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Home My WebLink About2431F773.f Fe VICINITYMAP KI T 0, 1 ii z. e. 1. t. BENIGH MARK CITY OF RANCHO CUCAMONGA B:M # 10089A. 0 ELll__VATI N. 1510.427 r NOTES'AN STREET iMPROVEMENT CONSTRU U: STREET NAM: E ,. TMES u N TRACT NO. CONSTRUCT MIN. 3 AC W/ SEAL COAT OVER 4" A.13, PER CITY STD. NO. 10,0—A 22t30:8 SF MAGNOLIA GRAND! R . ., CO MIN. 5 AC W/ SEAL COAT OVER 6" A,13, PE: CITY STDNO 10!NSTRUCT 0—A 11,492 SF ( 3) CONSTRUCT CURB AND GUI -TER (8 C.F. PER CITY STD. NO. 104 119:1 �4 L 4 U N DEWALK PIER CITY STD, NO. 101 CO: STRUCT 4' WIDE CONCRETE SIC MAGNOLIA GRANDIFLORA/ 5� 529I= 50 O.C, L TT WIDE CONCRETE Sill EWALK PER CITY STD. NO. 101 CONS5 TRUCT PLACE 345 2SF5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD, NO, 101 1 �911 SF (-7) L CONSTRUCT ACCESS RAMP PER CALTRANS RE VI SED STANDARD PLAN RSPI 1 EA U8 SAW—CUT TACK COAT FACE OF CUT 13 729 LF E INSTALL MAGNOLIA GRANDIFLOI A STREET TREE SER CITY CONSTRUCTION NOTES FOR STREET TREES 16 EA UO INSTALL EULCALYPTUS CEA DOICALYX STREET TREE PER CITY CONSTRUCTION E T TR I P S NOTES FOR ST RE EE 13 EA l U CONSTRUCT CURB CORE PER DETAIL ON SHEET 4 22 EA .e� 2 U IINISTALL HYDRANT I ASE'. EI CITY STD. NO. 134 m 3 EA SEE STRIPING AND SIGNAGE PLAN FOR CONSTRUCTION NOTES AND QUANTITIES SEE STREET LIGHT PLAN FOR CONSTRUCTION NOTES AND QUANTITIES 4. LEG ND AND ABBR 10; N S H: T'I DEX 1 , Q0. 00 SHEET 1 TITLE SHEET ELEVATION R P: OP. STREET LIGHT TC I N SHEET 2: BROWNSTONE PLACE AND WHJESTO: E PLACE PLAN AND PROFILE TIC SHEET 3: EAST AVENUE PLAN AND PROFILE FL FLOW LINE (l oa 00) SHEET 4: DETAILS ELEVATION otf EXIST. EEE C TR IC MANHOL: C/L SHEET 5- STRIPING AND SIGNAGE PLAN SHEET 6: STREET LIGHT PLAN R/W RIGHT -OF WAY I 100% S: F F T 7- '-_�TPFFT I lrHT n,FTA I I H I GRADE EX:J',::�-T. P OP. :B LOI:C K WA L:: (PRIVATE) PRO:,P. PAD ELEVATION R/W ONISTRUCTION: NOTES FOR ST TREES SYI BOL STREET NAM: E B4ON TAICAL/COIMMON NAME N TRACT NO. OWN 13063 Si ZE 0: MAGNOLIA GRAND! TRAC 00 T O. 130:63 i N D X MAP PLACE SOUTHERN MAGNOLIA WHIITESTON: E MAGNOLIA GRANDIFLORA/ 4 50 O.C, SCALE 1 60 PLACE SOUTHERN MAGNI LIA LO z !_5 3. EAST EU:CALYPTU:S SIDEROXYLOIN/ 13 5 0' 0. C. 15 GALLON AVENUE RED IRO!NBARK goommom wo mmmmmmmwamuml 11 1 ll-:;--, _0 01 RA: CH'CAMO 'o li:52 S` REET I R ov N 'T PLAN 4. LEG ND AND ABBR 10; N 1 , Q0. 00 PROP. ELEVATION R P: OP. STREET LIGHT TC TOP OF B TIC FL FLOW LINE (l oa 00) EXIST. ELEVATION otf EXIST. EEE C TR IC MANHOL: C/L CENTERLINIE R/W RIGHT -OF WAY I 100% PROP. GRADE EX:J',::�-T. ELECTRIIC VENT Fz) FINISH SURFACE BVC BEGIN VERTICAL CURVE EXIST. GRADE en, 1 03 EXIST. SEWER MANHOLE EVC R END VE: TICAL CURVE M VC M 1: D DL E OF VERTICAL CURVE RAIGE FLOW ARROW DNA EXIST. WATER VALVE MOC MIDDLE OF CURVE 0: P C POINT ON CURVE TRACT BOUNDARY F 2, EXIST. WATER METE R PRC POINT OF REVERSE : CURVE C B E Gl N C:U R VE IB _` P� DRIVEWAY LO: ATIlO: CPRON EXIST. FIRE HYDRANT T EC ::I E ND CURVE GB GRADE BREAK PROP. CON CRE +()+ PROP. FIRE HYDRANT C&G CURB AND GU:TTER AC ASPHALT CONCRETE PIRO!P, ASPHALT