARKING PA WMSP EXHIBIT 4-19.1 SCALE.,1"=10 P, I 30' j PEMBERLEY PASSAGE AVENUE 0.50' TYPE "A" CONC. R/W 0.20' A.C. PAVING 0.20 A.C. PAVING R/W 0.50' COMPACTED j VARIES -MIN. 30' VARIES -MIN. 30' 0.40' AGG. BASE I TO 95% RELATIVE DENSITY SEE PLAN SEE PLAN 1 I I VARIES 5' a 23' 23' 5' VARIES I I LANDSCAPE S/W LANDSCAPE AREA S/W LANDSCAPE AREA LANDSCAPE AREA S/W I AREA SECTION1 R/W La uj 5 2' 30' L 0 2' S iI=4.5 18' 0 4MEDIAN 1 2% '" 4 2% 2% 2 5' 13' 2% 1 2 UNNA411. 2% 2% S LANDSCAPE AREA 2% t 4% 1 z ( 2' I i 0.20' A.C. PAVING I I 0 1 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE 2% 291; " ?% COMPACTED TO 95% SECTION R = 59 SCALE.1 "=10' 8 TT = 4.5 STREET SECTION 0.50' TYPE "A" CONC. (PRIVATE STREET) 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING 2% % .3.._r PEMBERLEY PASSAGE AVENUE R/W 0.40' AGG, BASE 0.50' COMPACTED O.G. F R/W TO 95% RELATIVE DENSITY 30' 30' f / 5'7' SECTION 18' 1 12' 18' t 1 S/W L/S 0.50' TYPE "A" CONC. DRIVE AISLE I 0.50' TYPE "A" CONC. TI = 4. 4.5 6' i 2' 13' 5' I 30' 30' R/W I 50 7' 18' 1 12' 18' I S L DRIVE AISLE 6- 13' LL: a Io 2% N 2% 2% 2 4 1 1 l .E 0.50' TYPE "A' CONC. 0.20' A.C. PAVING 1.00' COMPACTED SUBGRADE 0.50' COMPACTED O.G. 0.4fl' AGG. BASE COMPACTED TO 95% TO 95% RELATIVE DENSITY SECTION AE'1 SCALE:1"=10' V R = 59 STREET SECTION TI = 4.5 (PRIVATE STREET) GRANTHAM AVENUE WMSP EXHIBIT 4-19 R/Wt R/ 30' 30' 18' 12' i 18' T 5' I DRIVE AISLE L/S S/W 1 5' 13' 12' 6' S LANDSCAPE AREA DRIVE AISLE I PARKING VARIES I z 38' o d1 i.: a I o 30' R/W 2% N 2% 2% 25.1 6' 2% 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING COMPACTED TO 95% C 0.50' TYPE 'A" CONC. PARKING SCALE:1 "=10' _j2' L.: 0.20' A C. PAVING L_ _ 1.00' COMPACTED SUBGRADE 0.50' COMPACTED O.G. 0.40' AGG. BASE COMPACTED TO 95% 41a: TO 95% RELATIVE DENSITY R/W r/ / 1 _ 50' 18' 12' 12' SECTION o 2% SCALE: 1"=10' R = 59 " 2% I 2% STREET SECTION TI = 4.5 N 2% (PRIVATE STREET) I AISLE DRIVE AISLE PEMBERLEY PASSAGE AVENUE ? q 1 1 WMSP EXHIBIT 4-19 m PARKING PA PARKING SCALE.,1"=10 P, I 30' j 30' 0.50' TYPE "A" CONC. 30' 30' R/W I 50 7' 18' 1 12' 18' I S L DRIVE AISLE 6- 13' LL: a Io 2% N 2% 2% 2 4 1 1 l .E 0.50' TYPE "A' CONC. 0.20' A.C. PAVING 1.00' COMPACTED SUBGRADE 0.50' COMPACTED O.G. 0.4fl' AGG. BASE COMPACTED TO 95% TO 95% RELATIVE DENSITY SECTION AE'1 SCALE:1"=10' V R = 59 STREET SECTION TI = 4.5 (PRIVATE STREET) GRANTHAM AVENUE WMSP EXHIBIT 4-19 R/Wt R/ 30' 30' 18' 12' i 18' T 5' I DRIVE AISLE L/S S/W 1 5' 13' 12' 6' S LANDSCAPE AREA DRIVE AISLE I PARKING 2% �I 4 2 0.50` TYPE "A" CONC. -0,50' COMPACTED O.G. TO 95% RELATIVE DENSITY R=59 TI = 4.5 50' P I R/W I I 8.5 LANDSCAPE i EASEMENT T i VARIES L/S R/W _1 5' 7' VARIES I z 38' I � I SW LS R/W 30' 30' R/W DRIVE AISLE 2% 2% 6' 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING COMPACTED TO 95% 0.40' AGG. BASE DRIVE AISLE LANDSCAPE MEDIAN SECTION PARKING SCALE:1 "=10' _j2' L.: STREET SECTION (PRIVATE STREET) o PEMBERLEY PASSAGE AVENUE 41a: WMSP EXHIBIT 4-19 R/W r/ / 1 _ 50' 18' 12' 12' 2% �I 4 2 0.50` TYPE "A" CONC. -0,50' COMPACTED O.G. TO 95% RELATIVE DENSITY R=59 TI = 4.5 50' P I R/W I I 8.5 LANDSCAPE i EASEMENT T i VARIES L/S R/W _1 5' 7' VARIES 38' I 38' 7' 5' I SW LS R/W 30' 30' R/W DRIVE AISLE L S 1 6' 22' 10' 10' 22' fi' PARKING DRIVE AISLE LANDSCAPE MEDIAN