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1.4-7299 Ph 2
A.C. PAVING TESTING NOTES# • ; , .01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR AH 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 SPECIFICA11ONS AND THESE SPECIAL A ••'•• BINDER,PRIOR TO THE ADD17ION OF ASPHALT COMBINED SECTION(MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF • s • FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALTASPHALT 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) - r CONCRETE• • GRADED OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABI F FOR r ! r OF r r AMOUNTTHE OF r TO BE MIXED NTH THE MINERAL AGGREGATE SHALL BE DETERMINED : THE CONTRACTOR IN ACCORDANCECALIFORNIA!r 367 USING SAMPLES OF ' PROPOSED .!r•rFOR USE IN THE WORK. AMOUNT OF ASPHALT BINDER SHALL r APPROVED s • • • ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR TRAM ENGINEER'S REVIEW ANDAPPROVAL: A. A LIST OF i ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK• •r 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 MICH THE DESIGN IS BASED SHALL BE SUBMITTED NTH THE MIX DESIGN !NG NTH THE THEORE11CAL MAXIMUM DENSITY OF THE DESIGN DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION s OF r -r SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED r STAN71ALLY THE SAME AS MEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER - ALL COSTS• r WITH THE ASPHALT• " DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE PAVEMENT TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL • r PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM ! OF A PRIME COAT WILL NOT BE REQUIRED ON NON—PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, OTHER REQUIREMENTSOF SECTION39-4.01, - . r OF STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE ! AVOID TRACKING BINDER ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF ! • 1 PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. « ` r` r r i r i r r • i• r :• • :- : ' i i • #• • f ! THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CAUBRA11ED NUCLEAR ASPHALT TES11NG DEVICE IN THE FIELD, OR B. BE SUBS71TUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, Or B ABOVEUSED. IF THE FINISHED SURFACE OF -HALT CONCRETE DOES NOTSPECIFIED SURFACE TOI FRANCES, IT SHALL BE BROUGHT BY ABRASIVEA. ► rING NTH EQUIPMENT UTILIZING DIAMOND BLADES B. REMOVAL , REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE !'K SHALL BE AT THE CONTRACTOREXPENSE. ;F ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING••, NECESSARY,• ENLARGE THE GRINDINGAREA • THAT THE LONGITUDINAL LIMITS OF rING ARE AT A CONSTANT OFFSET FROM,AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE APPEARANCE. ABRASIVE • GRINDING CONFORM • e r THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED DEVELOPER'S THE FOG SEAL COAT SHALL BE .. REJUVENATING • • ASPHALTIC EMULSION DIRECTED BY THE ENGINEER. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SEC11ON 200-2.2 OF THE GREENBOOK. BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION, CONFORMING • SECTION 200-2.4 OF THE GREENBOOK WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTEDTO A MINIMUM OF OF DRY DENSITY. IMMEDIATELYPAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICA11ON SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: PRIOR .i w • PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, ! GRADING , • PLANE SHALL CONFORM TO THE FOLLOWING: ASPHALTA. WHEN • OR ASPHALT CONCRETEBASE IS TO BE PLACE ON THE POINTGRADING PLANE, THE GRADING PLANE AT ANY • MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. r SUBBASE r rrs r r •: r ' r BASE) ' ! y, • f TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT A' MORE !.04 FOOT ABOVEOR BELOW THE GRADEr BY THE ENGINEER. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHAH BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON • • OF r WAY BEFORE ► OPENED TO PUBLIC THE ! OF i' DISTANCE BETWEEN THE ENDS OF OF ADJACENT • BE - THAN 10 FEET. ADDITIONAL► i PLACED ALONG THE TRANSVERSE DROP—OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP—OFF BETWEEN ADJACENT rr iNAL 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 MEN PAVING OPERATIONS RESU"E. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. iN—PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN—PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPAC11ON IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERA11ONS SHAH NOT CONTINUE CONTRACTOR • r OF ADJUSTMENT THAT WIH BE MADEORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT: RANGE,•CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN—PLACE DENSITY A IF THE TEST RESULTS FOR ANY LOTOF iNCRETE INDICATE THAT THE RELATIVE COMPAC11ON EITHER I ESS THAN 90% OR MORE THAN 967% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED ♦ r REPLACED rr. DOES 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 OA COMPAC11ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER LOCATION ! REQUIRED DETERMINED BY THE CITY ENGINEER. NOTE: 9579 COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. • • ` CONSTRUCTIONNOTE*- 1. PRIOR TO THE START OF ANY PHASE OF RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE !,• R CITY IN PEC#NS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT r APPROPRIATE rrwOPr INSURANCESECURITY AND 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 r �` r STATING THAT THE REQUIREMENTS ♦: FORTH STANDARDS 1 SET OF BEEN MET. Utz rF VESTING TENATIVE" TRACT No, 13 ONSTRUCTION P1 ANS FOR • r J `-- -' ..y4 SiNGLE 11%,r - is FIXTURE 5800 LUMEN _T 29 AM » » / t wffmm 11 • i• LEGE (CQN 23. ANY ITEMS IN PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO NOT MEET T. r S.,- CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANI I liesm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 24. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT PER C.O.B. SM. ST -4. (UNLESS OTHERWISE NOTED) • LOCATION •` I-1 25. WITH THE r- f OF • ON rNS, STREET SIGNS 1 STREET LIGHTS Or r SCHOOL1 *R1-1" END a s SHALL / ! ! _ i !*R5-1" • r rr ! Mr DEAD END THEY SHOWN HEREIN. • * + PARKING • . NO OUTLET26. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE *R3 -5R — RIGHT TURN ONLY *WI -7* — DOUBLE ARROW i SHALL BE ,.. ALTERNATIVELY, w: ENGINEER lam.. SHALL BEMAY APPROVE: CURBING *R81(CA)" — BIKE LANE *W1-1' — CURVE ARROW BEHIND THE SIDEWALKOR OTHER METHODSTO PREVENT EROSION ONTO SIGNAL1 SIDEWALK.j CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. EXISTING CATCH BASIN LEQEND: STORM DRAIN MANHOLE r r ABB '•• jINS SEWER MANHOLE FL FLOWLINE '!.. POINT ! VERTICAL CURVE EXISTING SEWER CLEANOUT CL CENTERUNE • BEGIN ELEVATIONELEV 1 VERTICAL CURVE l- NEW STORM fir" REFER BCR BEGIN R• RETURN • POINT OF ` ! TO SEWER AND STORM DRAIN PLANS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE EXISTING STORM DRAIN LINE , BEGIN POINT OF COMPOUND r , r. EC 1 CURVE, CURB SEWER PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT m m m m m m TRACT BOUNDARY OF ! " P.O.C. POINT ON CURVE T.O.M.!r OF ! BOUNDARY i I i • PROPERTYr RIGHT—OF—WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE CURVE NUMBER FOR CURVE DESCRIPTION EX. EXISTING C/G CURB AND GUTTER F.O.C. FACE OF CURB P.A.F.L. PARKING AREA FLOW LINE ITEM OF WORK — SEE SCHEDULE r. :�: : SURVEY PER FURNISH FLOWLINE STATION — SEE TABLE @ EXISTING SURVEY MONUMENT FURNISH • C.O.B. 1 14 13• + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. L_ C=>— FURNISH & INSTALL STREET :1t PER ! STANDARDORAPPROVED DETAIL(SEE%W WHERESECT;, SHOWN cnii • • ` CONSTRUCTIONNOTE*- 1. PRIOR TO THE START OF ANY PHASE OF RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE !,• R CITY IN PEC#NS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT r APPROPRIATE rrwOPr INSURANCESECURITY AND 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 r �` r STATING THAT THE REQUIREMENTS ♦: FORTH STANDARDS 1 SET OF BEEN MET. Utz rF VESTING TENATIVE" TRACT No, 13 ONSTRUCTION P1 ANS FOR • r J `-- -' ..y4 SiNGLE 11%,r - is FIXTURE 5800 LUMEN _T 29 AM » » / t wffmm 11 .C. PAVING BASE -1~•1 r !1 CONCRETE lr •! «i` A•.1YS * It GUTTERA5' SIDEWALK RX, li'HANDIC ■A ■STAN #'i STREET NAME SIG'TRAFFIC CONTROL SIGNS ------- I'm MONUMENT ENCASEMENTS MEDIAN CURB LOCAL STREET q LENGTH (PRIVATE) LIGHT POST APPROVAL 10 DAYS PRIOR TO PAVING. LEGE (CQN 23. ANY ITEMS IN PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANI UPGRADING AS PER CITY ENGINEER. liesm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 24. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT PER C.O.B. SM. ST -4. (UNLESS OTHERWISE NOTED) LOCATION •` I-1 25. WITH THE r- f OF • ON rNS, STREET SIGNS 1 STREET LIGHTS Or r SCHOOL1 *R1-1" END SHALL / ! ! _ i !*R5-1" • r rr ! Mr DEAD END THEY SHOWN HEREIN. • * + PARKING • . NO OUTLET26. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE *R3 -5R — RIGHT TURN ONLY *WI -7* — DOUBLE ARROW i SHALL BE ,.. ALTERNATIVELY, w: ENGINEER lam.. SHALL BEMAY APPROVE: CURBING *R81(CA)" — BIKE LANE *W1-1' — CURVE ARROW BEHIND THE SIDEWALKOR OTHER METHODSTO PREVENT EROSION ONTO SIGNAL1 SIDEWALK.j CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. EXISTING CATCH BASIN LEQEND: STORM DRAIN MANHOLE r r ABB '•• jINS SEWER MANHOLE FL FLOWLINE '!.. POINT ! VERTICAL CURVE EXISTING SEWER CLEANOUT CL CENTERUNE • BEGIN ELEVATIONELEV 1 VERTICAL CURVE l- NEW STORM fir" REFER BCR BEGIN R• RETURN • POINT OF ` ! TO SEWER AND STORM DRAIN PLANS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE EXISTING STORM DRAIN LINE , BEGIN POINT OF COMPOUND r , r. EC 1 CURVE, CURB SEWER PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT m m m m m m TRACT BOUNDARY OF ! " P.O.C. POINT ON CURVE T.O.M.!r OF ! BOUNDARY i I i • PROPERTYr RIGHT—OF—WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE CURVE NUMBER FOR CURVE DESCRIPTION EX. EXISTING C/G CURB AND GUTTER F.O.C. FACE OF CURB P.A.F.L. PARKING AREA FLOW LINE ITEM OF WORK — SEE SCHEDULE r. :�: : SURVEY PER FURNISH FLOWLINE STATION — SEE TABLE @ EXISTING SURVEY MONUMENT FURNISH • C.O.B. 1 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. L_ C=>— FURNISH & INSTALL STREET :1t PER ! STANDARDORAPPROVED DETAIL(SEE%W WHERESECT;, SHOWN .C. PAVING BASE -1~•1 r !1 CONCRETE lr •! «i` A•.1YS * It GUTTERA5' SIDEWALK RX, li'HANDIC ■A ■STAN #'i STREET NAME SIG'TRAFFIC CONTROL SIGNS ------- I'm MONUMENT ENCASEMENTS MEDIAN CURB LOCAL STREET q LENGTH (PRIVATE) LIGHT POST FIXTURE AI I I i s LIGHT POST FIXTURE NOTE: 5800 LUMEN STREET LIGHTS SHALL B IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. 30" ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-18 i 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. APPROVED BY: NICOLAS FIDLER� PUBLIC WORKS DIRECTOR 61069 r REVIEWED BY: ASSISTANT PUBLIC A w ENEF REVIEWED BY: / `^"`"' �f1�'-- 5//9/17 TRAFFIC ENGINEER BASIS OF BEARINGTHE OF *02'20" ! !■ THE EAST .IGHT BASE LINE SECTION 10, T. ! S.t R. s SHOWN ON RECORD ! ! PAGE # WAS THE BASIS OF BEARING !HEREON. • " SLABSEE C.O.B. BENCHMARK USED!* STD !' OF !MONUMENT INTERSECTIONr ALLEN 'M ANCHOR., ALSO BEIN BOLTS a • (NAVD 88 DATUM) (4) A" x 18" x 3" z ANCHOR BOLTS ANCHOR LAYOUT 111. W11111 .,.. 1. TITLE SHEET 2. PEMBERLEY PASSAGE AVENUE ' f4 TO +0 C. 3. PEMBERLEY PASSAGE AVENUE STA. 118+50.00, TO F i • 4. HIGHGATE GREENS DRIVE STA. + S Know what'sbelow, Cal before • ! 1 e a AI I I i s i I i i ii TE OT PAPAR� )BLVD. OFFSITE PLANS mm m GATE DETAIL PER SEPARATE PLAN v J • OMOM1 vow U 1\1 IT 16 1 B.V.C-P.A.F.L. I STA. 16+62.24 C.L. 25.00 LT. = 1 STA. 18+24.99 FIL. "?"EMBERLEY (PRIVATE STREET) (STA. 10+00.00 C.L. TO !, SCALE: 40' 0HORIZONTAL •!1. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 281.03' 144.33' 32"12'13" C2 500.00' 433.09' 231.19' 49'3744! C3 525.00' 15.44' 7.72' 1'41'08" C4 50.00' 16.47' 8.31' 18'52'42" C5 32.00' 24.50' 12.88' 43'51'46" C6 50.00' 16.47' 8.31' 18'5242" C7 525.00' 158.37' 79.79' 1717'03" C8 10.00' 9.12' 4.91' 5216'06" C9 10.00' 9.43' 5.10' 54'00'06" C10 525.00' 65.13' 32.61' 7'06'28" C11 533.00' 50.00' 25.02' 5'2228" C12 10.00' 9.27' 5.00' 53'07'48" C13 475.00' 271.79' 139.73' 32'47'02" C14 467.00' 251.35' 128.80' 30'50'14" C15 525.00' 293.11' 150.48' 31'59'17" C16 533.00' 265.33' 135.47' 28'31'18" C17 10.00' 9.43' 5.10' 54'00'06" C18 10.00' -F 9.12' 4.91' 5216'06" `, 36' HIGH BLOCK WALL e PER SEPARATE PLANS .nl n` 26' WADE PRIVATE ACCESS/DRIVEWAY EASEMENT DEDICATED WITH FINAL MAP. DRIVEWAY N. 17+52.1 F.O.C. 71 beforeKnow what's below, Cal I t m m w md m 11. im -- ---- ---- ' TABLE (CONT"D) TABLE -- PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. P.R.C. STA. 14+32.97, 28.WT. STA. 15+94.26, F.O.C. 355.79' ® P.C.C. STA. 14+40.62, 33.00LT. STA. 16+03.69, F.O.C. 355.85' i E.C. STA. 14+87.52, 33.00LT. STA. 16+53.6F.O.C.' 9, F. 0 355.7 ® B.C. 50 00' STA. 17+74.09, F.S.C. 355.43' ® P.R.C. STA. 16+15.93, 29.00LT. STA. 17+83.37, F.O.C. 355.33' 6 P.R.C. STA. 16+46.93, 29.00LT �a- 355.25' 0 E.C. STA. 16+54.93, 33.00LT. �• 355.31' ® B.V.C. STA. 16+62.24, 33.00LT. L� i } I .■ 9[9 ��, , � �I I II U�. STA. 18+58.50, F.O.C. 355.73' no ��IR=i 25 STA. 18+83.50, F.O.C. 354.95' Ui M Ili M I STA. 14+18.68, F.O.C. 355:85' RT. CURVEd +) 0 STA. 14+25.33, 33.00RT. STA. 14+27.79, F.O.C. Ca c6 in M ! III � 111111 STA. 14+85.87, F.O.C. VERT. CURVE Ui M STA. 16+62.24, 33.00RT STA. 16+60.59, F.Q.C. 355.29' W B.C. STA. 16+77.14, 33.00RT. i� .