P VIVT EXIST. POWER POLE AB AGGREGATE BASE Ur CURB FACE EXIST. ASPHALT P V:M' T E X I S T `5 TR:E E T LIGHT CRB.RTN. CURB RETURN' BCR R BEGIIN CU: B RETURN EXIST. CONCRETE - -S-- EXIST. M SEWER AIN 1 ECR END CURB RETURN OR AS NOTED DIE DRAINAGE EASEMENT 1\ LX EXIST. EDGE OF PVM'T ME MATCH EXISTING EXIST, WATER MN LD LOCAL DEPRESSION OR AS NOTED CB CATCH BASIN mc EXIST. ROCK WALL OR AS NOTED LANDSCAPE EASEMENT ----LE -E-- EXIST. ELECTRIC LICE X x ESI ST. N: K CHAINL: F NCE OR AS NOTED --T- EXIST, TEEE'!PH E EINE PRO S TIR E E T TR EES EXIST. CONCRETE RETAINING WALL 01 --G-- EXIST. N:: E -P. A MAGN: LIA GRAN' 0 DIFLORA AS NOTED GAS Ll -FO- EXIST. Fi: R� OPTICS Lll E BE N EXIST, TREES EU CALYPTUS CLAD CALYX OH- EXIST. OVERHEAD LIN:; -- lu"TION CONSTRi ' U !RIM: I T NO* SYI BOL STREET NAM: E B4ON TAICAL/COIMMON NAME TY4 SPACING Si ZE T 0 N E MAGNOLIA GRAND! 12 5 0' 0. C. 15 GALLON PLACE SOUTHERN MAGNOLIA WHIITESTON: E MAGNOLIA GRANDIFLORA/ 4 50 O.C, 15 GALLON PLACE SOUTHERN MAGNI LIA LO EAST EU:CALYPTU:S SIDEROXYLOIN/ 13 5 0' 0. C. 15 GALLON AVENUE RED IRO!NBARK goommom wo mmmmmmmwamuml 11 1 ll-:;--, _0 01 RA: CH'CAMO 'o S` REET I R ov N 'T PLAN TITLEi SHEET TRACT MAP Na. 19968 i390, �RTM 64 EXIST. CENTERLINE OF R IM f'lH MARK OF RANCHO CUCAMONGA # 1 0!0819A. CL STA. 7+61,14 BROWNSTONE PLACE TRACT BOUNDARY NO,. 13063 TRAC-T F pu TRACT NO. 13063 r 8 5MEET CON m NOMS CURVE TABLE 0 40' NEE= 80q CONSTRUCT MIN. 3" AC W/ SEAL COAT OVER 4 A.B. PER CITY STID. NO, 100—A _43�07 VC CONSTRUCT MIN� 5 Jil AC W1 SEAL COAT OVER 6 A.B. PER CITY STD. NO. 10:0—A 1400C/L CONSTRUCT CURB AND GUTTER (8 C.F.) PIER CITY STD. NO. 104 U4 CONSTRUCT 41 WIDE CONCRETE SIDEWALK PER CITY STD. NO. 101 U5 CONSTRUCT 5' WI D E CONCRETESIDEWALK PER CITY STD. NO. 101 U6 CONSTRUCT DRIIVEWAY APPROACH PER CITY STD. NO. 101 EXISTIN �G TOP CONSTRUCT ACICESS RAMIP PER CALTRANS REVISED STANDARD PLAN RSP A88A C)coLT. SAW—CUT TACK COAT FACE OF CUT OF ;IG CURB C@ 18 LINE TABLE C4 L N INSTA: L MIAGI SLI GRANIDIFLORA STREET TREE PER r_r7c_ CITY CONSTRUCTION NOTES FOR STREET TR:=_-� UO INSTALL EUCALYPTUS MACULATA STREET TREE PER CITY CONSTRUCTION NOTES FOR STREET TREES Ul CONSTRICT CURB CORE PER DETAIL ON SHE ET 4 MINE;;! QJ2 CI TY INSTALL :HYDRANT :MARKER PER STD. NO.134 9 11'2 34 1 2 7. 00 NOTES - E SEE SEPARATI DEMOLITION PLAN FOR THE VARIOUS REMOVALS, RELOCATION 01-F ITEMS ALONG EAST AVENUE AND FOR APN- 0227-071-1:7 rS'EE ALSO SEPARATE LANDSCAPE PLANTING PLAN STA. 12+46,318 BROWNSTONE PLACE INT. S -TA. 8+38.80 WHITESTONE PLACE CURVE TABLE 0 40' NEE= 80q CL STA. 10+00.00 < DELTA _43�07 VC 4 CL STA, 8+38-8:0 1400C/L 0022'02 Pll 406.41' 2 83 1,42 04,51 FS ul m >AL LLI PRO POS:IED TOP 1400 C/L 6 6' L6 > OF 8" GURB 18" RT� EXISTIN �G TOP 6 °37'1 102.00' C)coLT. 5.90§ OF ;IG CURB C@ 18 LINE TABLE C4 00- 5 81. 010' P 88:.40' U -i C 5 101"00'010" 10 2. 00' 17,80 z MINE;;! 51-37 S720126"E C6 9 11'2 34 1 2 7. 