DRIVE AISLE PARKING i 1 0 _j2' L.: I.t_ 2•-4 1 I o a1 41a: M 1a:N r/ / 18' 12' 12' 18' o 2% 2% 29. " 2% I 2% 12' 0'-6' N 2% 1.00' COMPACTED SUBGRADE I AISLE DRIVE AISLE COMPACTED TO 95% ? q 1 1 4 2 m PARKING DRIVE AISLE DRIVE AISLE PARKING SCALE.,1"=10 0.50' TYPE 'A' CONC. 0.50' TYPE "A" CONC. TI=6 0.20' A.C. PAVING 0.20 A.C. PAVING 1 0.50' COMPACTED j 0.40' AGG. BASE 0.40' AGG. BASE ' COMPACTED O.C. TO 95% RELATIVE DENSITY I 2' T0.O 95 RELATIVE DENSITY a j 1.00' COMPACTED SUBGRADE 1.00' COMPACTED SUBGRAOE S/W LANDSCAPE AREA COMPACTED TO 952 COMPACTED TO 95% LANDSCAPE AREA S/W SECTION1 R/W 'L:Ia R/W R 59 30' 30' SCALE: 1 "=10' iI=4.5 18' STREET SECTION (PRIVATE STREET) DOWNTON COURT d 56.5' Q. 56.5' 10' VARIES 5' T-13' 18' 1 18' T-13' S' 1 6' 1 12' 24' R/W 30' 30' R/W DRIVE AISLE I 5/W LA z -" L/S S/W Z O ao 1 Z I.t_ 2% v M I r/ / 18' 12' 12' 18' o 0'-6' 12' 12' 0'-6' N I 1.00' COMPACTED SUBGRADE I AISLE DRIVE AISLE COMPACTED TO 95% SECTION m PARKING DRIVE AISLE DRIVE AISLE PARKING SCALE.,1"=10 R = 59 5' 13' TI=6 13' 5' 1 j © 2' I 2' (PUBLIC STREET) a j j 4 S/W LANDSCAPE AREA N LANDSCAPE AREA S/W R/W 'L:Ia R/W 30' 30' 18' 12' 1 18'7' 5' 1 DRIVE AISLE L/S S/W I 2% 5' 13' 2% 6' I 2% 2% S LANDSCAPE AREA 2% PARKING 1 z ( 2' I i I I 0 1 ICL: 2% 291; " ?% 2% I 2% 2% 0.50' TYPE "A" CONC. 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING 2% % .3.._r COMPACTED TO 95% 0.40' AGG, BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY f / SECTION t SCALE:1 "=10' 0.50' TYPE "A" CONC. 0.20' A.C. PAVING 0.50' TYPE "A" CONC. TI = 4. 4.5 2 1 % 0.50' COMPACTED O.G. 0.40' AGG. BASE (PRIVATE STREET) 0.50' COMPACTED O.G. HIGHCLERE WAY TO 95% RELATIVE DENSITY 1.00' COMPACTED SUBGRADE TO 95% RELATIVE DENSITY 0.20' A.C. PAVING 1.00' COMPACTED SUBGRADE COMPACTED TO 95% 0.40' AGG. BASE COMPACTED TO 95% SECTION R= 4 s SECTION R59 W TI SCALE: 1 "=10' SCALE:1 "=10' TI = 4.5 STREET SECTION STREET SECTION (PRIVATE STREET) (PRIVATE STREET) PEMBERLEY PASSAGE AVENUE, HIGHCLERE WAY DOCKERY STREET WMSP EXHIBIT 4-19 WMSP EXHIBIT 4-19 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. /g INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND �./ Q2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST-3.� TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. CONSTRUCT CASE "A" RAMP "4" , J TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. �3 PER DETAIL ON SHEET 5. 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT "1" BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. AND 6" REVEAL PER DETAIL ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS I PROPOSED STRIPINGS AND MARKINGS. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED fi O FOR DETAILS. PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.0 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. SM. ST -9. 0 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 0 CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD 4. " " ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS FOR DETAILS. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 2i FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. ® ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN � COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. FOR DETAILS. ® CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 11 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE; � CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER/DESIGN ENGINEER. ® CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. 