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14 91=
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5 65 _3 '19 0 scale feet
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0 p_ I -_�x NOTE: CONST. ACCESS RAMP PER CITY STD DETAIL 1006 ADJUST MANHOLE TO FINAL GRADE. HP HIGH POINT S SEWER
@0 CONST. LOCAL DEPRESSION PER APWA STD. 313-1,
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0 X FINAL LOCATION FOR TRAFFIC SIGNAL POLES SAWCUT & REMOVE EXISTING A.C. PAVEMENT Tc U
AT BOULDER WAY INTERSECTION TO BE BASED CASE PER DETAIL ON SHEET 3 TOP OF CURB ELEVATION SD STORM DRAIN
'1562.9 ON A SEPARATE SET OF IMPROVEMENT PLANS CONST 10' WIDE CROSS GUTTER PER CITY STD. DETAIL 105 NU FS FINISHED SURFACE ELEVATION G
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oo X CURVE TABLE CURVE TABLE
01'
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CURVE ANGLE LENGTH RADIUS TANGENT CURVE ANGLE LENGTH RADIUS TANGENT 41 INSTALL BRICK AND MORTARIIPLUG
2
OA M BC BEGIN CURVE CL CENTERLINE 01
NOTE: 37*23'35" 554.74! 850.00' 287.65' 171',7`19" 29.21' 96.80' 14.72' < > RELOCATE EX 2- WATER UNE BY OTHERS (CCMWC) AZ r-F.Mavt Exp5j. &LIRS 4 4q`TTE-R .4 -
or BOP BOTTOM OF PIPE CNI
CONTRACTOR SHALL BE RESPONSIBLE 6*23'15* 33.44' 300.00' 16.74! 11 *5- '28* 36.31' 174.00' 18.22'
(J> 7 J3 40 - 5'1410E 41W55 (jq7T6jt F61t C17Y 157% EC END OF CURVE
4c 18 PROTECT EX 2- WATER LINE (CCMWC) C11
TO VERIFY THE LOCATION OF THE /oL
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EXISTING GAS UNE PRIOR TO ANY CF& ADJUST VALVE TO GRADE PER CITY STD 130 SAMP POK AFWA ITP. 140. 111- 2 %
@> 32*36'23" 494.36' 868.68' 254.07' 1801010'00" 6.28' 2.00 Qo�*t. AC(,F_S$ PCC POINT OF COMPOUND CURVE w
EXCAVATION FOR THE MEDIAN INCLUDING OE C _CAjy*P YI a 6�* -6/w WIDTH SHEET MATCH LINE
9*46'02" -6" & 2-4", PER CITY STD LANDSCAPE %�r_ -
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ON (CHISEL ON ALL CURBS) 6EC- 1hND5C,9P1A16- TRACT BOUNDARY / PROPERTY LINE 00
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32.57' PER C
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1 2 2,500 T -i5 is" 6 41" _SWAJ� I'-- �'O
NOTE:
ALL STRUCTURAL CONCRETE TO BE USED WITHIN S.B.COUNTY
DISTRICT RIGHT-OF-WAY SHALL BE 4,000 PSI WITH "A"
GRADATION IN ALL INVERTS AND 4,000 PSI WITH *B" GRADATION
IN ALL WALLS. CONCRETE FOR ROCK INLET AND OUTLET
STRUCTURES, BOTTOM CONTROL, SPLASH PADS, AND OTHER
PROPOSED STRUCTURES SHALL BE 560B OR C3250. CONCRETE
SHALL BE PER SECTION 201-1 OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION GREEN BOOK.
3*& CITY OF FONTANA, CALIFORNIA
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SHOULD CONSTRUCTION OF THE REQUIRED
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IMPROVEMENTS NOT COMMENCE WITHIN TWO SCH / Hal & STREET EMPROVEMENT PLAN & PROFLE
TO STA. 556 28.36 C t - I
1<01 A Civil Engineering - Planning Surveying - Public Works w .