00 41:07' 2767' L 2 56.810 N' 12 "06'02 W ui uj 11054'1 ".00' 104829' PROFILE SCALE < 43s519 S 76 *2 7'31 E C8 1 *2 1 '2 3 VER T. SCALE- 1 4 11.32' 5.60 EXISTING GROU, 43.591' N09*5504 w HORZ. SCALE- 1 sl 4: 7 0 ' 91 023p4l J'p 5,7 001 (p 30'RIGHT 58-40 L1400 RTM MORN—- 3:3.44' S89055'04 -"E C10 0 05 2`54" 46000' 5, 6+P 0 7+00 8+0�0 9+010 10, 0110 14010 RT. 1317 51 520!.00' 120.68' 60.61 111 +00 STA. 12+46,318 BROWNSTONE PLACE INT. S -TA. 8+38.80 WHITESTONE PLACE m0c 06.97 TC 2 CURVE TABLE 0 40' NEE= 80q CL STA. 10+00.00 CURVE DELTA U AD,[ S: LENGTH 7ANGENT 4 CL STA, 8+38-8:0 Cl 0022'02 442.08' 2 83 1,42 04,51 FS 8+89,33 C2 6 02 73,16 5 3 8. 0:0 6 6' 30-36 WH ITEST0NE PLACE C, 6 °37'1 102.00' 11 W79' 5.90§ J 17 7) LINE TABLE C4 113 `2 73 3 5 81. 010' 114.85' 88:.40' LINE DISTANCE: BEARING C 5 101"00'010" 10 2. 00' 17,80 8.92' L1 51-37 S720126"E C6 9 11'2 34 1 2 7. 00 41:07' 2767' L 2 56.810 N' 12 "06'02 W C7 11054'1 ".00' 104829' 512.33' L3 43s519 S 76 *2 7'31 E C8 1 *2 1 '2 3 478 00' 11.32' 5.60 L A. 43.591' N09*5504 w C9 91 023p4l J'p 5,7 001 92 58-40 L5 3:3.44' S89055'04 -"E C10 0 05 2`54" 46000' 7.08' 15:4 C11 1317 51 520!.00' 120.68' 60.61 COI: STRUCTION PERM :IT now 0-0 u. m0c 06.97 TC 2 8+84.89 ECR 0 40' NEE= 80q CL STA. 10+00.00 WHITESTON:E PLACE 3 MATCH LINE SEE LE:,FT 4 CL STA, 8+38-8:0 1WHITESTONE PLACE 8CR - +.,2 PRC - FCL IN -T. STA, 12+46.318 BROWNSTONE PLACE 04,51 FS 8+89,33 BC CL STA. 9+3,4.29 GUTTER ST. LIGHT 06.13 TC WH ITEST0NE PLACE END CROWN 77, EC J 17 7) 05-88 FS TYP, , cl 0655 Tc 9:+92.92 PRC 05.44 TC 9+34-29 SRC TC B;ROM'STONE PLACE SEE LEFT Sawa', x, 8+84.89 ECR 0 40' NEE= 80q Sawa', x, 8+84.89 ECR PCC 06.2 4 TC CL STA. 10+00.00 WHITESTON:E PLACE 3 MATCH LINE SEE LE:,FT 4 06.22 TC 9+9.2,2 8CR - +.,2 PRC - 05.83 TC .4 4 TC 04,51 FS 10+03.81 M - E, 6 TC TRACT NO. 1,3945 CL STA. 10+00.00 WHITESTON:E PLACE TRACT BOUNDARY M, E, �MATCH EXIST. 05.41 TC EXIS I. 8 CURB & GUTTER Nz_ 77, J 17 7) 1 1410 1430 14105 14,25 14:00 1420 13:95 -50 40 40 -20 11:0 01 10 20 30 40 50 .00 14101- 1395 1395 -60: 40 -30 -20 0 0 10 20 30 40 50 13+ 50,o:00!:: 14110-1 1141:0 1420 11415 MIMI 13195 13,95 -50 -40 -30 -2 0 10 20 30 40 50 3+010. 14015 1405 13:90 -4 14:05 13190 13190 0 14105 1420 1415 1410: 140-5, 1425: 14201 1 -, 1415 13!90 141:0 w -50 -40 -30 -210 -110 0 10 20 30 40 50 0 14:05 1405 1405 50 -40 -30 -20 -10 0 10 20 30 40 5 1410 1425 m, 1410 -0 1:4 5 -5:01 -40 -30: 40 -10 0 10 20 30 40 50 co ON 11: 6+ 5:0. 00 Lo 1400 1400 - - - - - - - - - - - - u') 1420' —1 11 420 CD (Ald wo 18+00 191+00 20+00 1, 1 +00 13+00 10+00 12+00 14+00 15+100 16+00 17+00 EXIST 8 DRAWING NO. 15 61 AN:: D WATER 0 EXIST R N 304 CALTI:RANS CONTI ACT 0. 01 -2: 4 MAIN TREES CL STA. 12+83.45 A: CL STA. 1:2+618.70 DJUST EXIST. 8 EXIST. 8" CURB EXIST. 1 �6 TO BE EAST A VE N! UE EXIST. EAST AVENUE VAULT RIM: E & G1 U T TER TO B� R WATEI E REMOVED EXIST, SAWICUT SAWCU:T ACCESS WATE T 0 G, R AD E EXIST. 8 KA A:: N] h A A, I k 1 w -pi lrp- ANin R E:M 0 VE D :N COINSTRIUCT ACCESS RAMP PER 13,195 1385 13!95 14151 CUT 1415 < ;F A INSTALL MAGNOLIA GRANDI: LOR 50 40 1 0! 