56.5' Q. 56.5' 10' VARIES 24' 1 6' 1 12' 24' IW RRA L/S DRIVE AISLE LAN MEDIAN DRIVE AISLE z -" I O U Z O ao Z I.t_ 2% v M C r/ / I7 4 o co v N 0.30' A.C. PAVING 1.00' COMPACTED SUBGRADE m m 0.40' AGG. BASE COMPACTED TO 95% SECTION m SCALE.,1"=10 R = 59 TI=6 STREET SECTION LOCAL COLLECTOR l� (PUBLIC STREET) j 4 HOVINGHAM DRIVE WMSP EXHIBIT 4-11.5 R/W R/W 30' 30' 18' 12' 1 18'7' 5' 1 DRIVE AISLE L/S S/W I 5' 13' 12' 6' I S LANDSCAPE AREA DRIVE AISLE PARKING 1 z ( 2' -4 0 1 ICL: 2% 291; " ?% 2% I 2% 0.50' TYPE "A" CONC. 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING COMPACTED TO 95% 0.40' AGG, BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION SCALE:1 "=10' R = TI = 4. 4.5 STREET SECTION (PRIVATE STREET) HIGHCLERE WAY WMSP EXHIBIT 4-19 P/L R/W I 8.5' t I LANDSCAPE I EASEMENT 5' (, VARIES n 0 RECORDVIN DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWD DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF 0 M ca z W z C) z w V CD 7 cn Z Q J 0ianmi 4c 4 vo �v .� z Z O O v~ W CO) � +� co� O t_ F- �"`� 0 u i 3I tr. N cn CO � 'U Z V � e 0 o a M r- -" to O U Z O ao Z I.t_ W v M o 00zLu co v N w W m m m l� ' j 4 0ianmi 4c 4 vo �v .� z Z O O v~ W CO) � +� co� O t_ F- �"`� 0 u i 3I tr. N cn CO � 'U Z V � e 4c 4 vo �v .� z Z O O v~ W CO) � +� co� O t_ F- �"`� 0 u i 3I tr. N cn CO � 'U Z V � e (� HOVINGHAM DRIVE Q Pc,S Z LLI a WLo F-- .� ?mow < m LLi 0Qa <r�m- )W� < cn W IO_ w r ,// i DETAIL "1" CIRCLE @ ROUNDABOUT SCALE: 1" = 20' NOTE: STATIONING ARE BASED ON HOVINGHAM DRIVE MARKING NOTES & LEGEND: CURVE TABLE SIGN LEGEND: CURVE CROSSWALK STRIPING -SEE DETAIL LENGTH CALTRANS TYPE IV ARROW, LEFT OR RIGHT -�- FURNISH & INSTAL_ TRAFFIC SIGNS PER KERN COUNTY DEVELOPMENT STANDARD PLATE T-4. 1 ON SHEET 10. 24.70' AS APPLICABLE, TO BE PAINTED PER CALTRANS '*R1-1" - STOP © FURNISH AND INSTALL STREET SIGN 27,60' STANDARD PLAN A24A. Rt -2 - YIELD 3 PER C.A.B. STANDARD T-1. ,�f CALTRANS TYPE VI ARROW, LEFT OR RIGHT "R2-4" (CA) (45) - 45 ZONE AHEAD 4 PAINT 18" WIDE WHITE CONTINUOUS 23.12' AS APPLICABLE, TO BE PAINTED PER CALTRANS "R2-1'_(25MPH) - SPEED LIMIT 25 5 LINES FOR PEDESTRIAN CROSSWALK. 26.13' STANDARD PLAN A24A. "R3-1' - NO RIGHT TURN 6 PROPOSED PAVEMENT MARKINGS- SEE MARKING LEGEND FOR DETAILS 28.18' CALTRANS TYPE 1 (10) ARROW TO BE PAINTED "R3-7" - RIGHT LANE MUST TURN RIGHT "R4-7" - KEEP RIGHT 7 FURNISH AND INSTALL TRAFFIC SIGNS- 1&72' PER CALTRANS STANDARD PLAN A24A. "R6 -1(R)" - ONE WAY 8 SEE SIGN LEGEND. 5.54' CALTRANS TYPE VII ARROW, LEFT OR RIGHT "R61-3(CA)"- THRU AND RIGHT TURN ONLY "W2-6" 31 PAINT 12" VIDE WHITE CONTINUOUS LINES AND/OR CROSSWALK LINES. AS APPLICABLE. TO BE PAINTED PER CALTRANS - CIRCULAR INTERSECTION NOTICE 'W3-2" - YIELD AHEAD PAINT 12" WIDE BROKEN WHITE LINESTANDARD PLAN A24A. "WI1-2" - PEDESTRIAN CROSSING WITH 3' STRIPE PER 3' GAP. 'STOP' MARKING PER CAL -TRANS STANDARDS "Wi3-1(15 MPH)" - ADVISORY SPEED LIMIT 15 "W16 PAINT 8' WADE SOLO YELLOW U "" MARKING PER CAL -TRANS STANDARDSPOINTING YIELD" -7p'- DIAGONAL DOWNWARD ARROW " "R9 -3/R9 -3A" - NO PEDESTRIAN CROSSING 14 PAINT 4 WIDE SOLD WHITE LINE ID��pp ® PAINT 8" WIDE SOLD WHITE LINE 1�7 AAAA NOTE: "NO TRUCKS" MARKING PER CAL -TRANS STANDARDS YIELD UNE PER CALIFORNIA MUTCD FIGURE 3B-14(CA) SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2010 EDITION. 