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HomeMy WebLinkAbout3523-2U U UmU U U U U mU IU-^�U-WI,IU-j-NIU- I\� r" Lau- r"~ �0N�000 �^O 'tl=0N tc!Oj0 000+do) +O+O +O O+OO�pop�po-p 00 OOp +Lo 0)00 00 ^ O 18+99.42 CIL CB 1-11 (CASE B) HACKBERRY LANE � (SEE SHT 8 PER PLAN) ~ O�W U U U mU U ^ U U U co 1 -I ^ O 3O O � (O ~ O�W OIU- 42,920 OiU- ti pIU- OtiL�i1 N(o OIC Oti m.:Q)� t�� �� '4: Lo .:10 pi to ooV) NN 00 �►jLN(N n ai n ^O rj(N nU-)Lo ^C) rj(N app 00 .. O ._ C) .- C) p 0 13+44.70 CIL CB I-1 (CASE A) � �Q U Lu h- WHITE OAK LANE LL- cbU (SEE SHT 4 PER PLAN) ct ._ OO U V UmU U oorn�'t� V U O CIL CB 1-3 (CASE B) �rn PERSIMMON LANE �rn`r O ^`n U O) U U POINT A �U_ r7IU- Lu O opt 1� t0 POINT D +u°)+V) O +� +� O� I i� cpm N�(o N,o ^O 0000 p �o .� COO 0p0 000 0000 �O tp -" co +Lo O 1") 001") p 1" � O 18+13.43 CIL CB D-7 (CASE A) WHITE ASH LANE (SEE SHT 5 PER PLAN) 17+74.92 CIL CB 1-6 (CASE B) HACKBERRY LANE (SEE SHT 8 PER PLAN) � U v UmU UNIT U ^ U U Z co 1 -I ^ O 3O ^ U N~W U ._ ti UtiIU-W CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 42,920 SF ti ~ ��M N(o OIC EA N00 OHO �� FU- +Ojai n �O �� �O of CSO of �Nn of Oj of o�O ai of O X00 ^O ^O ^C) ^00 app O IU-� LQU- o l- U U� O Lo p 0 O 17+76.62 CIL CB 1-7 (CASE B) HACKBERRY LANE (SEE SHT 8 PER PLAN) I cl- LL m U U mU U U U V U U mU V U U U V b U V U O c0 o J O p c0 to m cO O J O co (p (o LO O J O O cO co O U O U +O O 1U- O ti C) IU --QW- U U } N O O O O O O �d O�O� O� O� OF -LU OF- 171- MSW 1)� Mti 1)F- 171-Lrl ►')F- O In Lc10 i� I n Oo ai 1) N O O O O O N N N ^ N N N (O I� �� f� `I' 1).� .� .� a) p0 .� Lon Lp N Cp �N "4:00 O n 00 N �I c� (o Lo 1) �) 1"7 r7 "7o el d ^ 1 )O 00 N 00 N 0) N 0) NO p n +CEN +N +N +N -I-NN +N ._O N N '`) O O O p O N -I- N N -I NN -I- N + ^ -I- ._.: + - ^F..; -i- •- -I- .^:p -I- J ^o ..Op ,.O OOnp oO �p � Lo �O �O ^00 -O t �O X00 nO 10+61.00 CIL CB 1-10 (CASE B) 13+31.50 CIL CB 1-2 (CASE A) 14+87.73 CIL CB D-8 (CASE B) GREEN ASH STREET GREEN ASH STREET GREEN ASH STREET (SEE SHT 6 PER PLAN) (SEE SHT 6 PER PLAN) (SEE SHT 6 PER PLAN) U U U mU U U U � C � U A U Cp Cp J O ^ L. 1U.0_ � O U� (o W (o U 17 tiW j U m U V LL co coo e_ Loo I� Loo O V) <F Lo O �r7 (n (o m LL O ~ (O ONOL� (�j n U U U 00 of O oic o) ai O oi O Oj `� Ojai `_ ai U U V U U U U U J 000 O alai ro 0 (o Uo O (o (o (O O Jp O (o (o 'I �OOOp Oo oti (oma pti Ocj o�W o� NI- �1�Luao� 0010- oo�Ij- Oo�2 00 fu_ �o � o)O "j: 06 eco "j: '0) pc�o co �00�000 �� M0N0(� 00 u') Ojai Oj aj o of CO Oo j ��� I�O d��� �� O� ����� �� + 13+94.50 CIL CB 0-6 (CASE B) 14+00.75 CIL CB D-5 (CASE B) 10+73.78 CIL CB D-3 (CASE B) POST OAK LANE POST OAK LANE SOURWOOD WAY (SEE SHT 3 PER PLAN) (SEE SHT 3 PER PLAN) (SEE SHT 3 PER PLAN) L v U my v v v c0 •_ U U L� U h ►U -O _ CN CN ti ti I-L�I I- LL rL- UV V co (01 N I� (p !