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Home My WebLink About5152-41 -030 --TC- CURVE -REMOVE EXISTING RADIUS AC PAVEMENT ANGENT - CONSTRUCT NEW 4956'08' cD N W 29.89 PCC SIDEWALK 00 r- m o co Icy; -GRIND AND OVERLAY 35.00' to ED TOP OF EXIST. 40+ 15.92' IMPROVEMENTS t6'BERM 1-020—TC- 23.19' 13.09' C4_ s _ - - = —� 6.01 _= 23.19' f - C5 --=1;030 50.00' 78.98' C L C6 45'33'44' - --= - -_ -_--- - ---- - - - Co ----- - - - - ---= - - o C7 Go p O o ---.x-1-0 2 0 = Qc6 _ (a Cl — C/ - L --1-0 2 0 ---TLuC 16+00 17+OD 18+00 19+00 20+00 21+.00 i 0 20 40 so azo SCALE:1 "=40' - - -IT- , :fir 019.72 1019.23 co Cl co PAVBABVT LEGEND CURVE -REMOVE EXISTING RADIUS AC PAVEMENT ANGENT - CONSTRUCT NEW 4956'08' ASPHALT PAVEMENT - CONSTRUCT NEW 29.89 PCC SIDEWALK C2 -GRIND AND OVERLAY 35.00' - CONSTRUCT PCC 15.92' IMPROVEMENTS x m m L n C m-__ 22+00 Iyo —00 Ex% .-` i �i� --� i -�JAL _�^W ;v - , -�x \ .- v N> :r-> i� c ioc;OX + cl co EX 12"4J04 r n (�.. 1 (tel = i i '� n --rC) _ _ -- O y tD • •- —r CD W r ♦ % N (� i x O W W I- - - ---.- N / rn --j W —o N v= _04 F- �_ 04 BIN K,a. 11 r---- ;� -- 26 26 - T \ n 17 y 23 22,-� 6 CD AP • � 3 < � _ � � - � `� Yom= - . CURVE TABLE CURVE DELTA RADIUS LENGTH ANGENT Cl 4956'08' 35.00' 29.89 15.93' C2 495511' 35.00' -_29.88_ 15.92' C3 66'25'15" 20.00' 23.19' 13.09' C4_ s _ - .6625'15' --20.00'- _= 23.19' 13.09' - C5 90"30'08"- 50.00' 78.98' -~50.44' C6 45'33'44' 40.00' 31.81' 16.80' C7 45'33'44' 40.00' 31.81' 16.80' TOLL FREE -qftft-&w- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LREV. 23+00 SHOULD CONSTRUCION OF THE REQUIRED IMPROVEMENTS NOT ],OMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR- CITY DATE STAN DARDS IN EFFECT. 2 2 Tm 6O REMOVE EXISTING MAILBOX. .I �_ 7O REMOVE EXISTING A.C. BERM DIKE � W I u uj W CD W i/— O K + ~ ;� ' +_ �, X cq ^ L 8 REMOVE EXISTING STAND PIPE �i ; o O N'I N N_ .a $ U 9OCONSTRUCT 5.00' MIN. A.C. OVER 8' AGG. BASE, ci:ny ^ OVER NATIVE MATERIAL COMPACTED TO 95% T - • ` PROP. a ori _ ,SYR v w 16 NN (n p o 10 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STDS. 7.77, 777 '�� 7777 ` ': `- '"` '=': ��` w 11 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE V) cl A- 12 REMOVE EXISTING SITE WALL Cl 28 , 9 � 13 ADJUST EXISTING GAS VALVE TO GRADE. 18 O O 250 14 CONSTRUCT 8" ASPHALT BERM PER CITY OF FONTANA STD. PLAN 1007. � C:)O CILcTi 20 -�- 15 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. PLAN 1000. Lo T co> in,> `io `'� CV 16 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. M 0 - " Lq 5 N om- r. • Ir-.� -+ -�- Y — - T -- Q 17 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN _♦W N NW ~ O N - . a N 1002 (MODIFIED PER DETAILS ON SHEET 2). Q }i Z 18 CONSTRUCT PERVIOUS CONCRETE GUTTER ADJACENT TO CONCRETE CURB J PER (STREET SPECIFIC) DETAILS ON SHEET 2. 25 25 26 1 = 19 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. C.) Pi 1003 (SEE DETAIL ON SHEET 3). M Q 20 COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5 (WIDTH PER PLAN) SEE DETAIL ON SHEET 2. OFE.�pN'� Prepared Under The Supervision Of Thienes Enginoeirirlg, /roc. CML ENG/NEER/NG • LAND SSVRVEKNG 14349 FRRESTONE BOUMYARD LA MMALK CAL/FORNM 906538 * R.C.E. NO. 56155r--* PH(714)521--4811 FAlr(714)5211-4173 Exp. 12-31-14 Q 1 Civ 1\, lrj cote :10-Z REINHARD STENZE RCE N0. 56155 U rrcuruaeu airceu uUni k, -)Lc Zoi. uUnunG ruuva). 22 U. WATER METER AND SERVICE TO BE REMOVED (BY FONTANA WATER COMPANY). 23 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY). 24 PROPOSED NEW WATER METER (BY FONTANA WATER COMPANY). 