'Ar0 LINE TABLE UNE NO. BEARING LENGTH L1 N24'27'36"W 67.58' ol 1`_1P *y -6 /w , oe o: B.C.-BEGIN 12' BROKEN WHITE LINE (SEE NOTE 32) STA. 18+67.05, C.L. 35.92L1 k HOVINGHAM DRIVE x 1 N S R• 3 A X16 P a5 �. ow k $• 5� CU ' BROKEN NOTE 32) .ID WHITE LINE TONORTHEAST/ B.C.-BEGIN 8" SOUD YELLOW UNE TO NORTH STA. 18+86.04, C.L. 7.54LT. E.C.-END 8" SOLID WHITE LINE/ B.C.-BEGIN 8" SOLID YELLOW UNE STA. 18+89.64, C.L. 19.62RT. SPLITTER ISLAND STRIPING @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE UNE TABLE UNE NO. BEARING LENGTH L1 N45'03'09"W 36.87' B.C.-BEGIN 12" BROKEN E.C.-END 12" BROKEN WHITE LINE (SEE NOTE 32) B.C.-BEGIN 8' SOLID WHITE UNE TO SOUTH/ n n nrn.0 a" n STA. 10+64.04, C.L. 11.1 LLT. �. _ ' #_L_#_ Q t INTERSECTION STA. 10+00.00, C.L. PEMBERLEY WY.= STA. 18+22.09, C.L. HOVINGHAM OR. 'A SPLITTER ISLAND "B" STRIPING @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON PEMBERLEY PASSAGE AVENUE STATIONING TABLE REF. NO.1 CURVE TABLE C.L. STATION CURVE RADIUS LENGTH TANGENT DELTA 1 6&00' 24.70' 12.50' 21'46'34" 2 65.00' 27,60' 14.01' 24'19'48" 3 92.00' 16.16' 8.10' 10'03'49" 4 80.00' 23.12' 11.64' 1633'27" 5 65.05' 26.13' 13.24' 23100'57" 6 79.00' 28.18' 14.24' 20'26'11" 7 65.00' 1&72' 9.42' 16'30'00" 8 73.49' 5.54' 2.77' 04'18'58" B.C.-BEGIN 12' BROKEN WHITE LINE (SEE NOTE 32) STA. 18+67.05, C.L. 35.92L1 k HOVINGHAM DRIVE x 1 N S R• 3 A X16 P a5 �. ow k $• 5� CU ' BROKEN NOTE 32) .ID WHITE LINE TONORTHEAST/ B.C.-BEGIN 8" SOUD YELLOW UNE TO NORTH STA. 18+86.04, C.L. 7.54LT. E.C.-END 8" SOLID WHITE LINE/ B.C.-BEGIN 8" SOLID YELLOW UNE STA. 18+89.64, C.L. 19.62RT. SPLITTER ISLAND STRIPING @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE UNE TABLE UNE NO. BEARING LENGTH L1 N45'03'09"W 36.87' B.C.-BEGIN 12" BROKEN E.C.-END 12" BROKEN WHITE LINE (SEE NOTE 32) B.C.-BEGIN 8' SOLID WHITE UNE TO SOUTH/ n n nrn.0 a" n STA. 10+64.04, C.L. 11.1 LLT. �. _ ' #_L_#_ Q t INTERSECTION STA. 10+00.00, C.L. PEMBERLEY WY.= STA. 18+22.09, C.L. HOVINGHAM OR. 'A SPLITTER ISLAND "B" STRIPING @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON PEMBERLEY PASSAGE AVENUE STATIONING TABLE REF. NO.1 DESCRIPTION C.L. STATION Qt (� INTERSEC11ON STA. 18+22.09, C.L. HOVINGHAM DR.= STA. 10+00.00, C.L. PEMBERLEY PASSAGE AVE. [2Q B.C. S65'29'38"W RAD. STA. 18+58.96, C.L. HOVINGHAM DR. ❑3 END C.L. 12" WIDE SOLD WHITE UNE STA. 19+23.58, C.L. 5.11LT. HOVINGHAM DR. ® END 8" SOLID YELLOW LINE STA. 10+85.26, C.L. &71RT. PEMB. PASSAGE AVE. ® BEGIN CLL. 12" WIDE SOLD WHITE LINE STA. 10+85.76, C.L. &DORT. PEMB. PASSAGE AVE. ® END C.L. 12" VIDE SOLD WRITE UNE STA. 10+85.76, C.L. 25.00RT. PEMB. PASSAGE AVE. Q BEGIN C.L. 12" WIDE SOLD WHITE LINE STA. 10+96.76, C.L. 4.99RT. PEMB. PASSAGE AVE. ® END C.L. 12" WIDE SOLD WMITE UNE STA. 10+96.76, C.L. 25.00RT. PEMB. PASSAGE AVE ® E.C.