� of 00 «j COic)N - o) (riEi O L6O Uj Ori tr) (p � � UO p �� 00~ �tiL'j Q) u') 00� OO�L�iI 00~ Oo N +� NOO +co +Lo +cp +cph +ca Rp +Lo� �.O tO -O X00 �O 14+33.50 CIL CB 1-8 (CASE A) 14+06.02 CIL CB 1-9 (CASE A) PERSIMMON LANE PERSIMMON LANE (SEE SHT 7 PER PLAN) (SEE SHT 7 PER PLAN) U ITEM TO BE CONSTRUCTED OR INSTALLED F= UNIT UmU CONSTRUCT 4" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL(A.C. 3,865 TONS) U V U V mV LF 3O U 13,825 U LL U 5O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 42,920 SF © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 UO EA Q7 CONSTRUCT CROSS GUTTER (W=8') PER CITY OF FONTANA STD. 104 784 FU- OFU-W O c) ^ O OIU- O!U- owl- O'u LF O OOp O oi00 d O O IU-� LQU- o l- U U� O Lo p 0 O � �Q U Lu h- Qj p LL- cbU O .� ct ._ OO ._O ..O .� .- ._O M0) oorn�'t� O CN CO0) CIL CB 1-3 (CASE B) �rn PERSIMMON LANE �rn`r O ^`n U D U U POINT A o " POINT B POINT C POINT D +u°)+V) +� +� +Lo� 06 co co p �o .� •- tp -" co +Lo O 1") 001") p 1" � O M O n O p + ^^ ��W �~ �I- t\~W �~ (o to ON ^ (o (^o (o ON 10 O aj raj of Loop 1n o I�j aj o n O N I< OO 1")00 nl + �O + rj p + 1)00 U-SLO ^I- U.)O MO 13+43.17 CIL CB 1-4 (CASE B) 13+38.20 CIL CB 1-5 (CASE B) HACKBERRY LANE HACKBERRY LANE (SEE SHT 8 PER PLAN) (SEE SHT 8 PER PLAN) cl- LL m U U mU U U U V U U mU V U U U V b U V U O c0 o J O p c0 to m cO O J O co (p (o LO O J O O cO co O U O U +O O 1U- O ti C) IU --QW- U U } N O O O O O O �d O�O� O� O� OF -LU OF- 171- MSW 1)� Mti 1)F- 171-Lrl ►')F- O In Lc10 i� I n Oo ai 1) N O O O O O N N N ^ N N N (O I� �� f� `I' 1).� .� .� a) p0 .� Lon Lp N Cp �N "4:00 O n 00 N �I c� (o Lo 1) �) 1"7 r7 "7o el d ^ 1 )O 00 N 00 N 0) N 0) NO p n +CEN +N +N +N -I-NN +N ._O N N '`) O O O p O N -I- N N -I NN -I- N + ^ -I- ._.: + - ^F..; -i- •- -I- .^:p -I- J ^o ..Op ,.O OOnp oO �p � Lo �O �O ^00 -O t �O X00 nO 10+61.00 CIL CB 1-10 (CASE B) 13+31.50 CIL CB 1-2 (CASE A) 14+87.73 CIL CB D-8 (CASE B) GREEN ASH STREET GREEN ASH STREET GREEN ASH STREET (SEE SHT 6 PER PLAN) (SEE SHT 6 PER PLAN) (SEE SHT 6 PER PLAN) U U U mU U U U � C � U A U Cp Cp J O ^ L. 1U.0_ � O U� (o W (o U 17 tiW j U m U V LL co coo e_ Loo I� Loo O V) <F Lo O �r7 (n (o m LL O ~ (O ONOL� (�j n U U U 00 of O oic o) ai O oi O Oj `� Ojai `_ ai U U V U U U U U J 000 O alai ro 0 (o Uo O (o (o (O O Jp O (o (o 'I �OOOp Oo oti (oma pti Ocj o�W o� NI- �1�Luao� 0010- oo�Ij- Oo�2 00 fu_ �o � o)O "j: 06 eco "j: '0) pc�o co �00�000 �� M0N0(� 00 u') Ojai Oj aj o of CO Oo j ��� I�O d��� �� O� ����� �� + 13+94.50 CIL CB 0-6 (CASE B) 14+00.75 CIL CB D-5 (CASE B) 10+73.78 CIL CB D-3 (CASE B) POST OAK LANE POST OAK LANE SOURWOOD WAY (SEE SHT 3 PER PLAN) (SEE SHT 3 PER PLAN) (SEE SHT 3 PER PLAN) L v U my v v v c0 •_ U U L� U h ►U -O _ CN CN ti ti I-L�I I- LL rL- UV V co (01 N I� (p !