�fai 355.26' P.R.C. STA. 16+85.16, 28.98RT STA. 16+84.79, F.O.C. c� co P.R.C. `R iv STA. 17+18.07, F.O.C. 354.86' ® E.C. STA, 17+22.19, 33.00RT STA. 17+27.48, F.O.C. 354.86' IIIIIIIIII • '. ,; it' a "a t tt 2910'22 w � W LA-► Ed ...1 w J LAJ w J w w w�- ,��,' o 16 n U* cc u`�i cn M M r d J tti q -i 00 LL_ M U_ h LL. N h � Lq t J > >; >: } � cci .- `` a , LL: CN . LA_ to � N0) ! • � ate, CIc ® U `'' °Uv`- w Q w � `� . � `.' w m � ` L"• ' I '°'► C>CD + }' wto ®'- I `� 5c,9� 59 tra r 04 m¢ c3 1. Uc W_ `, v¢ :`2 �, V ,e� t � a_ d- - chit ai W co" � ern,'} cis" .. M cis" + J. t V .- v + N r; w a'- vi ca „� <t �' oa Z a Q. t-? LJ cn m v~i ca ate'. u~i ate'. cn �? n- �- ®c' -n "' EXIS4,ZJJ-- TING OUND ;�' c PROPOSED FLOWU E m .- ee .,z + V_ ! 4 Q '+` �- m+ a -- ' of °° �- Uj a as ¢ PROPOSED OND Lai m �' a .� o Z .� Z Q v > ¢ �' �, > > . �- S=-0.25% EXISTING NORTH FLO NE S -0.25 -`-' -" -' - `-` ' - --- -- -- - -- - -- _ - S--0.30% ' S= -o.5% - P OPOSED N TH FLOWLINE S,_1.09.% PROPOSED SOU FLOWLINE beforeKnow what's below, Cal I t m m w md m 11. im -- ---- ---- ' TABLE (CONT"D) TABLE -- PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. P.R.C. STA. 14+32.97, 28.WT. STA. 15+94.26, F.O.C. 355.79' ® P.C.C. STA. 14+40.62, 33.00LT. STA. 16+03.69, F.O.C. 355.85' i E.C. STA. 14+87.52, 33.00LT. STA. 16+53.6F.O.C.' 9, F. 0 355.7 ® B.C. 50 00' STA. 17+74.09, F.S.C. 355.43' ® P.R.C. STA. 16+15.93, 29.00LT. STA. 17+83.37, F.O.C. 355.33' 6 P.R.C. STA. 16+46.93, 29.00LT �a- 355.25' 0 E.C. STA. 16+54.93, 33.00LT. �• 355.31' ® B.V.C. STA. 16+62.24, 33.00LT. L� i } I .■ 9[9 ��, , � �I I II U�. STA. 18+58.50, F.O.C. 355.73' no ��IR=i 25 STA. 18+83.50, F.O.C. 354.95' 11 P.R.G. I STA. 14+18.68, F.O.C. 355:85' RT. CURVEd P.R.C. STA. 14+25.33, 33.00RT. STA. 14+27.79, F.O.C. Ca c6 in M ! III � 111111 STA. 14+85.87, F.O.C. 1. � +n "' Ui M STA. 16+62.24, 33.00RT STA. 16+60.59, F.Q.C. 355.29' Ui B.C. STA. 16+77.14, 33.00RT. i� .�fai 355.26' P.R.C. STA. 16+85.16, 28.98RT STA. 16+84.79, F.O.C. 355.13' co P.R.C. `R iv STA. 17+18.07, F.O.C. 354.86' ® E.C. STA, 17+22.19, 33.00RT STA. 17+27.48, F.O.C. 354.86' IIIIIIIIII • '. ,; it' a "a t tt 2910'22 Wto 1 CONSTRUCT V " .. a CONSTRUCTDETACHED STANDARD TYPE SIDEWALK•C.O.B.1 INSTALL STREET PER C.O•rSTANDARD' CONSTRUCT • i i. RAMP a . a # CALTRANS 1 REVISED STANDARD i a• ! y • ". A88A-CASE s DETAIL • ON 4 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND • REVEAL PER DETAIL Y ON PARKING AREA ! DETAIL ON INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT !T CONSTRUCTED • ! ! i OF ADJACENT CONSTRUCT364 ! DETAIL CONSTRUCTTYPICALSTREET BULGESEEDETAIL! 362N SHEET 4. CONSTRUCT TYPE W-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. 60 DEMOLISH TURNAROUND IF CONSTRUCTED 358 356 354 352 11+00 12+00 13+00 14+0 15+00 (STA® 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL F.O.C. STATIONING TABLE -- PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. P.R.C. STA. 14+32.97, 28.WT. STA. 15+94.26, F.O.C. 355.79' ® P.C.C. STA. 14+40.62, 33.00LT. STA. 16+03.69, F.O.C. 355.85' ���� E.C. STA. 14+87.52, 33.00LT. STA. 16+53.6F.O.C.' 9, F. 0 355.7 ® B.C. 50 00' STA. 17+74.09, F.S.C. 355.43' ® P.R.C. STA. 16+15.93, 29.00LT. STA. 17+83.37, F.O.C. 355.33' 6 P.R.C. STA. 16+46.93, 29.00LT �a- 355.25' 0 E.C. STA. 16+54.93, 33.00LT. �• 355.31' ® B.V.C. STA. 16+62.24, 33.00LT. � 355.29' 9[9 P.I.V.C./B.C. STA. 16+87.24, 33.00LT. STA. 18+58.50, F.O.C. 355.73' no E.V.C. STA. 17+13.56, 33.00LT. STA. 18+83.50, F.O.C. 354.95' 11 P.R.G. I STA. 14+18.68, F.O.C. 355:85' RT. CURVEd P.R.C. STA. 14+25.33, 33.00RT. STA. 14+27.79, F.O.C. Ca c6 in M 1 STA. 14+87.52, 33.00RT. STA. 14+85.87, F.O.C. 1. � +n "' Ui M STA. 16+62.24, 33.00RT STA. 16+60.59, F.Q.C. 355.29' Ui B.C. STA. 16+77.14, 33.00RT. i� .�fai 355.26' P.R.C. STA. 16+85.16, 28.98RT STA. 16+84.79, F.O.C. 355.13' co P.R.C. `R iv STA. 17+18.07, F.O.C. 354.86' ® E.C. STA, 17+22.19, 33.00RT STA. 17+27.48, F.O.C. 354.86' IIIIIIIIII • '. ,; it' a "a �Lv Wto W �? ,��,' OwlW � Lq civ m ix cd � cci .- `` a , LL: CN . LA_ to � N0) ! • � ate, CIc ® U `'' w Q w � `� . � `.' w m � ' I C>CD + }' wto ®'- v 5c,9� 59 Q- + m¢ Jr- _ a.to !• _ < a_ d- + �, V .-. + J. t V .- v + N r; w a'- vi ca d= a- Z �' oa Z a t-? LJ cn m v~i ca ate'. u~i ate'. cn �? n- �- ®c' -n "' EXIS4,ZJJ-- TING OUND ;�' c m .- m .- ee _! as ¢ PROPOSED OND S=-0.25% EXISTIN SOUTH FLOWLINE S--0.30% ' S= -o.5% - PROPOSED SOU FLOWLINE s-=--1.0ox 11+00 12+00 13+00 14+0 15+00 (STA® 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL F.O.C. STATIONING TABLE -- PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. P.R.C. STA. 14+32.97, 28.WT. STA. 15+94.26, F.O.C. 355.79' ® P.C.C. STA. 14+40.62, 33.00LT. STA. 16+03.69, F.O.C. 355.85' ® E.C. STA. 14+87.52, 33.00LT. STA. 16+53.6F.O.C.' 9, F. 0 355.7 ® B.C. STA. 16+07.93, 33.00LT STA. 17+74.09, F.S.C. 355.43' ® P.R.C. STA. 16+15.93, 29.00LT. STA. 17+83.37, F.O.C. 355.33' 6 P.R.C. STA. 16+46.93, 29.00LT STA. 18+16.91, F.Q.C. 355.25' 0 E.C. STA. 16+54.93, 33.00LT. STA. 18+26.18, F.O.C. 355.31' ® B.V.C. STA. 16+62.24, 33.00LT. STA. 18+33.50, F.O.C. 355.29' 9[9 P.I.V.C./B.C. STA. 16+87.24, 33.00LT. STA. 18+58.50, F.O.C. 355.73' no E.V.C. STA. 17+13.56, 33.00LT. STA. 18+83.50, F.O.C. 354.95' 11 P.R.G. STA. 14+16.95, 29.07RT STA. 14+18.68, F.O.C. 355:85' 2 P.R.C. STA. 14+25.33, 33.00RT. STA. 14+27.79, F.O.C. 355.90 11 It III MADE BREAK/E.C. STA. 14+87.52, 33.00RT. STA. 14+85.87, F.O.C. 355.73' B.V.C. STA. 16+62.24, 33.00RT STA. 16+60.59, F.Q.C. 355.29' 5 B.C. STA. 16+77.14, 33.00RT. STA. 16+75.50, F.O.C. 355.26' P.R.C. STA. 16+85.16, 28.98RT STA. 16+84.79, F.O.C. 355.13' P.R.C. STA. 17+14.54, 2&94RT. STA. 17+18.07, F.O.C. 354.86' ® E.C. STA, 17+22.19, 33.00RT STA. 17+27.48, F.O.C. 354.86' ON W&I m 354 mm 350 18+00 ' 19+00 : LEQENQ(QQN. 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE 1 FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S£cT�N LETTEit _2 WHINESHIEET SECTION IS SHOWN blQw w a sv 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERWISE. LEMID: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB P.A.F.L. PARKING AREA FLOW LINE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. <>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE PER DETAIL "1" ON SHEET 1. -c>_SM EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGEND R1-1 (CONT. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -- 0 "R1-1' - STOP 'W3-3' - SIGNAL AHEAD 'R1-2" - YIELD 'W11-2' - PEDESTRIAN CROSSING '1116-1' - ONE WAY-W31(CA)" - END 'R5-1' - DO NOT ENTER 'W14-1' - DEAD END it is . t • . 