-8" SOLID YELLOW LINE STA. 10+91.65, C.L. 6.00LT. PEMB, PASSAGE AVE 10 END 8" SOLD YELLOW UNE STA. 10+95.77, C.L. 6.00LT. PEMB. PASSAGE AVE. 11 BEGIN C.L. 12" WIDE SOLID WHITE UNE STA. 10+96.26, C.L. 25.00LT. PEMB. PASSAGE AVE. 12 END C.L. 12' WIDE SOLID WHITE LINE STA. 10+96.27, C.L. 5.00LT. PEMB. PASSAGE AVE. 1[] BEGIN C.L. 12" VIDE SOLID WHITE UNE STA, 11+07.26, C.L. 25.0OLT. PEMB. PASSAGE AVE. Q END C.L. 12" WIDE SOLD WHITE LINE STA. 11+07.26, C.L. S.00LT. PEMB. PASSAGE AVE. LEGEND: LEGEND: (CONT.) LEGEND: (CONT ) CONSTRUCTION NOTES:NOTES: R1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY " " INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION !F ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W31(CA)' - END " ° W/ 3' WINGS PER C.O.B. STD. ST -4. O CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. ELEV ELEVATION EVC END VERTICAL CURVE PARKING AREA - SEE NOTE 6. CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R26(cA)" - No PARKING ,,; � � TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. 2. LOCAL STREETS -PAVEMENT TO BE 0.20" TYPE "B" A.C. 3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION --- - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS „ " g TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE /� CONSTRUCT 6 CONCRETE CURB WITH 12 TOTAL CURB HEIGHT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. BC BEGIN CURVE PCG POINT OF COMPOUND CURVATURE O STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE v AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 1$ CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. s� 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' IV END CURVE TC TOP OF CURB CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 8 S- UTILITY R g PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1 PROPOSED STRIPINGS AND MARKINGS. " " ' PIVC POINT OF INTERSECTION 1P TOP OF PAVEMENT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. D=DRAIN FOR DETAILS. © TYPE B A.C. OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED OF VERTICAL CURVE FC FINISH CONCRETE " " " 0 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. F.O.C. FACE OF CURB A.P. ANGLE POINT SECTION OUGNATION: © PARKING AREA, 6 THICK CONCRETE -SEE DETAIL 2 ON SHEET 5. STD. ST -9. C/G CURB & GUTTER s SEWER -REFER TO SEWER &STORM DRAIN PLANS P.A.f.L. PARKING AREA FLOWUNE SECTION 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PA PROPERTY LINE SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS A FOR DETAILS. ® CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD ' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. (s FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. � _ _ _ _ _ _ PLAN A87A. EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT lfl' MEANDERING SIDEWALK PER C.O.B. $1D. ST -3. SHEET %HERE SECTION IS SHOWN 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. UNIT BOUNDARY CONSTRUCT 6 WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 1 FURNISi & INSTALL METRO STREET NAME SIGN PER - - -- - - - - - - - --- PROPOSED SAWCUT LIMIT LINE 1d ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. C.O.B. STD. T-1. - " �j CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. " ® CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING -U- FURNISH & INSTALL PRIVATE STREET UGHT 5800 LUMEN LED 11 CONSTRUCT TYPE At -6 CURB WITH 6 REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING TYPE. SEE DETAIL "5" ON SHEET 5. n FLOW LINE STAT1oN - SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. - D