� of 00 «j COic)N - o) (riEi O L6O Uj Ori tr) (p � � UO p �� 00~ �tiL'j Q) u') 00� OO�L�iI 00~ Oo N +� NOO +co +Lo +cp +cph +ca Rp +Lo� �.O tO -O X00 �O 14+33.50 CIL CB 1-8 (CASE A) 14+06.02 CIL CB 1-9 (CASE A) PERSIMMON LANE PERSIMMON LANE (SEE SHT 7 PER PLAN) (SEE SHT 7 PER PLAN) U ITEM TO BE CONSTRUCTED OR INSTALLED LL UNIT UmU CONSTRUCT 4" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL(A.C. 3,865 TONS) U V U CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 1003 8,976 LF 3O J^ O 13,825 O 5O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 42,920 SF © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 UO EA Q7 CONSTRUCT CROSS GUTTER (W=8') PER CITY OF FONTANA STD. 104 784 FU- OFU-W CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE PER DETAIL HEREON c) ti OIU--. OIU- O!U- owl- O'u LF O OOp O oi00 d �O Lo ftp (flN t 0��00 o Odd (n w U J k G Lo + tc! (Z> Q, Qj p LOU-) + 00 N O .� ct ._ OO ._O ..O .� .- ._O .� .�000to .,._ .- O 10+53.00 CIL CB 1-3 (CASE B) PERSIMMON LANE (SEE SHT 7 PER PLAN) Q O REV. DIAL TWO WORKING BEFORE ... DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A 1 RECORD DWG. IL (o ~W NO O o + 00 10+75.53 CIL CB D-4 (CASE B) SOUR WOOD WAY (SEE SHT 3 PER PLAN) NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT Q1 CONSTRUCT 4" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL(A.C. 3,865 TONS) 156,150 SF 2O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 1003 8,976 LF 3O CONSTRUCT 4.5" MIN. A.C. OVER 95%. COMPACTED NATIVE SOIL(A.C. 389 TONS) 13,825 SF 5O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 42,920 SF © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 14 EA Q7 CONSTRUCT CROSS GUTTER (W=8') PER CITY OF FONTANA STD. 104 784 SF 9Q CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE PER DETAIL HEREON 17 EA @ REMOVE EXISTING BARRICADE 40 LF 11 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005 140 EA I N K WD- _- L_•_ A ` �2 rq X CURB OPENING I r - - - - - - E o CATCH BASIN {S) 1 - f WaG 1� Zo I f I B FLOW LINE PROFILE CASE A N L WD L W f - «Z -- W CURB OPENING - - - - _ CATCH BASIN (S)�� - - - - -' E�QW 1� w z fI jI c PROMULGATED BYTxE LOCAL DEPRESSIONS ----- PUBLIC WORKS STANDARDS INC., GREENBOOKCDMM"T>=E 1984 ' AT CATCH BASINS CURB POINT A Poi CURB POINT A POINT D 450" {L5') S POINT B �j POINT D � CURB & GUTTER] GAPo6 S7RAPOINT C L9r( GiQQ� m � ��'� 9OF GUTTER TRACT 16495 SCALE: o JOB NUMBER 15-100634 Q N� G RIDGC SDE F POINT E POINT E U k POINT F A PLAN g POINT G w U J k G d -DIRECTION OF FLOW -DIRECTION OF FLOW � a z U N 0 K WD L WD L - N z u - 1POINT -- D POINT A POI POINT C POINT B POINT C POINT D POINT A FLOW LINE FLOW LINE PROFILE CASE A N L WD L W f - «Z -- W CURB OPENING - - - - _ CATCH BASIN (S)�� - - - - -' E�QW 1� w z fI jI c NT B FLOW LINE PROFILE -FLOW LINE CASE B 25 mm (1") 150 mm (6-) 25 mm (1") 150 mm (6") 50mm I 1 I -----VAR, - i (2m 13 I I D n . 