10+99.28, t •. "R3 -5R - RIGHT TURN ONLY 'W16 -7P' - ARROW •. i 7 • t STA. 12+93.84, 7.04RT. 'R81(CA)' - BIKE LANE "Wt -i" - CURVE ARROW mills I' 0 STORM DRAIN MANHOLE - BEGIN 6" CURB STA. 11+15.30, 6.49RT. CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® BEGIN 6* CURB C.Q.B. STD. D-14 WITHOUT ININGS, UNLESS NOTED OTHERWISE. • S SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. tip ■ ■ ■ ■ �� ■ ■ ® TRACT BOUNDARY ® ® t. i 12+06.49, },1'i' PARKING AREA - SEE CONSTRUCTION NOTE 6. ' i ' • S } } IT.I 11 It III • f' IIIIIIIIII • '. ,; it' ON W&I m 354 mm 350 18+00 ' 19+00 : LEQENQ(QQN. 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE 1 FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S£cT�N LETTEit _2 WHINESHIEET SECTION IS SHOWN blQw w a sv 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERWISE. LEMID: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB P.A.F.L. PARKING AREA FLOW LINE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. <>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE PER DETAIL "1" ON SHEET 1. -c>_SM EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGEND R1-1 (CONT. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -- 0 "R1-1' - STOP 'W3-3' - SIGNAL AHEAD 'R1-2" - YIELD 'W11-2' - PEDESTRIAN CROSSING '1116-1' - ONE WAY-W31(CA)" - END 'R5-1' - DO NOT ENTER 'W14-1' - DEAD END 'R26(CA)' - NO PARKING ANYTIME "W14-2' - NO OUTLET "R3 -5R - RIGHT TURN ONLY 'W16 -7P' - ARROW 'R4-7' - KEEP RIGHT 'W2-6' - ROUNDABOUT AHEAD STA. 12+93.84, 7.04RT. 'R81(CA)' - BIKE LANE "Wt -i" - CURVE ARROW mills I' 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.Q.B. STD. D-14 WITHOUT ININGS, UNLESS NOTED OTHERWISE. • S SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. tip ■ ■ ■ ■ �� ■ ■ ® TRACT BOUNDARY ® ® t. i CONSTRUCTION LIMITS PARKING AREA - SEE CONSTRUCTION NOTE 6. ON W&I m 354 mm 350 18+00 ' 19+00 : LEQENQ(QQN. 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE 1 FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S£cT�N LETTEit _2 WHINESHIEET SECTION IS SHOWN blQw w a sv 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERWISE. LEMID: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB P.A.F.L. PARKING AREA FLOW LINE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. <>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE PER DETAIL "1" ON SHEET 1. -c>_SM EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGEND R1-1 (CONT. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -- 0 "R1-1' - STOP 'W3-3' - SIGNAL AHEAD 'R1-2" - YIELD 'W11-2' - PEDESTRIAN CROSSING '1116-1' - ONE WAY-W31(CA)" - END 'R5-1' - DO NOT ENTER 'W14-1' - DEAD END 'R26(CA)' - NO PARKING ANYTIME "W14-2' - NO OUTLET "R3 -5R - RIGHT TURN ONLY 'W16 -7P' - ARROW 'R4-7' - KEEP RIGHT 'W2-6' - ROUNDABOUT AHEAD 'R81(CA)' - BIKE LANE "Wt -i" - CURVE ARROW -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.Q.B. STD. D-14 WITHOUT ININGS, UNLESS NOTED OTHERWISE. • S SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. tip ■ ■ ■ ■ �� ■ ■ ® TRACT BOUNDARY ® ® t. ■■■ ® UNIT BOUNDARY CONSTRUCTION LIMITS PARKING AREA - SEE CONSTRUCTION NOTE 6. IIIIIIIIII Gl a LU N a 7-00z � •�\7 26' WIDE PRIVATE ACCESS/DRIVEWAY EASEMENTS DEDICATED WITH FiNAL MAP. ^) d"t I C3 V o Q 7+ 00 ® Z�+ i STRUCTURAL \ \ ,'® I °i SETBACK UNE \ ®'sM t PROPOSED ► it i v i PUBILIC SEWER ■mo1. • OVER PRIVATE . 11( • LINE i BE DEDICATED SEWERINCASE THE i BECOMES PUBUC IN THE FUTURE W7 360 358 356 354 352 350 348 ftX bt-FAKA IN PLAN5. \ �lZz luzs�i / rl"as 14 ML L I -�- T i T (PRIVATE STREET) (STA.18+50.00 i SCALE: 40' HORIZONTAL 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 i •1-1 ! ! , ,) I ... 1- �i ����i��i1� � i ii mmttom/ z i . .'•..♦I■ ./.♦. III •�` CL it DRAIN - REFER TO SEWER & STORMDRAIN PLANS 0 CN Lli iI 0 C.O.B.1 ! NOTED OTHERWISE. ,. CONSTRUCT TYPE CATCH BASIN NTH OPENING • C.O.B.! t'-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. t' G i ii • ' TRACT, rii UNIT BOUNDARY CONSTRUCTION • ®®® z , IIIDrGm�iu�iii ' 0 STA.i M �� ti /1 i W CC d o �JF i N r� `_j w m i to iit to �a i ii •� " + i �,i • 257.13 9 i '4 C4 U c; to ® m � 00 + ® � � WLO w m r us STING GROUND w W m z M a M f n+ SUNG GROUND OWLINE LZ 2"' �M �.,_ Q �M "' pp 00 °! z 4 v�C� w z d= 'Crime m �I 1 z mM PROPOSED OWLINE �+ •%' -° cn4 u; Ui Uj N Ci w 0 m Cv . NN 4. _ W � Z � 04 cn q Ci N CO z ca Iw W U) w ci nj" I � cin w o- c� Z cq c i N S=--1,00% I ci j o t3 a= 2 .d �•{ E b/ S•=--1.09% w m u cn z I m s-a.l1% PROPOS D SOUTH R OWUNE ``-- S=1.02% in S=O. 5X PROI IOSED NOR ._ EXISTING- SOUTH \M 21 BASIN N 11-- STA 19+92.75, 25. PR SED SOU FLOWUNE I S=0.57% =a.57�mom= - _ _ __ _ ' OWUNE NE_ I ♦L. STA 20+04.95, .L.77: S=-O-25%FLO --- F- 11.1 -N "AL F.L. .=351.36 ST 25+49.18, C.L. 25.0 2 . WF _ DEP ESSED F.L. LEV.=351.1 . 343.46 IIS V. 18 W EXISTING TH , N MAL F.L..- KL PROPOSED NOR1H FLOWLiNE V) JCH BASSIN 0. 12 FL NE __ __� _ _---- - -- ---- ---- DE SSED F.L. E . 345.55 I ELEV.; 349. V. 18 W :z8' Z _ SlA. 25+09. , C.L. 25.00.T. N MAL F.L. V.=350.10 _ SSED F.I.ELEV♦=34 93' 341.80' NV. 18" S z z 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 p 19+00 20+00 +00 22+00 2+0 2+00 (STA. 18+50.00C.L. TO 27+03.13 C.L.) SCALE. 1» = 40 HORIZONTAL 1 = 4' VERTICAL i •1-1 ! ! , ,) I ... 1- �i ����i��i1� � i ii mmttom/ z i . .'•..♦I■ ./.♦. III •�` CL it DRAIN - REFER TO SEWER & STORMDRAIN PLANS 0 SEWER & STORMDRAIN PLANS •ir� iI 0 C.O.B.1 ! NOTED OTHERWISE. ,. CONSTRUCT TYPE CATCH BASIN NTH OPENING • C.O.B.! t'-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. t' G i ii • ' TRACT, rii UNIT BOUNDARY CONSTRUCTION • ®®® , IIIDrGm�iu�iii ' 0 STA.i �� ti /1 i W CC d o N T�� m i iit • , i ii •� " + i �,i • i 257.13 c; to ® m � 00 + ® � � WLO w m r us STING GROUND W Z 0 OWLINE °! z d= 'Crime m �I z + mM �+ cn4 q Ci N CO z ca Iw W U) w ci nj" I � cin w o- c� Z cq c i N S=--1,00% I ci j o t3 a= .d w m u cn s-a.l1% PROPOS D SOUTH R OWUNE ``-- S=1.02% S=O. 5X ._ EXISTING- SOUTH \M 21 BASIN N 11-- STA 19+92.75, 25. PR SED SOU FLOWUNE _ _ __ _ ' OWUNE ♦L. STA 20+04.95, .L.77: --- F- 11.1 -N "AL F.L. .=351.36 ST 25+49.18, C.L. 25.0 2 . WF _ DEP ESSED F.L. LEV.=351.1 . 343.46 IIS V. 18 W , N MAL F.L..- KL N � h - V) . 343.46' 1 . 18" NE __ __� _ _---- - -- ---- ---- DE SSED F.L. E . 345.55 I ELEV.; 349. V. 18 W :z8' Z _ 19+00 20+00 +00 22+00 2+0 2+00 (STA. 18+50.00C.L. TO 27+03.13 C.L.) SCALE. 