FURNISH & INSTALL STREET UGHT-9500 LUMEN PER 0SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE � CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. C.O.B. SID. ST -14. ITEM OF WORK - SEE CONSTRUCTION NOTES CITY ENGINEER/DESIGN ENGINEER. ® CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. SIT). ST -2. ESS ' 9 P• me i „LuC 33 2 N R p• 6-3 1 s3' C y� AW1 DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA A B��III d OL o " t/) Z "Vm Lu Z UJ �-� P O © r Z i- N� I% cn Q 0 Z h V w cr) d OL o " t/) Z "Vm Lu Z UJ �-� P O © r Z i- N� I% cn Q 0 Z h V w cr) LO GF- Q PSc,P P �tPo SS 4„ ,Ox Xsa E.C.-END 8" SOLID WHITE UNE/ Q B.C.-BEGIN 8" SOLID YELLOW LINE STA. 17+58.10, C.L. 11.42LT. ... B.C.-BEGIN 12" BROK� WHITE LINE SEE NOTE 32 STA. 17+75.81, C.L. 32.14RL G�_' vd 401 SPLITTER ISLAND To @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC PONT ON VERTICAL CURVE C.L. 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER PA L PROPERTY UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. <>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. -EB)- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. TYPICAL CROSSWALK STRIPING SCALE: 1" = 10' E.C.-END 12" BROKEN WHITE LINE (SEE NOTE 32) B.C.-BEGIN 8" SOLID WHITE UNE TO NORTH/ B.C.-BEgN 8" SOLID YELLOW LINE TO WEST SPLITTER ISLAND "D" @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON PEMBERLEY PASSAGE AVENUE STA. 9+49.63, C.L. 41.07RT. LEGEND: (.CONT-) LEGEND: (CONT.) CONSTRUCTION NOTES: INSTALL W31(CA) SIGN WITH oM4-3 MARKER AT LIMITS OF ON-SITE R1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY „ „ CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME � FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. SIU. T-19: �1 CONSTRUCT TYPE B CURB &GUTTER PER C.Q.B. STD. ST -1. 1 _.._.f W/ 3' WINGS PER C.O.B. STD. ST -4. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. Rt -1 -STOP W31(CAj - f0`ID , "R26(cA)" - NO PARKING ® CONSTRUCT 5 DETACHED SIDEWALK PER C.O.B. STD. ST -3. „ „ PARKING AREA - SEE NOTE 6. „ „ „ 14 TYPICAL STREET CORNER - SEE DETAIL 3 ON SHEET 5. -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. 1 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS�--- PIPE SIZE ® AND 6 REVEAL PER DETAIL 1 ON SHEET 5. CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 8 s-- UTILITY PROPOSED BLOCK WALL &LANDSCAPE -SEE SEPARATE PLANS 1� ovo CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PID? S=SEWER 5 PROPOSED STRIPINGS AND MARKINGS. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. D=DRAIN FOR DETAILS. 9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. SECTIONPROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. Q SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - - - - A FOR DETAILS. CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 CONSTRUCT 10' MEANDERING SIDEWALK PER C.Q.B. STD. ST -3. PLAN A87A. sHEET WMERE SECTION Is SHOWN CONSTRUCT FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS w- 94m a- � UNIT BOUNDARY ® CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. - - -- -- - - - - -- - - PROPOSED SAWCUT LIMIT UNE 1 p ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN ® COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. 