7 - CALE: C
"YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY. (n C
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M 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730 - 909-484-9090 MPK-REF 1"=40'
Ld
AND CARRIED FORTH IN A DILIGENT MANNER, THE w No. -.37167 �E
* Exp. 06/30/06 DESIGNED BY: S 5a+00.00 TO STA. 550+00.00 DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PREPARED UNDER TH SUPERVISION OF:
MPK-REF FROM 0 BgULDER �AY TO 78, CIV1\1 E/O BOULDER WAY JULY 2004
A-
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REV. PLANS TO BRING THEM INTO CONFORMANCE WITH OFF- C %%7-16-09 CHECKED BY: APPROVED BY: 4/ DWG. NO.: A 12
D. TODD SCHMIEDER R.C.E. 37167 DATE: DID DATF--7/z,/
REVISION DESCRIPTION DATE ENGR. CITY DATE10
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PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3391
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In c=� EXIST,� 25w SG6C WATER TO 1 <'5741± J�_ 1579A 1581.27 FL
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BE ABANDONED BY OTHERS C N 14 76 F4 x i5gi
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PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS EX. R/W-CITY OF FONTANA EXISTING SIGN I T. 18' 7 TC SC WA MA 1577.97 FL -W 157
gEMp PROPOSED R/W- .70 FL
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PROJECT PROJECT
r-4 !III I (BY OTHERS)
'13) 7. 7 X CONSTRUCTION NOTES 40 0 40 80
14 91=
tp-cl CR BOULDER WAY CONST. 7' A.C. ON 12" COMPACTED NATIVE PER SOILS REPORT RECOMMENDATION. 40' 11111ZIIIIIIIIII
5 65 _3 '19 0 scale feet
PLAN CONST. 8' CURB & GUTTER PER CITY STD. DETAIL 1003. 45 C01'5T. 5.5"A -f- OVEF ie A.P. OVER LQI`IrACTFV
SEE ce
_k -Ir A CtA 'TIVe PFF, 04-611E 1501L.5 KE404 EO A ION
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CP CONST. 8' TO 6' CURB TRANSITION
#2795
LEGEND:
% A
0 p_ I -_�x NOTE: CONST. ACCESS RAMP PER CITY STD DETAIL 1006 ADJUST MANHOLE TO FINAL GRADE. HP HIGH POINT S SEWER
@0 CONST. LOCAL DEPRESSION PER APWA STD. 313-1,
11
0 X FINAL LOCATION FOR TRAFFIC SIGNAL POLES SAWCUT & REMOVE EXISTING A.C. PAVEMENT Tc U
AT BOULDER WAY INTERSECTION TO BE BASED CASE PER DETAIL ON SHEET 3 TOP OF CURB ELEVATION SD STORM DRAIN
'1562.9 ON A SEPARATE SET OF IMPROVEMENT PLANS CONST 10' WIDE CROSS GUTTER PER CITY STD. DETAIL 105 NU FS FINISHED SURFACE ELEVATION G
GAS
31 CONST. CURB OPENING CATCH BASIN PER APWA
11 INSTALL STREET LIGHT 22,000 LUMEN. (BY OTHERS)
STD. 300-2, PER DETAIL ON SHEET 9 FL FLOW UNE ELEVATION W WATER
a,
x CONST 8- CURB ONLY PER CITY STD DETAIL 1003 CONST 0.10' AC OVERLAY OB GRADE BREAK PROPERTY
oo X CURVE TABLE CURVE TABLE
01'
o ,&- 'S, V., EXIST SEWER MANHOLE; PROTECT IN PLACE oc ON CURB TCE TEMPORARY CONSTRUCTION EASEMENT
CURVE ANGLE LENGTH RADIUS TANGENT CURVE ANGLE LENGTH RADIUS TANGENT 41 INSTALL BRICK AND MORTARIIPLUG
2
OA M BC BEGIN CURVE CL CENTERLINE 01
NOTE: 37*23'35" 554.74! 850.00' 287.65' 171',7`19" 29.21' 96.80' 14.72' < > RELOCATE EX 2- WATER UNE BY OTHERS (CCMWC) AZ r-F.Mavt Exp5j. &LIRS 4 4q`TTE-R .4 -
or BOP BOTTOM OF PIPE CNI