1» = 40 HORIZONTAL 1 = 4' VERTICAL F.O.C. STATONING TABLE -PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. ® P.R.C. STA. 19+56.34, 33.00LT. STA. 21+09.84, F.O.C. 352.43' 22 P.R.C. STA. 19+64.73, 29.07LT. STA. 21+18.95, F.O.C. 352.27' ® P.R.C. STA. 21+24.53, 29.01LT. STA. 22+73.51, F.O.C. 351.66' Q E.C. STA. 21+32.53, 33.00LT. STA. 22+82.77, F.O.C. 351.72' 5 B.C. STA. 23+77.89, 33.00LT. STA. 25+28.13, F.O.C. 351,11' P.C.C. STA. 24+87.27, 33.00LT. STA. 26+44.59, F.O.C. 350.2 P.R.C. STA. 24+94.92, 2&94LT. STA. 26+54.01, F.O.C. 350♦72' 8 P.R.C. STA. 25+24.21, 28.96LT. STA. 26+87.29, F.O.C. 350.77' E.C. STA, 25+32.14, 33.OOLT. STA. 26+96.60, F.O.C. 350.90' END CONSTRUCTION STA. 27+03.13, 33.00LT. STA. 28+67.59, F.Q.C. 351.88' i •1-1 ! ! , ,) I ... 1- �i ����i��i1� � i ii mmttom/ z i . .'•..♦I■ ./.♦. III •�` CL it DRAIN - REFER TO SEWER & STORMDRAIN PLANS 0 SEWER & STORMDRAIN PLANS •ir� iI 0 C.O.B.1 ! NOTED OTHERWISE. ,. CONSTRUCT TYPE CATCH BASIN NTH OPENING • C.O.B.! t'-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. t' G i ii • ' TRACT, rii UNIT BOUNDARY CONSTRUCTION • ®®® , * s ri I , F.O.C. ff � i �i r ; • • i i ; ;• 21+45J13, i i1 i1 .F.O.C. 33.OORT. f ,: i i 1j •�STAi i! � i •1-1 ! ! , ,) I ... 1- �i ����i��i1� � i ii mmttom/ z i . .'•..♦I■ ./.♦. III •�` CL it DRAIN - REFER TO SEWER & STORMDRAIN PLANS 0 • ,iiit. SEWER & STORMDRAIN PLANS •ir� iI 0 C.O.B.1 ! NOTED OTHERWISE. ,. CONSTRUCT TYPE CATCH BASIN NTH OPENING • C.O.B.! t'-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. t' G i ii • ' TRACT, rii UNIT BOUNDARY CONSTRUCTION PARKING •• • 4 ii • fi 0 , i 19+96.85,ii' ' •: • ,' ti P.C.C.-6 rr20+93.28,1i` r• ', rr •. i !i' CURB , i1' P.R.C.-6" ,B GRADE r •`�. i• • •i .! ' ~B 25+25.68,ii' GRADE BREAK -6* CURB STA. 25+49.18, 5.00RT. END 6" CURB/IMATCH EXIST. STA. 27+03.13, 5.00RT. 27+03.13, CURB/MATCH CURVE C1 C2 C3 � IT I C4 r C6 C7 C8 C9 C> C10 N U C11 LL: ci LL: cr V -:N C12 LO e) -z v zw�++ C13 N 0�C4� C14 C3 �, c id- cn �"n C15 C16 C17 " 10 . EXISTING R/W C18 C19 40 ,�?,gg EXISTING CURB & GUTTER C20 .� C21 EXISTING MEDIAN CURB s C22 39 -� C23 b y C24 20 `" C25 �.. .� C26 EXISTING 6' CURB C27 x C> EXISTING R/W C28 N C29 Z 10 C"i C30 �Z�M C31 vN C32 w Inn cin C33 LEGEND: C34 AffiREMAMONS C35 FL FLOWLINE POVC POINT ON VERTICAL CURVE C36 CL CENTERLINE BVC BEGiN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE C37 BCR BEGIN CURB RETURN PI POiNT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE C38 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE C39 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT C40 OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY C41 PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C42 F.O.C. FACE OF CURB P.A.F.L. PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 3. ALL CATCH BASINS TO BE TYPE ,'WITH OPENINGS PER ! /OTHERWISE. •1-1 FURNISH & INSTALL TRAFFIC SIGNS .E. C.O.B. T -19- i , ,) I ... • - YIELD PEDESTRIAN CROSSING ii • NOT DEAD END z i . • i .'•..♦I■ ./.♦. KEEPRIGHT - ROUNDABOUT AHEAD -: CURVE ARROW CL it DRAIN - REFER TO SEWER & STORMDRAIN PLANS 0 STORM DRREFER AIN MANHOLE - • ,iiit. SEWER & STORMDRAIN PLANS •ir� iI 0 C.O.B.1 ! NOTED OTHERWISE. ,. CONSTRUCT TYPE CATCH BASIN NTH OPENING • C.O.B.! t'-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SEWER - REFER TO SEWER STORM DRAIN PLANS G i ii • ' TRACT, rii UNIT BOUNDARY CONSTRUCTION PARKING •• • 4 ii • fi 0 IIIDrGm�iu�iii ' 0 STA.i �� ti /1 i W CC d o N T�� CURVE C1 C2 C3 � IT I C4 r C6 C7 C8 C9 C> C10 N U C11 LL: ci LL: cr V -:N C12 LO e) -z v zw�++ C13 N 0�C4� C14 C3 �, c id- cn �"n C15 C16 C17 " 10 . EXISTING R/W C18 C19 40 ,�?,gg EXISTING CURB & GUTTER C20 .� C21 EXISTING MEDIAN CURB s C22 39 -� C23 b y C24 20 `" C25 �.. .� C26 EXISTING 6' CURB C27 x C> EXISTING R/W C28 N C29 Z 10 C"i C30 �Z�M C31 vN C32 w Inn cin C33 LEGEND: C34 AffiREMAMONS C35 FL FLOWLINE POVC POINT ON VERTICAL CURVE C36 CL CENTERLINE BVC BEGiN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE C37 BCR BEGIN CURB RETURN PI POiNT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE C38 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE C39 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT C40 OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY C41 PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C42 F.O.C. FACE OF CURB P.A.F.L. PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. DELTA 40'58'22" 8'39'23 16.36'15 28'31'18" 52'21'52" 5216'06" 31'59'17" 1 "29'48" 84'40'26" 84'56'18' 1 °46'17" 5216'08" 54'02'26" 16'36'15' 16'36'15" 53'07'48" 53'07'48" 32'47'02" 30*50'14' 52'09'47 54'06'35" 1'48'34" 96'22'46" 96'22'46" 1'4834" 0'28'03" 53'32'32" 53'04'29" 1217'17" 13.59'21" 53"59'07" 5217'04" 52'25'24" 53'25'55" 1'36'23" 29'10'22" 2910'22" 10'25'19' 10`25'19" 1'40'08' 3'06'02" 3'06'02' @ EXISTING SURVEY MONUMENT EN12 WONT.): + FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. 01 CURVE NUMBER FOR CURD DESCRIPTION + FURNISH & INSTALL METRO STREET Siad PER C.O.B. STD. T-1. Q ITEM OF WORK - SEE SCHEDULE FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED' ® FLOWUNE STATION - SEE TABLE TYPE PER DETAIL "1" ON SHEET 1. NOTE: EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. ST -4 (UNLESS OTHERWISE NOTED) ALL TEMPORARY STRIPING SHALL BE N(I-THERM{N'LARM 362 360 358 356 354 352 350 348 -1- 346 27+00 27+50 SECTION DESIGNATION: SEC7I0I LETTER 2 SHEET MERE SECTO IS SH 1. SEE SEWER AND STORM DRAiN PLANS FOR STORM DRAIN PLANS AND DETAILS. Know what's below, Z. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE SIJ A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. Call before you dig. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. !1. i1 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT DETACHED STANDARD II i SIDEWALK • r C.O.B. II 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL W ON SHEET 4. CONSTRUCT 6" CONCRETE CURBWITH 12" TOTAL CURB i i K ` 6" REVEAL 1 PARKING A `• x i :•" THICK CONCRETE- SEE, ----DETAIL ON x INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT ADJACENT x 7 CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE• OF ADJACENT • x CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE DETAIL , ON SHEET 4. CONSTRUCT i C.O.B. D DEMOLISH EXISTING r TURNAROUND CONSTRUCTED v) 0 V) H rn O Z op Z L_ I < J W U ao W til CO N._.