77- RIDGE CURB I VALLEY FACE + H - c E p o. E p f ; a inv o. aD SECTION A -A SECTION B - B 25 mm (1-) J SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BYTxE LOCAL DEPRESSIONS ----- PUBLIC WORKS STANDARDS INC., GREENBOOKCDMM"T>=E 1984 ' AT CATCH BASINS CURB POINT A Poi POINT B sTj'9� POINT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION POINT D CURB & } STREET IMPROVEMENT PLANS (o C y� /y�. � GUTTER] � ��'� 9OF DRAWN BY: M.E.NTS DESIGNED BY: TRACT 16495 SCALE: o JOB NUMBER 15-100634 Q S�P,GyP ',, POINT E w uj ti DIRECTION OF FLOW POINT F PLAN C OOF .� a a 03/08 MCHc DIRECTION FLOW 0 MATT W C. H1C S RCE NO. 63494 EXP. 09-30-06 WD L N� zv - 1POINT D POINT A POI POINT C NT B FLOW LINE PROFILE -FLOW LINE CASE B 25 mm (1") 150 mm (6-) 25 mm (1") 150 mm (6") 50mm I 1 I -----VAR, - i (2m 13 I I D n . 77- RIDGE CURB I VALLEY FACE + H - c E p o. E p f ; a inv o. aD SECTION A -A SECTION B - B 25 mm (1-) J SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BYTxE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC., GREENBOOKCDMM"T>=E 1984 ' AT CATCH BASINS METRIC 313-1 REV. 1996 ^'�� 0� FONTANA, CALIFORNIA �j U SHEET t OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTE: i. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUT11:R ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H - NOTED ON THE PROJECT PLANS. Hi = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3 - NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) K = 1.5 m (5 Feet) L = 1.8 m (6 Feet) M = 1.2 In (4 Feet) N = 1.5 m (5 Feet) WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES), 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS CITY SHEET 4 OF 4 NOT TO SCALE 3 - - �' No.63494 Exp. sept. 30, 2008 �f ctw� a�Q �rFOr* CAL1F��' DATE- r MATT W C. HICKS RCE NO. 63494 EXP• 09-30-08 FAI REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE 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 CONDITIONS AND STANDARDS I N EFFECT. pFESSIp �o e Ew �9� yr �-\ �� �N ? Exp. 9/3/O6 s�qT I� o��~� F OF C a�I`` PLANNING B DESIGN ■ CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO, CALIFORNIA 91764-5592 909.581.0196 • FAX 909.581.0192 ■ www.RBF.com ® ® ° CONSULTING PREPA D UN R SIE �U[IERV ION OF: r ` I • DATE: ^'�� 0� FONTANA, CALIFORNIA �j U STREET IMPROVEMENT PLANS (o DRAWN BY: M.E.NTS DESIGNED BY: TRACT 16495 SCALE: o JOB NUMBER 15-100634 Q R.G, CHECKED BY:�A R.J.B. PP vED B RIr.nRnn �Q�Inrniol R r �� �� hAT . DRAWING NO -2 3523 9 03/08 MCHc 0 MATT W C. H1C S RCE NO. 63494 EXP. 09-30-06