11 40 �20 20 3 40 50 0 -50 40 -3-0 -20 -1: 0 0 1:0 20 (X 7'' 50 4 A,B. PER CITY STD. NO. 100-A N 0 T' CON: STI UICT CURB CORE PER DETA: R L ON SHEET 4 QJ2 INSTALL H KIER PER YIDRANT MAR -2 0 OL I R THE EMO� DEM: : ITION PLAN FO VARIOUS R (ALS� U2 CONSTRUCT MIN. 5" AC W1 SEAL COAT OVER V RELOCATION OF E 1319-0 -5,0 40 -30 -20 -10 0 TO 20 30 40 50 13�90 141 APN: 0227-071-17 410 U3 CONSTRUCT CURB ANID GUTTER (8 C,F.) PE: R CITY STD. NO. 104 SEE SEPARATE LANDSCAPE PLANTING P': Al (�4) N R:U T CO� ST 4' W11 -E CONCRE'TE SIDEWALK PER CITY STD. NO. 101 2+00. C 0: S TR:U T 5' WIDE CONCRETE SIDEWAL _K PER CITY STD. NO. 101 1405 1405 ffD, DR:V WAY APPROACH P:ER CITY STD,, NO. 101 I E WT 1400 14,05 -4-0 -30 -20 -10 0 10 20 30 40 50 139 5 1395 141' -50 1410 UJ J 141:00 1415 1415 1390 1390 1405 0S=3P,0!Gz i E LE 1411.314 (1, Z, Q-0 co 0 : 1385' - - �5,0 -40 -30 -20: -10 0 10 1395: 1400! 50 -40 -30 -20 -10 0 1:0 2 0 13195 141 10 1400 50 1:410 0) i : Q. 11 1+0 0 + Fl 5 bo. W z 14 '00 1400 14151 1415 0 131190 13190 140,51 1: 4 5 18+00 191+00 20+00 1, 1 +00 13+00 10+00 12+00 14+00 15+100 16+00 17+00 EXIST 8 DRAWING NO. 15 61 AN:: D WATER 0 EXIST R N 304 CALTI:RANS CONTI ACT 0. 01 -2: 4 MAIN TREES CL STA. 12+83.45 A: CL STA. 1:2+618.70 DJUST EXIST. 8 EXIST. 8" CURB EXIST. 1 �6 TO BE EAST A VE N! UE EXIST. EAST AVENUE VAULT RIM: E & G1 U T TER TO B� R WATEI E REMOVED EXIST, SAWICUT SAWCU:T ACCESS WATE T 0 G, R AD E EXIST. 8 KA A:: N] h A A, I k 1 w -pi lrp- ANin R E:M 0 VE D :N COINSTRIUCT ACCESS RAMP PER 13:85 1385 1400 CUT STREETCONSTRUCTIONNOTESI < ;F A INSTALL MAGNOLIA GRANDI: LOR 50 40 1 0! 11 40 �20 20 3 40 50 0 -50 40 -3-0 -20 -1: 0 0 1:0 20 30 40 50 4 A,B. PER CITY STD. NO. 100-A N 0 T' CON: STI UICT CURB CORE PER DETA: R L ON SHEET 4 QJ2 INSTALL H KIER PER YIDRANT MAR E H S' E SEi ARATE OL I R THE EMO� DEM: : ITION PLAN FO VARIOUS R (ALS� U2 CONSTRUCT MIN. 5" AC W1 SEAL COAT OVER 6"' A,13, PER CITY STD. NO -100-A RELOCATION OF E 1400 1400 1:415 111 5+ 50. 00 1 APN: 0227-071-17 141!5 U3 CONSTRUCT CURB ANID GUTTER (8 C,F.) PE: R CITY STD. NO. 104 SEE SEPARATE LANDSCAPE PLANTING P': Al (�4) N R:U T CO� ST 4' W11 -E CONCRE'TE SIDEWALK PER CITY STD. NO. 101 C 0: S TR:U T 5' WIDE CONCRETE SIDEWAL _K PER CITY STD. NO. 101 ffD, DR:V WAY APPROACH P:ER CITY STD,, NO. 101 I E 139 5 1395 141' Lu 1410 UJ 1390 1390 1405 1405 Q-0 1385' - - �5,0 -40 -30 -20: -10 0 10 20 30 40 50 385 1400! 50 -40 -30 -20 -10 0 1:0 2 0 30: 40 1400 50 i : Q. 11 1+0 0 + Fl 5 bo. W z 14 '00 1400 14151 1415 0 0 0:11LO 1395 1395 141:0 :1:410 0 15" 110, 1390 1390 14105 1405 4--J -2 1385 1385 1: 40 0 11400 -5,10; -40 -30 -20 -110 0 10 - 50 2,01 30 40 -50 -40 -30 -20 -1'0: 0 110 20 30 40 50 Z) 18+00 191+00 20+00 1, 1 +00 13+00 10+00 12+00 14+00 15+100 16+00 17+00 EXIST 8 DRAWING NO. 15 61 AN:: D WATER 0 EXIST R N 304 CALTI:RANS CONTI ACT 0. 01 -2: 4 MAIN TREES CL STA. 12+83.45 A: CL STA. 1:2+618.70 DJUST EXIST. 8 EXIST. 8" CURB EXIST. 1 �6 TO BE EAST A VE N! UE EXIST. EAST AVENUE VAULT RIM: E & G1 U T TER TO B� R WATEI E REMOVED EXIST, SAWICUT SAWCU:T ACCESS WATE T 0 G, R AD E EXIST. 