► V) W d GC1 3. ALL CATCH BASINS TO BE TYPE ,'WITH OPENINGS PER ! /OTHERWISE. •1-1 FURNISH & INSTALL TRAFFIC SIGNS .E. C.O.B. T -19- 'R1-1 i• *W3 -Y - SIGNAL AHEAD • - YIELD PEDESTRIAN CROSSING ': ONE END ii • NOT DEAD END z i . • i i, KEEPRIGHT - ROUNDABOUT AHEAD -: CURVE ARROW CL it DRAIN - REFER TO SEWER & STORMDRAIN PLANS 0 STORM DRREFER AIN MANHOLE - Z SEWER & STORMDRAIN PLANS ..ter CONSTRUCT r • . • :OPENING 0 C.O.B.1 ! NOTED OTHERWISE. ,. CONSTRUCT TYPE CATCH BASIN NTH OPENING • C.O.B.! t'-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. S SEWER - REFER TO SEWER STORM DRAIN PLANS G i ii • SEWER CLEANOUTTO SEWER & STORM DRAIN PLANS. TRACT, rii UNIT BOUNDARY CONSTRUCTION PARKING •• • 4 ii • fi 0 0 o. ti /1 i W CC d o N T�� m i iit • , i ii •� " + i �,i • i 257.13 DELTA 40'58'22" 8'39'23 16.36'15 28'31'18" 52'21'52" 5216'06" 31'59'17" 1 "29'48" 84'40'26" 84'56'18' 1 °46'17" 5216'08" 54'02'26" 16'36'15' 16'36'15" 53'07'48" 53'07'48" 32'47'02" 30*50'14' 52'09'47 54'06'35" 1'48'34" 96'22'46" 96'22'46" 1'4834" 0'28'03" 53'32'32" 53'04'29" 1217'17" 13.59'21" 53"59'07" 5217'04" 52'25'24" 53'25'55" 1'36'23" 29'10'22" 2910'22" 10'25'19' 10`25'19" 1'40'08' 3'06'02" 3'06'02' @ EXISTING SURVEY MONUMENT EN12 WONT.): + FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. 01 CURVE NUMBER FOR CURD DESCRIPTION + FURNISH & INSTALL METRO STREET Siad PER C.O.B. STD. T-1. Q ITEM OF WORK - SEE SCHEDULE FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED' ® FLOWUNE STATION - SEE TABLE TYPE PER DETAIL "1" ON SHEET 1. NOTE: EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. ST -4 (UNLESS OTHERWISE NOTED) ALL TEMPORARY STRIPING SHALL BE N(I-THERM{N'LARM 362 360 358 356 354 352 350 348 -1- 346 27+00 27+50 SECTION DESIGNATION: SEC7I0I LETTER 2 SHEET MERE SECTO IS SH 1. SEE SEWER AND STORM DRAiN PLANS FOR STORM DRAIN PLANS AND DETAILS. Know what's below, Z. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE SIJ A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. Call before you dig. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. !1. i1 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT DETACHED STANDARD II i SIDEWALK • r C.O.B. II 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL W ON SHEET 4. CONSTRUCT 6" CONCRETE CURBWITH 12" TOTAL CURB i i K ` 6" REVEAL 1 PARKING A `• x i :•" THICK CONCRETE- SEE, ----DETAIL ON x INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT ADJACENT x 7 CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE• OF ADJACENT • x CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE DETAIL , ON SHEET 4. CONSTRUCT i C.O.B. D DEMOLISH EXISTING r TURNAROUND CONSTRUCTED v) 0 V) H rn O Z op Z L_ I < J W U ao W til CO N._.► V) W d GC1 1.4-7299 Ph 2 CITY RECORDS NO. - 0-78 iii 3. ALL CATCH BASINS TO BE TYPE ,'WITH OPENINGS PER ! /OTHERWISE. •1-1 FURNISH & INSTALL TRAFFIC SIGNS .E. C.O.B. T -19- 'R1-1 i• *W3 -Y - SIGNAL AHEAD • - YIELD PEDESTRIAN CROSSING ': ONE END • NOT DEAD END z • NO PARKING NO OUTLET r r ONLY ♦ • ARROW • • • RIGHT KEEPRIGHT - ROUNDABOUT AHEAD -: CURVE ARROW CL it DRAIN - REFER TO SEWER & STORMDRAIN PLANS 0 STORM DRREFER AIN MANHOLE - Z SEWER & STORMDRAIN PLANS ..ter CONSTRUCT r • . • :OPENING 0 C.O.B.1 ! NOTED OTHERWISE. ,. CONSTRUCT TYPE CATCH BASIN NTH OPENING • C.O.B.! t'-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. S SEWER - REFER TO SEWER STORM DRAIN PLANS G SEWERMANHOLE . • SEWER i • DRAIN © SEWER CLEANOUTTO SEWER & STORM DRAIN PLANS. TRACT, rii UNIT BOUNDARY CONSTRUCTION PARKING •• • 1.4-7299 Ph 2 CITY RECORDS NO. - 0-78 iii z CL O Z 0 C) v 0 o. W W CC d o N T�� m d @IIIIIIIII z CL O Z 0 C) v 0 o. W W CC d o N T�� m d ! BEGIN CONSTRUCTION/ B.C.-MATCH EXISTING STA. 11+38.15 C.L. 16. STA. 11+32.39 F.L. T R.,/ -N �� \A O 0 a �/ 14+ v%_ IT-i I PA 364 362 360 358 356 354 352 350 348 ZAC y�PJ` � UIN] F i► • r • .• ., cn *« OF WALK FUTURE CURB & GUTTER .14 DRAIN 1' SWALE W1TH CMP RISER FOR DRAINAGE. SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. FUTURE ♦. r x� x • .. & GUTTER MIT1.19E BANC 4r- )r Z[7) 7' -i ce LANDSCAPE z { WALK AREA BLOCK WALL PER M o SEPARATE PLANS t PROPOSED J _j SIDEWALK �4 21 _S on, 2 BACK OF WALK ^co 0.00' 2%MIN.-- cwt z LANDSCAPE a�Q D t 3.4% MAX. -AIGHGATE (0j"REENS DRIVE (PRIVATE STREET) (STA. HORIZONTAL 10+50 11+00 364 362 360 358 356 354 352 350 348 MIR amort o t 364 362 360 358 356 354 352 350 348 -- 346 15+75 364 362 360 358 356 354 352 350 348 346 15+75 7' I LANDSCAPE z { WALK AREA I MAS MA)L M o W 12�___ PROPOSED SIDEWALK 2' 0 2Z BEHIND z BACK OF WALK 0.00' 2%MIN.-- cwt z LANDSCAPE SIDE D t 3.4% MAX. , EA WALK ', 2% MIN ,.. 1, VERT. CURIE I I z L0.20'A.0 -: WNG SIDEWALK BEHIND 40' AGG. BASE BACK O� F WALK 14+28.70, 2.5OLT. (PRIVATE STREET) WMSP EXHIBIT • 4;, 95X REL. DENSITY IW Q ## 014 ro , F- L0 M M1� F• tin ¢ W ^ c w W w `r'<t IQ u) f M I I I En LAJ . w InIAJ w M as r t< W W> r WI v V_ + ow + v inU_ `+ . C v.• cri . cv w w LO _j G GROUND . t := • - v r r t ■ � csi w �; cy ,,, �- Ig PROP CAM t ' v v y r + + `� M EXISTING' GROUND U P � iu:-� .> r PR0D FLOWLINE a2+ Uj F w w C14 > F- sJ . c CLt- t- v " Q LAJ co F= 14, --- _ --00 °0 -- a- -- ci: vii _ _ _ _ _ _ ____ _ o � _ s� --- _ -- - --- IV) to 00 Ito 5-0.28 -- v � �+ n S•=0.25% J va m N `� w cn + �'- V_ �Q m cn , i JOta. LZ CN LL:� • . Ljj Lj cn • AST FLOW1 E v _ .7 _-1° �� `6 am S=!-0.52% EX TI- NG "`�� Z o > � P EAT _ - .S=-0.35%1721, ® � 00 - T FLOWLINEZ Eq> PROPOSED w T FLOWLINE •- P IS-- �: r cs Vtnw d 2. } W w M M 0;c� > !:9!:9> OPOSED ST FLOWUN FU EAST FLOWLINE t�!}vN z, 0 < z ME m ®cn G3 P- 1132 w wLq * w w ``a FUTURE WEST FLOWLINE F- �= �, a I m<3 < a w _ - -- ----- --- 'I -4-po--- �� I<.: m v a- t - ao �21z 10+50 11+00 364 362 360 358 356 354 352 350 348 MIR amort o t 364 362 360 358 356 354 352 350 348 -- 346 15+75 364 362 360 358 356 354 352 350 348 346 15+75 17.5' N 3.5' 2' 5' 7' SIDE- LANDSCAPE z { WALK AREA I MAS MA)L M o w 12�___ PROPOSED SIDEWALK 2' 0 2Z BEHIND z BACK OF WALK 0.00' 2%MIN.-- cwt z LANDSCAPE SIDE z t 3.4% MAX. , EA WALK ', 2% MIN ,.. 1, VERT. CURIE I I Ile L0.20'A.0 -: WNG SIDEWALK BEHIND 40' AGG. BASE BACK O� F WALK 14+28.70, 2.5OLT. (PRIVATE STREET) WMSP EXHIBIT • 4;, 95X REL. DENSITY IW Q ## , F- L0 M M1� F• tin ¢ W Z m w W w `r'<t IQ u) f vi a. I I I LAJ . w InIAJ w M as r r v V_ + ow + v inU_ `+ w � W I w ; DOSTI G GROUND t := • - v r r t °' r ac> cy ,,, �- PROP FLOWu t v v y r `� >tAj .> 0- F C14 LAJ F= r- -- --00 °0 -- - - -- ` o € IV) 04 Ito 5-0.28 � �+ J cn V_ 1 LL:� • . AST FLOW1 E v _ .7 _-1° % `6 am S=!-0.52% Z o > � P EAT FLOWLINE � � ® � 00 ®z w � �: r cs Vtnw d 2. } W w M M !:9!:9> w FU EAST FLOWLINE z, 0 < z ME m ®cn G3 P- 1132 �, * w w ``a _ - -- ----- --- 17.5' N 3.5' 2' 5' 7' SIDE- LANDSCAPE z { WALK AREA I MAS MA)L M o __j_ 12�___ PROPOSED SIDEWALK 2' 0 2Z BEHIND z BACK OF WALK 12+00 13+00 14+00 (STA. 11+32.82 C.L. T 14+76.17 C.L.) SCALE: 1" =40' H ORI ZON TAL 1" = 4' VERTICAL 85' RIGHT OF 10' LANDSCAPE 20' LANDSCAPE DRIVE AISLE MEDIAN DRIVE AISLE PARKING DRIVE AISLE DRIVE wLZ :#. z LOT SIDE 2%MIN.-- cwt z LANDSCAPE SIDE 3.4% MAX. t 3.4% MAX. , EA WALK ', 2% MIN ,.. 