1 CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. ® CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 0 i 1 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING Q FLOWLINE STATION - SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. ® ITEM OF WORK - SEE CONSTRUCTION NOTES 1© SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. SID. ST -3. CITY ENGINEER/DESIGN ENGINEER. CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. MARKING NOTES & LEGEND: CROSSWALK STRIPING -SEE DETAIL ON SHEET tfl. � CALTRANS TYPE IV ARROW, LEFT OR RIGHT FURNISH AND INSTALL STREET SIGN AS APPLICABLE, TO BE PAINTED PER CALTRAN PER C.O.B. STANDARD T-1. STANDARD PLAN A24A. TF 0 N z (� w w z z w J U z >- w V) 0 z J STATIONING TABLE CURVE TABLE DESCRIPTION CURVE RADIUS LENGTH TANGENT DELTA 1 65.00' 31.45' 16.04' 27'43'15" 2 65.00' 22.87' 11.55' 20'09'28" 3 100.00' 21.99' 11.04' 12'35'51" 4 60.00' 14.85' 7.46' 1411'00" 5 65.00' 22.32' 9.92' 17'21'03" 6 65.00' 26.51' 13.44' 2322'09" 7 65.00' 27.81' 14.12' 2430'57" 8 119.00' 34.69' 17.47' 16'42'06" MARKING NOTES & LEGEND: CROSSWALK STRIPING -SEE DETAIL ON SHEET tfl. � CALTRANS TYPE IV ARROW, LEFT OR RIGHT FURNISH AND INSTALL STREET SIGN AS APPLICABLE, TO BE PAINTED PER CALTRAN PER C.O.B. STANDARD T-1. STANDARD PLAN A24A. TF 0 N z (� w w z z w J U z >- w V) 0 z J STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION [D BEGIN C.L. 12" WIDE SOUO WHITE LINE STA. 17+36.47, C.L. 3.75LT. HOVINGHAM DR. []2 END C.L. 12" WIDE SOLID WHITE UNE STA. 17+35.82, C.L. 29.07LT. HOVINGHAM DR. © BEGIN C.L. 12" WIDE SOLID WHITE UNE STA. 17+27.29, C.L. 28.72RT. HOVINGHAM DR. ® END C.L. 12" WIDE SOLID WHITE LINE STA. 17+26.78, C.L. 8.54RT. HOVINGHAM DR. 5Q BEGIN C.L. 12" WIDE SOLID WHITE UNE STA. 9+13.34, C.L. 26.05LT. PEMB. PASSAGE AVE. © END C.L. 12" WIDE SOLID WHITE LINE STA. 9+1174, C.L. &42LT. PEMB. PASSAGE AVE. ; BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 9+02.35, C.L. 26.13LT. PEMB. PASSAGE AVE. ® END C.L. 12" WIDE SOLID WHITE UNE STA. 9+02.71, C.L. 6.07LT. PEMB. PASSAGE AVE. []9 BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 9+03.19, C.L. 7.33RT. PEMB. PASSAGE AVE. ® END C.L. 12" WIDE SOLID WHITE UNE STA. 9+03.18, C.L. 27.37RT. PEMB. PASSAGE AVE. © BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 8+92.19, C.L. 7.01RT. PEMB. PASSAGE AVE. 1[2] END C.L. 12" WIDE SOLID WHITE UNE STA. 8+92.17, C.L. 27.00RT. PEMB. PASSAGE AVE. ® END 8" SOLID YELLOW LINE STA. 9+03.69, C.L. &35RT. PEMB. PASSAGE AVE. MARKING NOTES & LEGEND: CROSSWALK STRIPING -SEE DETAIL ON SHEET tfl. � CALTRANS TYPE IV ARROW, LEFT OR RIGHT FURNISH AND INSTALL STREET SIGN AS APPLICABLE, TO BE PAINTED PER CALTRAN PER C.O.B. STANDARD T-1. STANDARD PLAN A24A. TF 0 N z (� w w z z w J U z >- w V) 0 z J NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 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 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 957a RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. o ?-07-1C° N DIG A I JMT aCall: TOLL FREE 1-800-227-26©0 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 0 M O z ap Ld O l w U 00 w N w w X DO 0 oc a PAINT 18" WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK. O CALTRANS TYPE VI ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS ®PROPOSED PAVEMENT MARKINGS- STANDARD PLAN A24A. SEE MARKING LEGEND FOR DETAILS ; ®FURNISH AND INSTALL TRAFFIC SIGNS- CALTRANS TYPE 1 (10) ARROW TO BE PAINTED - PER CALTRANS STANDARD PLAN A24A. SEE SIGN LEGEND. N m 31 PAINT 12" WIDE WHITE CONTINUOUS Z CALTRANS TYPE VII ARROW, LEFT OR RIGHT a LINES AND/OR CROSSWALK LINES. 