8 KA A:: N] h A A, I k 1 w -pi lrp- ANin R E:M 0 VE D :N L (7) COINSTRIUCT ACCESS RAMP PER CALTRANS RE SED STANDARD PLAN RSP A88A V I U8 SAW�CUT TACK COAT FACE OF CUT STREETCONSTRUCTIONNOTESI U9 ;F A INSTALL MAGNOLIA GRANDI: LOR STIR ET TRI E E E PE� CITY COLN STRUCTION NOTES FOR STREET TR:: R �' J, CONSTRUCT MIN. 3 AC W/ SEAL COAT OVER 4 A,B. PER CITY STD. NO. 100-A N 0 T' CON: STI UICT CURB CORE PER DETA: R L ON SHEET 4 QJ2 INSTALL H KIER PER YIDRANT MAR E H S' E SEi ARATE OL I R THE EMO� DEM: : ITION PLAN FO VARIOUS R (ALS� U2 CONSTRUCT MIN. 5" AC W1 SEAL COAT OVER 6"' A,13, PER CITY STD. NO -100-A RELOCATION OF ITEMS ALONG EAST AVENUE AND FOR APN: 0227-071-17 U3 CONSTRUCT CURB ANID GUTTER (8 C,F.) PE: R CITY STD. NO. 104 SEE SEPARATE LANDSCAPE PLANTING P': Al (�4) N R:U T CO� ST 4' W11 -E CONCRE'TE SIDEWALK PER CITY STD. NO. 101 C 0: S TR:U T 5' WIDE CONCRETE SIDEWAL _K PER CITY STD. NO. 101 CO: :N STR T DR:V WAY APPROACH P:ER CITY STD,, NO. 101 I E L (7) COINSTRIUCT ACCESS RAMP PER CALTRANS RE SED STANDARD PLAN RSP A88A V I U8 SAW�CUT TACK COAT FACE OF CUT U9 ;F A INSTALL MAGNOLIA GRANDI: LOR STIR ET TRI E E E PE� CITY COLN STRUCTION NOTES FOR STREET TR:: R I N S TALL EUCALYPTUS MACUL ATA STRIE ET TREE PER CITY CONSTRUCTION NOTES FOR STREET TREES Q J1 CON: STI UICT CURB CORE PER DETA: R L ON SHEET 4 QJ2 INSTALL H KIER PER YIDRANT MAR CITY STD. NO. 134 ct 0 CU�l A �10 :F RA: C:�TY:o: C EMI ENT LAN ET IMPi STRE �E,AST AVt.. - STAI. 11+84.46 To STA. 18+72,34 'N TRAICI MA o 19��968 W W P A DESIGNATION a b C 1AC"/BASI_'" I INDUSTRIAL 64' 11" 2010 13 �30 4!" 7 i. LOCAL 31:0 12' 21068' 1 _20 34 14" COLLECTOR 66 A4 2@10 .13 .30 4 6 V /4" T-1 . .. .. F_ SEC0NDARY 88 64' 1 191 2' 25 @ 10 .04 1,13 5" /6"' 3 1 �33 00' 7'2' 14 0 1 m11 1 0,181 SPECIAL —J! 3 @1 U, kj DESI1r-N DIVIDL,ED MAilOR 120' 13 9 1 Cd) ABOVE LEVIEL LINE N IT EE 1 THE LEVEL LtNE OFFSE-m ARE 13ASED UPON A STRAICH7 GRADE CROSEZ)FAI 1 01F 13 EXG PT DIV0ED MAJOR WHICH TAKES SPECIAL D;ESIIGN, E 2, THICKNESS OF 'STRUCTURA: kv,; L SECTION SHALL BE AS DETERMINED BY SO4LS RIEPORT, TRAI-T"r, C QNEER: PRIOR 1'0 FINAL APPROVAL INDEX AND: ST E• DESIGNATION, PREPARED BY SOILS EN; & �"r_ Pi OF WIPROVEMENFT' RLANS, MINIMUM 1rH1CKNES" PPER TABLE, RE%Z4 3 &COVERLAYS, & FINISH COURSES, MIN. 0. 1 % G2 -AR -4000. BASE COURSES MX 0,15' SH M U gym` , B-AR -4000. SINGLE IL.IFTS SHALL BE U`2-AR-401_30� I N: I L I F'TS SHALL B:P'1/3 SECTON' THICKNESS, MINIMUM, 4, CRUSHED BASE SHALL BE AGXJ',,:REG,,A_Tr_ OR SLAG AGGREGATE Or- t 5. A. C. ,MAY BE SUBSTITUTED FOR BASE AS DETERN11NED BY SOILS ENGINEER', AT NO TIME CAN LEISS THAN 4" BASS E lE 6, SIDEWALKS MINI'MUIM WIDTHS VARY: 4' AT PR0PER*'rY LINE, S`IiANDARDNL4,5' ADJACEN. O WALLS: 6' ADJACENT TO CURB'-,-,,, OR CURVIII-INEAR. T 0 N'G.A, CA LI F R Y R,ANCHO CUCAM 10 NIA T OF APPRIN ED BIY STA R PLAN ROADWAY SE,CTIONS LLI 111,14 to 0 A, >a. LLjl Cf T -Y GINEEIR DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WGRKS CONSTRUCTION 0: E R,C, E, 2 4953_ I Si H E, E T 1 OF i 7— is R 3ATTER 2c8 DI'RECTION OF 6 RAVEL MAY &C. BIE FROM: TWO D IREC T 10 N S, ........ .... FISHER STREET NOTESk, Thedeive, a piroach shall be- constructed with 520—C -25M P -C -Cm If the ap cc p (a . pro , h is to be, used so -on , 0) be used as approviod: by the after Installation, a hig:h early strength concrete mix mrxgy City, Engineer. Z A White p1grinented (TYP 2): curing Compound riper section 201 -4-1 shall be applied to exposed concrete surlifaces per section 303-5-1�16- 3. When installing a Mime approach where curb andbutter exIst, the entire curb and gutter shall he removed. C On severe water carrying streets special designs may he necessary. 5. The total width of all drive approaches shall not exceed:40,76 of the lote frontag 61, The difference 'in th lhlpe of the drilveway ramp; and the slope of the 'five (5) feet of the stre adjGce _nt to the gutter l1 not exceed 1., 7, TYPE :R— 1 &2, G,L Use for single family residential properties an 1'acoi residential streets. blshall be 12 feet minimum, 16 feet maxim, im for 1 or 2 car gora d 24 fee maximum for U ges an all others, c, The outermost of I the approach shall be r6inimum feet from rti Irthe side property line:, 10 feet from,. a B.C.R¢ and 20 feet between approaches on the some at unless otherwise ap, ed by the (11ty, Engineer. 1YPE C- a:. Use for all cases other than 7�c4. above. b. 'rho radius "R' of the curb return sholi equal: the distance fro -m- the curb face to the near edge of the sidewalk with a minim,urn af 645 feet and a makirniurn of 20 feet- The curb return ah -all: e poured b monolithic with the dn-ve opproach. ce F r single famril con, orm 0 ly reskeintiol properties an collector or largrer, streets `Wl' sho-41 -f to note 7-b onc ,a Inc, I e& ,,nd the a wev th cknesis, m ay be red cod t d. Far stir-o-Ots wilth cobble; curb & gutter (Standard Plan 105-81, the cobble sl extend' as for bir e curb return, possi le into th Gutter not shown, A, M SIDEWALK SEE' NOTE t. F RON T EDGE OF SIDEWALK ?A, SUNDAW PLAN x is n I STANDARD SPW$1W 8 PIL)OW W01*9 CON W"ON MH 10N MR; ON W, SHM 31 OF 3 RETAINING CURB NFICA' SSAR's 'AT C, IF EDGE OF SIDEWALK 6 MinUoh&- 51-0 ak IDEW S ALK M0 max Ii Y FIRE HYDRANT PLA C F MARKERS 1N DIRDC"'TION OF' RAVEL MOST LIKELY, TO BE BLU�E MARKE-R (TY1 PLE 1) USE _1 F D BY RESPONDING F1 R E E 0 t,) 1 P`M! E N T C1 Tv y Of RAN HO G, C CUCAMON "A CA11FORN 4: 4PP�KJVED BYI INSTALLAT F CTIVE ST4NDAJRD N -AN ION OF RE: LE: IT Y ENGINEE'R ZC'E, 49,5 3 DATA T:E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC_2ION 'r I DF ........ .... FISHER STREET NOTESk, Thedeive, a piroach shall be- constructed with 520—C -25M P -C -Cm If the ap cc p (a . pro , h is to be, used so -on , 0) be used as approviod: by the after Installation, a hig:h early strength concrete mix mrxgy City, Engineer. Z A White p1grinented (TYP 2): curing Compound riper section 201 -4-1 shall be applied to exposed concrete surlifaces per section 303-5-1�16- 3. When installing a Mime approach where curb andbutter exIst, the entire curb and gutter shall he removed. C On severe water carrying streets special designs may he necessary. 