1, ,1# PROPOSED STREET SEC 'n L0.20'A.0 -: WNG SIDEWALK BEHIND 40' AGG. BASE BACK O� F WALK 14+28.70, 2.5OLT. (PRIVATE STREET) WMSP EXHIBIT • 4;, 95X REL. DENSITY ## N EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, 6" WHERE OCCURS. FINISH GRADE CONCRETE IN -----=--� R=1./2 �a IN PARKING AREAS 7;1_ . _ { (SEE DETAIL 5 THIS SHEET) dol 0- '- ce 0 0 {-0 ( 0 01>0 0 0°0'0 0 ''C5 SACK) c 000 0ce�-c00 cec0,CLASS 'B" CONCRETE ( EXPANSION JOINTS EA. 30' '/ ' r ,a � �, r WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE 9" DETAIL "2" 6" CONCRETE CURB N.T.S. s # � 20' 10' LANDSCAPE 20' 0._80 DRIVE AISLE MEDIAN DRIVE AISLE PARKING a -- w wLZ :#. z LOT SIDE 2%MIN.-- cwt 2% MIN.- 3.4% MAX. t 3.4% MAX. f # ,1# .. 0 ,: 14+28.70, 2.5OLT. ## , N EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, 6" WHERE OCCURS. FINISH GRADE CONCRETE IN -----=--� R=1./2 �a IN PARKING AREAS 7;1_ . _ { (SEE DETAIL 5 THIS SHEET) dol 0- '- ce 0 0 {-0 ( 0 01>0 0 0°0'0 0 ''C5 SACK) c 000 0ce�-c00 cec0,CLASS 'B" CONCRETE ( EXPANSION JOINTS EA. 30' '/ ' r ,a � �, r WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE 9" DETAIL "2" 6" CONCRETE CURB N.T.S. s # � 20' 10' LANDSCAPE 20' 0._80 DRIVE AISLE MEDIAN DRIVE AISLE PARKING a -- w wLZ :#. z LOT SIDE 2%MIN.-- cwt 2% MIN.- 3.4% MAX. t 3.4% MAX. ." CURB## COMPAC7ED SUBGRADE rr r DENSITY. STREET SEUCIN ITN I 12'--20' _ . I 2x-15' 5' 1 SIDE LANDSCAPE WALK I AREA 2% I SIDEWALK VARIES 15' MIN R=10' =10' LOT SIDE i� 5' SIDEWALK IPA DETAIL "3" TYPICAL CORNER N.r.s. PEMBERLEY PASSAGE DETAIL TYPICAL N.T.S. 2' 6' PROPOSED ....i A. C. PAVING U: ° SEE STREET CROSS SECTION a: C2 C4 O 0o � 0 tcC ; 0 c � L"C� an �$ >ct " CONCRETE CURB , SEE DETAIL "2" 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL '95pp PARKING AREA FLOWLINE N.T.S. (PRIVATE STREET) NOTES: `7 WMSP EXHIBIT 4--19.1 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT TI = 4.5 R = 59 CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS INSTALLA11ONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL. A AND B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND GUTTER THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND FLOWLINE TOP OF RAMP 4'-2' MIN AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT ROUNDED 1 DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 1.5% MAX �--� 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE 7.55% MAX IS TOO SHORT TO ACCOMMODATE RAMP AND V-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH A SEE NOTE 8PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARLING FROM THE BACK OF THE SECTION A -A SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB SIDEWALK 1,5% RAMP. DETECTABLE WARNING SURFACES SHALL MAX3. MEN RAMP IS LOCATED IN CENTER OF CURB A x FRONT EDGE CONFORM TO THE REQUIREMENTS IN THE STANDARD OF SIDEWALK RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. m- SIMILAR TO THAT SHOWN FOR DETAIL B. " 40 (9)0 4. AS SITE CONDITIONS DICTATE, THE RETAINING 10. "SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 6 " N 3.5 MINIMUM. .�, 1.67 TO 2.3 Q � O 0.45" ca CURB SIDE AND THE FLARED SIDE OF THE CASE G CENTER TO TOP DIA RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL a CENTER p p p POSITION. z w 000000 000000 DETAINING SPACING 0 0 Q OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF <t < 000000 0°o010a00a 0.9" THE CURB RAMP WILL BE RELOCATED OR ADJUSTED •CL _'t '°� 0000 to >c 00ci0 CURB (BOTH RAISED TRUNCATED BASE DIA 5. IF LOCATED ON A CURVE, THE SIDES OF THE TO MADE BY THE OWNER PRIOR TO, OR IN °° a 0000g'3 RAMP NEED NOT BE PARALLEL BUT THE MINIMUM 0000 g 000 SIDES OF 000100000 0000 0 RAMP) DOME PATTERN(IN-LINE) 0 ' " coNJUNCLION WITH, CURB RAMP CONSTRUCTION. 101101 0001 0 -'---®- WIDTH OF THE RAMP SHALL BE 4 -2 . _11,DETECTABLE WARNING SURFACE 12 DETECTABLE WARNING SURFACES MAY HAVE TO 1 -4'-2' MIN RAISED TRUNCATED DOME 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTILITY COVERS SEE NOTE (SEE NOTE 10) FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AWITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO AND DEPTH. CURB RAMP DETAIL IV TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. CASE F IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE 6' WING Wj2 .T1 OTES; C£NTERUNE STORM DRAIN 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 UPCURB 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. AND GUTTER CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED FLOWUNE CURB STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. AND GUTTER CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT B.c.R. AND 6 REVEAL PER DETAIL 2 ON SHEET 4. a LANDSCAPE PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. Know whatis below. limb, INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF Gall before you dig. TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. - �.--- REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.SIDEWALK �w CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 4. -'-CENTERUNE STORM DRAIN 6' WING CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 0 CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. TYPICAL CATCH BASIN LOCATION AT CURB RETURN 11 DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED N. T. S. LEGEND-;- LEQEND (CONT. LES CONT. A BI. AVt TIONS R1-1 »FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: j CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1 -STOP 'WM3-3 - SIGNAL AHEAD CL CENTERLINE BVC BEGIN VERTICAL CURVE "R1-2" -YIELD "W11-2' -PEDESTRIAN CROSSING� { OF K -SEE SCHEDULE -R6-1' - ONE WAY "W31(CA)' - END ELEV ELEVATION EIC END VERTICAL CURVE 'R5-1" - DO NOT ENTER "W14-1" - DEAD END in FLOWLINE STATION - SEE TABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)' - NO PARKING ANYTIME "W14-2' - NO OUTLET NOTE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R' - RIGHT TURN ONLY "W16 -7P" - ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE OR4-7' - KEEP RIGHT "W2-6» - ROUNDABOUT AHEAD STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT EC END CURVE TC TOP OF CURB-R81(CA)' - BIKE LANE "Wt -1' - CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R f W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - fCTIQNDESGNABON: PA L PROPERTY LINE A.P. ANGLE POINT REFER TO SEWER & STORM DRAIN PLANS EP EDGE OF PAVEMENT C/G CURB AND GUTTER SEC11ON LETTER g P jL a iti 0 a :#. 