25 EXISTING FIRE HYDRANT, SERVICE AND VALVE TO BE REMOVED (BY FONTANA WATER COMPANY). 26 WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). 27 PROP. FIRE D.D.CA TO BE INSTALLED (BY FONTANA WATER COMPANY). 28 CONSTRUCT 8' CURB PER CITY OF FONTANA STD. PLAN 1000. 29 PROPOSED PUBLIC STORM DRAIN (SEE STORM DRAIN PLANS). WD/D# - 8-36C370368 DR 14-005 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN RAM BY: CITRUS AVENUE S S SHOWN :SIGNED BY:STA. 16+88.61 T 25+00.00 DATE: iECKED BY: APPR D BY: DRAWINZN ATE: 515 GIN 1 14 a i o 1030TC cc O Lo 01- '` ♦ N N s ; } --1-0 2 0 ---TLuC w En LLJw = = Ln o - - - - -- - 0—---- ! O 103(0 o .� ^ $ � CD + N CD— • Q C L, i R=0.83 — — w J V 1020 : C/ t 24+00 25 00 - -CONSTRUCTION NOTES- _ - 1O - SAW -CUT & `REMOVE EXISTING ASPHALT PAVEMENT. 2O REMOVE ALL EXISTING TREES/SHRUBS/ TREES STUMPS WITHIN R/W. 3O RELOCATE EXIST. STREET LIGHT PULL BOX PER STREET LIGHT PLANS. 4O EXISTING POWER POLE TO BE REMOVED & UNDERGROUNDED BY OTHERS. 55 EXISTING POWER POLE GUY ANCHOR TO BE REMOVED BY OTHERS. SHOULD CONSTRUCION OF THE REQUIRED IMPROVEMENTS NOT ],OMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR- CITY DATE STAN DARDS IN EFFECT. 2 2 Tm 6O REMOVE EXISTING MAILBOX. .I �_ 7O REMOVE EXISTING A.C. BERM DIKE � W I u uj W CD W i/— O K + ~ ;� ' +_ �, X cq ^ L 8 REMOVE EXISTING STAND PIPE �i ; o O N'I N N_ .a $ U 9OCONSTRUCT 5.00' MIN. A.C. OVER 8' AGG. BASE, ci:ny ^ OVER NATIVE MATERIAL COMPACTED TO 95% T - • ` PROP. a ori _ ,SYR v w 16 NN (n p o 10 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STDS. 7.77, 777 '�� 7777 ` ': `- '"` '=': ��` w 11 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE V) cl A- 12 REMOVE EXISTING SITE WALL Cl 28 , 9 � 13 ADJUST EXISTING GAS VALVE TO GRADE. 18 O O 250 14 CONSTRUCT 8" ASPHALT BERM PER CITY OF FONTANA STD. PLAN 1007. � C:)O CILcTi 20 -�- 15 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. PLAN 1000. Lo T co> in,> `io `'� CV 16 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. M 0 - " Lq 5 N om- r. • Ir-.� -+ -�- Y — - T -- Q 17 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN _♦W N NW ~ O N - . a N 1002 (MODIFIED PER DETAILS ON SHEET 2). Q }i Z 18 CONSTRUCT PERVIOUS CONCRETE GUTTER ADJACENT TO CONCRETE CURB J PER (STREET SPECIFIC) DETAILS ON SHEET 2. 25 25 26 1 = 19 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. C.) Pi 1003 (SEE DETAIL ON SHEET 3). M Q 20 COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5 (WIDTH PER PLAN) SEE DETAIL ON SHEET 2. OFE.�pN'� Prepared Under The Supervision Of Thienes Enginoeirirlg, /roc. CML ENG/NEER/NG • LAND SSVRVEKNG 14349 FRRESTONE BOUMYARD LA MMALK CAL/FORNM 906538 * R.C.E. NO. 56155r--* PH(714)521--4811 FAlr(714)5211-4173 Exp. 12-31-14 Q 1 Civ 1\, lrj cote :10-Z REINHARD STENZE RCE N0. 56155 U rrcuruaeu airceu uUni k, -)Lc Zoi. uUnunG ruuva). 22 U. WATER METER AND SERVICE TO BE REMOVED (BY FONTANA WATER COMPANY). 23 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY). 24 PROPOSED NEW WATER METER (BY FONTANA WATER COMPANY). 25 EXISTING FIRE HYDRANT, SERVICE AND VALVE TO BE REMOVED (BY FONTANA WATER COMPANY). 26 WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). 27 PROP. FIRE D.D.CA TO BE INSTALLED (BY FONTANA WATER COMPANY). 28 CONSTRUCT 8' CURB PER CITY OF FONTANA STD. PLAN 1000. 29 PROPOSED PUBLIC STORM DRAIN (SEE STORM DRAIN PLANS). WD/D# - 8-36C370368 DR 14-005 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN RAM BY: CITRUS AVENUE S S SHOWN :SIGNED BY:STA. 16+88.61 T 25+00.00 DATE: iECKED BY: APPR D BY: DRAWINZN ATE: 515 GIN 1 14 a i