0 i AS APPLICABLE, TO BE PAINTED PER CALTRANS PAINT 12" WIDE BROKEN WHITE LINE STANDARD PLAN A24A. WITH 3' STRIPE PER 3' GAP. Lu Z t� PAINT 8" WIDE SOLID YELLOW LINE "STOP" MARKING PER CAL -TRANS STANDARDS CJ PAINT 4" WIDE SOLID WHITE LINE Po "SELL" MARKING PER CAL -TRANS STANDARDS PAINT 8" WIDE SOLID WHITE LINE ND "NO TRUCKS" MARKING PER CAL -TRANS STANDARDS S1 GN LECENo: AAAA YIELD LINE PER CALIFORNIA MUTCD FIGURE 3B-14(CA) � FURNISH & INSTALL TRAFFIC SIGNS PER KERN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS COUNTY DEVELOPMENT STANDARD PLATE T-4. CL ALL PERMANENT STRIPING & PAVEMENT MARKINGS "Rt -1" - STOP jr TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD "R1-2" - YIELD SPECIFICATION SECTION 84, 2010 EDITION. "R2-4" (CA) (45) - 45 ZONE AHEAD "R2-1" (25MPH) - SPEED LIMIT 25 "R3-1" - NO RIGHT TURN 'R3-7' - RIGHT LANE MUST TURN RIGHT Z it "R4-7" - KEEP RIGHT "R6 -1(R)" - ONE WAY 0 "R61-3(CA)"- THRU AND RIGHT TURN ONLY `Q "W2-6" - CIRCULAR INTERSECTION NOTICE "W3-2" - YIELD AHEAD "W11-2" - PEDESTRIAN CROSSING "WI3-1(15 MPH)" - ADVISORY SPEED LIMIT 15 "W16 -7p-- DIAGONAL DOWNWARD POINTING ARROW "R9 -3/R9 -3A" - NO PEDESTRIAN CROSSING II NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 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 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 957a RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. o ?-07-1C° N DIG A I JMT aCall: TOLL FREE 1-800-227-26©0 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 0 M O z ap Ld O l w U 00 w N w w X DO 0 O r 40( oc a U O -� N m Z 0 i Lu Z �U� _--� Po co oc ZZ CL jr �N� cnO � Z it 0 `Q II O r 40( oc a U O -� N m Z 0 i Lu Z �U� _--� Po co oc ZZ CL jr �N� cnO � Z E 0 `Q O r 40( MING AVENIJE ' — 1 I I SEE SEPERATE WALL AND LANDSCAPE PLANS PER MCINTOSH & ASSOCIATES STOPPING SIGHT DISTANCE AND SIGHT DISTANCE AT ROUNDABOUT AND APPROACHES i .SEE .SEPERATE WALL AND LANDSCAPE PLANS PER MCINTOSH & ASSOCIATES / � .01 10, 01 �•�. �• /.. r ! % SEE SEPERATE WALL AND LANDSCAPE PLANS PER MCINTOSH d ASSOCIATES SfGNT DlS7ANCE •�•'�'� `,_.•,.._,�,� TO CROSSWALK ON EXfT v \� �'♦• °` SEE SEPERATE WALL \ \ ♦•♦, 1 LANDSCAPE PLANS PER \ ♦•� �� ♦\ MCINTOSH do ASSOCIATES ♦♦ \ ssN `• ♦♦ ♦ \ r� ~iso \ \ ALF ♦. No \ \ STOPPING SIGHT DISTANCE(SSD) ON THE APPROACH ♦� \\ CSC. ♦♦� SCALE 1"=40' SCALE 1"=20' \ W z w \ Q �t W Q � W w J �5 w m a w W - / w �. Ld z \ m \ Q LLI0 '.... \ to 0-1 LLJI w LLJ _..., 4-1 w \ �\Dl=l5.48' IN D ENTERING S EAMING DISTANCE y. I =CIRCULATING EAMING DISTANCE / M D1 *7.30 X72=146.84 ----------------- HOVINGHAM DRIVE \ SECTION °b or z 71 \ { h. d 3 \ \ STANCE AT ROUNDABOUT HOVINGHAM DRIVE \ 1 STOPPING SIGHT DISTANCE ON ROUNDABOUT 0, No \ s Exp. _ HOVINGHAM DRIVE RECORD E_ A) rn 0 M M H O) 000 zwuJ , w 00 3 0 �wcfl v N JX w m C z a W r uum CL 0) v O ., CC O .� z Q V D W r= 0 c!) I.. TO j VI CO)\� LL ' O to VIII 90 � W Z J cn O a W r CL 0) v O ., CC O .� z Q V D W r= 0 c!) I.. TO j VI CO)\� LL ' O to 90 � W Z J cn O �,..� Z V � 0 I W r 0)