1=10' LOT SIDE 5' SIDEWALK ." CURB## R=10' =10' LOT SIDE i� 5' SIDEWALK IPA DETAIL "3" TYPICAL CORNER N.r.s. PEMBERLEY PASSAGE DETAIL TYPICAL N.T.S. 2' 6' PROPOSED ....i A. C. PAVING U: ° SEE STREET CROSS SECTION a: C2 C4 O 0o � 0 tcC ; 0 c � L"C� an �$ >ct " CONCRETE CURB , SEE DETAIL "2" 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL '95pp PARKING AREA FLOWLINE N.T.S. (PRIVATE STREET) NOTES: `7 WMSP EXHIBIT 4--19.1 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT TI = 4.5 R = 59 CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS INSTALLA11ONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL. A AND B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND GUTTER THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND FLOWLINE TOP OF RAMP 4'-2' MIN AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT ROUNDED 1 DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 1.5% MAX �--� 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE 7.55% MAX IS TOO SHORT TO ACCOMMODATE RAMP AND V-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH A SEE NOTE 8PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARLING FROM THE BACK OF THE SECTION A -A SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB SIDEWALK 1,5% RAMP. DETECTABLE WARNING SURFACES SHALL MAX3. MEN RAMP IS LOCATED IN CENTER OF CURB A x FRONT EDGE CONFORM TO THE REQUIREMENTS IN THE STANDARD OF SIDEWALK RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. m- SIMILAR TO THAT SHOWN FOR DETAIL B. " 40 (9)0 4. AS SITE CONDITIONS DICTATE, THE RETAINING 10. "SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 6 " N 3.5 MINIMUM. .�, 1.67 TO 2.3 Q � O 0.45" ca CURB SIDE AND THE FLARED SIDE OF THE CASE G CENTER TO TOP DIA RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL a CENTER p p p POSITION. z w 000000 000000 DETAINING SPACING 0 0 Q OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF <t < 000000 0°o010a00a 0.9" THE CURB RAMP WILL BE RELOCATED OR ADJUSTED •CL _'t '°� 0000 to >c 00ci0 CURB (BOTH RAISED TRUNCATED BASE DIA 5. IF LOCATED ON A CURVE, THE SIDES OF THE TO MADE BY THE OWNER PRIOR TO, OR IN °° a 0000g'3 RAMP NEED NOT BE PARALLEL BUT THE MINIMUM 0000 g 000 SIDES OF 000100000 0000 0 RAMP) DOME PATTERN(IN-LINE) 0 ' " coNJUNCLION WITH, CURB RAMP CONSTRUCTION. 101101 0001 0 -'---®- WIDTH OF THE RAMP SHALL BE 4 -2 . _11,DETECTABLE WARNING SURFACE 12 DETECTABLE WARNING SURFACES MAY HAVE TO 1 -4'-2' MIN RAISED TRUNCATED DOME 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTILITY COVERS SEE NOTE (SEE NOTE 10) FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AWITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO AND DEPTH. CURB RAMP DETAIL IV TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. CASE F IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE 6' WING Wj2 .T1 OTES; C£NTERUNE STORM DRAIN 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 UPCURB 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. AND GUTTER CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED FLOWUNE CURB STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. AND GUTTER CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT B.c.R. AND 6 REVEAL PER DETAIL 2 ON SHEET 4. a LANDSCAPE PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. Know whatis below. limb, INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF Gall before you dig. TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. - �.--- REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.SIDEWALK �w CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 4. -'-CENTERUNE STORM DRAIN 6' WING CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 0 CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. TYPICAL CATCH BASIN LOCATION AT CURB RETURN 11 DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED N. T. S. LEGEND-;- LEQEND (CONT. LES CONT. A BI. AVt TIONS R1-1 »FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: j CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1 -STOP 'WM3-3 - SIGNAL AHEAD CL CENTERLINE BVC BEGIN VERTICAL CURVE "R1-2" -YIELD "W11-2' -PEDESTRIAN CROSSING� { OF K -SEE SCHEDULE -R6-1' - ONE WAY "W31(CA)' - END ELEV ELEVATION EIC END VERTICAL CURVE 'R5-1" - DO NOT ENTER "W14-1" - DEAD END in FLOWLINE STATION - SEE TABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)' - NO PARKING ANYTIME "W14-2' - NO OUTLET NOTE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R' - RIGHT TURN ONLY "W16 -7P" - ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE OR4-7' - KEEP RIGHT "W2-6» - ROUNDABOUT AHEAD STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT EC END CURVE TC TOP OF CURB-R81(CA)' - BIKE LANE "Wt -1' - CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R f W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - fCTIQNDESGNABON: PA L PROPERTY LINE A.P. ANGLE POINT REFER TO SEWER & STORM DRAIN PLANS EP EDGE OF PAVEMENT C/G CURB AND GUTTER SEC11ON LETTER F.O.C. FACE OF CURB rstrCONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER A P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.- - - - 0 FURNISH & INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PERSHETWHEK 2 EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SECTION IS SHOWN - @ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS N• f • FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 8 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + PLANS AND DETAILS. - FURNISH & INSTALL PRIVATE STREET LIGHT- LUMEN "LED" 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. TYPE PER DETAIL "1" ON SHEET 1. ■ ■ ■�■■t ■ ■ ® TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO EXISTING STREET LIGHT PER SEPARATE APPROVEDSTREET PLANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY Wj3' WINGS ®UNIT BOUNDARY 3ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) t CONSTRUCTION LIMITS. MITs PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PARKING AREA - SEE CONSTRUCTION NOTE 6. 0 - • - :#. ." CURB## ,1# .. 0 ,: 14+28.70, 2.5OLT. F.O.C. FACE OF CURB rstrCONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER A P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.- - - - 0 FURNISH & INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PERSHETWHEK 2 EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SECTION IS SHOWN - @ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS N• f • FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 8 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + PLANS AND DETAILS. - FURNISH & INSTALL PRIVATE STREET LIGHT- LUMEN "LED" 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. TYPE PER DETAIL "1" ON SHEET 1. ■ ■ ■�■■t ■ ■ ® TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO EXISTING STREET LIGHT PER SEPARATE APPROVEDSTREET PLANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY Wj3' WINGS ®UNIT BOUNDARY 3ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) t CONSTRUCTION LIMITS. MITs PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PARKING AREA - SEE CONSTRUCTION NOTE 6. �IIIIIII�)