5. The total width of all drive approaches shall not exceed:40,76 of the lote frontag 61, The difference 'in th lhlpe of the drilveway ramp; and the slope of the 'five (5) feet of the stre adjGce _nt to the gutter l1 not exceed 1., 7, TYPE :R— 1 &2, G,L Use for single family residential properties an 1'acoi residential streets. blshall be 12 feet minimum, 16 feet maxim, im for 1 or 2 car gora d 24 fee maximum for U ges an all others, c, The outermost of I the approach shall be r6inimum feet from rti Irthe side property line:, 10 feet from,. a B.C.R¢ and 20 feet between approaches on the some at unless otherwise ap, ed by the (11ty, Engineer. 1YPE C- a:. Use for all cases other than 7�c4. above. b. 'rho radius "R' of the curb return sholi equal: the distance fro -m- the curb face to the near edge of the sidewalk with a minim,urn af 645 feet and a makirniurn of 20 feet- The curb return ah -all: e poured b monolithic with the dn-ve opproach. ce F r single famril con, orm 0 ly reskeintiol properties an collector or largrer, streets `Wl' sho-41 -f to note 7-b onc ,a Inc, I e& ,,nd the a wev th cknesis, m ay be red cod t d. Far stir-o-Ots wilth cobble; curb & gutter (Standard Plan 105-81, the cobble sl extend' as for bir e curb return, possi le into th Gutter not shown, A, M SIDEWALK SEE' NOTE t. F RON T EDGE OF SIDEWALK ?A, SUNDAW PLAN x is n I STANDARD SPW$1W 8 PIL)OW W01*9 CON W"ON MH 10N MR; ON W, SHM 31 OF 3 RETAINING CURB NFICA' SSAR's 'AT C, IF EDGE OF SIDEWALK MinUoh&- 51-0 ak IDEW S ALK M0 max f , Z." KR, R . b � —1vla u3 t 7J"c"MMOM f" �25k, §§0 2211 ry 08 !R2006, 6 R-,6,5 N, FRONT 2- :D OF FRONT EDGE E: GE 82R�11 - _,_ SEE NOTE 9 � 0 " , 1%; 1 D AL K St EW OF SIDEWALK 0. Max A SEE, AT CURB 9,,0% Max AT CURB N -0 T, E 9 SIDEWALK M, FRONT E01GE OF SIDEWALK BENG MARK GRY OdF RANCHO CUCAMOdNGIA BM # 1 00189A. ELEVAT11 N X M0 July 3, 2015 SIDEWAL K 7PF 51U F__ �7)r lero-fNAA 0-Y OR Al C, 74,17 5 5HAI 7 ri(f, %T C,,W;FS V"_ PLAN SMY7. - ------ QQ D,,TR;uN,IC-,A--TE:DLLLLL..L:Q ME . I ...... TO ACCOMPANY PLANS DATED I As site conditions I d� e Ctate,� Case A through Case G cum ra mud b used for eorhi&r Vins-11-alliatiorve, simflar to those shown in 00 1 A ani Detiall ®r. The ba-SeL of curb romps userd in Detall A do not have I be used at SIDEWA(�K be tbe :C A throu.94h C -.e G curb ra mtd black foCG"�f;�Gn&, 'as 'Sif-m conditione dIct= 9. 0% Max 2 if d1s,tance from curb toback of sida-wailk is tGo short to T oomMGda AcuRri its romp and 4'-Z" de*Mot-form- (landing) as shown in Case A, tU 61, k, Maly be deD-56 re5ed jL d:; no. !: t y ar s n Case B, aC or - e 8 FRONT may be jaied ias in Case D.. EDGE OF S it AL K 3_ ram, p mea t- 1 in cern-ter, of cu, iocw -cj rb, re;u-n crosswailk amust be �SfMjj[ar_ -to r � 0 0 0 1 I that abow Fir eti f I B� Pq`__, - ;" A I NO, .,W20 qn- the retain curb a de and, -the f lared 6 BOTH 4. As s1te conditions dictateli F.2 R -e h s i4uctsd [in reversed pos;tlon. SIDEWALK E 0 001 S a i a of the Case G ra mp s; a I I be con, t r R- R �2 1.0 0 fillt,x. - - - b _x i i I I I_ _ - %, 5. If' located on a curve, the sides of the romp need noi e parafliel, AT CURB",,, J__ but the mtlnlmmum, widthof -f-he ramp sbal:l be 4'-2"w 2 W n 9. 