CONTRACTOR SHALL BE RESPONSIBLE 6*23'15* 33.44' 300.00' 16.74! 11 *5- '28* 36.31' 174.00' 18.22'
(J> 7 J3 40 - 5'1410E 41W55 (jq7T6jt F61t C17Y 157% EC END OF CURVE
4c 18 PROTECT EX 2- WATER LINE (CCMWC) C11
TO VERIFY THE LOCATION OF THE /oL
0C 6*31'45" 34.19' 300.00' 17.11' W 10-07'53* 149.24! 844.00' 74.82S Pr%jAII_ 105 PRC POINT OF REVERSE CURVE AC PAVEMENT REMOVAL CD1
EXISTING GAS UNE PRIOR TO ANY CF& ADJUST VALVE TO GRADE PER CITY STD 130 SAMP POK AFWA ITP. 140. 111- 2 %
@> 32*36'23" 494.36' 868.68' 254.07' 1801010'00" 6.28' 2.00 Qo�*t. AC(,F_S$ PCC POINT OF COMPOUND CURVE w
EXCAVATION FOR THE MEDIAN INCLUDING OE C _CAjy*P YI a 6�* -6/w WIDTH SHEET MATCH LINE
9*46'02" -6" & 2-4", PER CITY STD LANDSCAPE %�r_ -
'39'48- 51.42' 136.00' 2 INSTALL SLEEVING, j VIC e Ve f a
INSTALLATION OF ANY LANDSCAPING. 21 6.02' 46.03' 270.00' ,,23.07' No. 518 1 A vs BVC BEGIN VERTICAL CURVE -
ON (CHISEL ON ALL CURBS) 6EC- 1hND5C,9P1A16- TRACT BOUNDARY / PROPERTY LINE 00
OF 2842'02"-- 421.12` 840.68' 215.07' 10*4322* 50.53' 270.00' 25.34' 4 Foe& OVISLOMS (D
@ REMOVE EXIST STORM DRAIN SYSTEM EVC END OF VERTICAL CURVE
VE 3:
<G) 180*00'00" 6.28' 2.00' - 98Q'58" 68.99' 40.00' 46.68' 0 V�j UY MVC MIDDLE OF VERTICAL CUR _J� EXISTING SPOT ELEVATION C
32.57' PER C
1 204.3 102.70' _7r47!i1 'S _4 CONST. 4" THICK PCC SIDEWALK PER CITY STD PLAN NO. 101 X446 2�5 (WIDTH PLAN) F
C
$q 0 3 0
_(H> 9' 836.68' 56.WD 5.00' RECORD DRANA DRC DRC STORM DRAIN
1 2 2,500 T -i5 is" 6 41" _SWAJ� I'-- �'O
NOTE:
ALL STRUCTURAL CONCRETE TO BE USED WITHIN S.B.COUNTY
DISTRICT RIGHT-OF-WAY SHALL BE 4,000 PSI WITH "A"
GRADATION IN ALL INVERTS AND 4,000 PSI WITH *B" GRADATION
IN ALL WALLS. CONCRETE FOR ROCK INLET AND OUTLET
STRUCTURES, BOTTOM CONTROL, SPLASH PADS, AND OTHER
PROPOSED STRUCTURES SHALL BE 560B OR C3250. CONCRETE
SHALL BE PER SECTION 201-1 OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION GREEN BOOK.
3*& CITY OF FONTANA, CALIFORNIA
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SHOULD CONSTRUCTION OF THE REQUIRED
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IMPROVEMENTS NOT COMMENCE WITHIN TWO SCH / Hal & STREET EMPROVEMENT PLAN & PROFLE
TO STA. 556 28.36 C t - I
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"YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY. (n C
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M 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730 - 909-484-9090 MPK-REF 1"=40'
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AND CARRIED FORTH IN A DILIGENT MANNER, THE w No. -.37167 �E
* Exp. 06/30/06 DESIGNED BY: S 5a+00.00 TO STA. 550+00.00 DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PREPARED UNDER TH SUPERVISION OF:
MPK-REF FROM 0 BgULDER �AY TO 78, CIV1\1 E/O BOULDER WAY JULY 2004
A-
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REV. PLANS TO BRING THEM INTO CONFORMANCE WITH OFF- C %%7-16-09 CHECKED BY: APPROVED BY: 4/ DWG. NO.: A 12
D. TODD SCHMIEDER R.C.E. 37167 DATE: DID DATF--7/z,/
REVISION DESCRIPTION DATE ENGR. CITY DATE10
S I A I N DA H D 3 1 N EFFECT ac,
Crry ENGINLLK R.C.E. 5