0 Max rr i SEE NOTE 9 "SEE NOTE 9 AT CURB CURB 6. Side simpe af raMp flares vary uniformly from a max,mum of 9X% at %curb, to coniform! w1th Vongitudinai sidewalk al me ad: acent to top o4 e ramp, exceptC and Case, F in Case FRONT7M 2 1, IT 1012, EDGE OF qUtters or streets CASE G 7. Transitions from ramps, and landirig to ware 'sl PERRI SIDFWALK Seeshud l :be fluah Ino Hp; and free olf'obtrupt change -s, 3 Note4 RETAINIING CURB S. Ccu nter a 1, opes, of GUTTER adjofnin-q qu-tters and road su r f aces immediately (DOTH SIDES OF RAMP , - - ;I a -has of the aurb romp slha � not be 'OP OF RAMP 4'-2" Min adjacent 114 a 6 wl th F: 2A i nc FLOWLME T I i, I 6 '.7—_4 -- -- ------- ROUNDE NOTE 9 afeeper thon 1, -20 Duffer pan slope shall nat exceed 1 a f in SEE NOTE F3 ,7 Pf h for each 2 0"' of W1 d 9;� Curb ramps shafl have a de,,*ectable wa�rn�ing surface that extefmids , JA 1 5 % Max A 4' 0" wide detectabe !Tye Max I - he, f UMI width and 3'-0" depth of the ra RA�NC�"" STREET IMPROVEMENT PLANS DETAILS TRACT MAP No,, 19968 MM IPE SNOLMR T BE --U LOCAL CODE;, 9 ! 9v SWEEPE L » F t 1'111110011` I�"" I t� f C METER PER SCE 6 i '^ } ,..: .. I .:, .: I t 3 I. :. d is g I ' a, Circle I II�I I Electrofier „DEP ?'p `, . BY PHOTOCU MANUFF TO a _. t.REMIRM 13 - III ' 7, " SHO i CAP . I I L& I I ---- - ESV ,: T x �UNI-::.VOLTAG011 G VOLTAGE. 12 0-277 d I : OPT A3 F cot r I 4' 700 A N CONTE ME' I,40 COLOR TEMPI 0 0KED =° PE FUNCTION. PIE II WA MEN , AMERON lCl OCTAGONAL s UNIG s MOUNTING! '. 1 --,7mff-40ow5 GRA 120-277 z a : 147 D1 r RIV D -E CURRENT- - LED COD LOR TEMP�-. 40001K k PE FUNCTILION: PE RI-Ec. C LO R 1 I tOPTI-10- u I NAL BANNERS UP TO 2L BANIUMS _i 0-277 OPT[C A -L CODE., P PHOTOMETRIC TYPE., DI F - I . RENT. l A, PEUI 1 If f I F I a 401 —B Pit FUN 10N. PE REC COLOR: GRAY i - F XR 6 i '^ } ,..: .. I .:, .: I t 3 I. :. d is g I ' a, Circle I II�I I Electrofier „DEP ?'p `, . BY PHOTOCU MANUFF TO a _. t.REMIRM ApronHANDHIOLE o00ift r ---- ---I - III ' 7, " SHO i CAP I I VOLTAGE. 12 0-277 I : OPT A3 cot DRIVE I ENT: 700 A N CONTE ME' I,40 COLOR TEMPI 0 0KED ApronHANDHIOLE o00ift tea - III ' 7, " SHO i CAP I I VOLTAGE. 12 0-277 I : OPT A3 DRIVE I ENT: 700 A N CONTE ME' I,40 COLOR TEMPI 0 0KED =° PE FUNCTION. PIE II WA MEN 41140��t AMERON lCl OCTAGONAL MOUNTING! '. 1 --,7mff-40ow5 GRA 120-277 ;, E. OPTICAL !GO_ : 1PHOTOM.ETRIC TYPE: D1 RIV D -E CURRENT- 700-1ml, -A LED COD LOR TEMP�-. 40001K PE FUNCTILION: PE RI-Ec. C LO R GRAY I tOPTI-10- I" NAL BANNERS UP TO 2L BANIUMS . _ '.. .. Imo: - 1(;E LEDI EM2 0"i+3 —. 0-277 OPT[C A -L CODE., P PHOTOMETRIC TYPE., DI , I I< I " � - I . RENT. ONREET LIGHPER ;R , . LED: CiOUO;° I a 401 —B Pit FUN 10N. PE REC COLOR: GRAY STREET NAME SIGNS, IINSTALLED ON STREET i I I 401 — A LENGTH! (L), CAT. NO. W TIE /lwml Ns lot 41 _ r,01En SHALL BE 2Vt licl --221 so, j FoUl DESCRI::PTION OF REVISION r f b, Mw f _ i i`. 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