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QPJ= X-ING PROP. 24 SD =18+59.34 HONEY PINE LANE CIL
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=10+19.15 ST. STA.
TOP SWR.=1626.31
LO STA. 10+09.15
0
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04 CON8TRUCTION NOTES
BOT. SD=1628.32
0 TOP SWR.=1624.42 CONSTRUCT 8 " EXTRA STRENGTH VCP SEWER LINE,
C4 BEDDING PER DETAIL ON SHEET 6.
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO.112. !72W Mono
(n I FES%310 I ANF -A 100m�-
CONSTRUCT 4" SEWER LATERAL AND HOUSE CONNECTION PER
V)
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL EN09NEER CITY OF FONTANA STD. NO. 125 AND NO. 1258, IN LANDSCAPE AREAS GRAPHIC SCALE
0 INSTALL BACKWATER DEVICE. 40 0 20 40 80
BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST (P
(0
QUARTER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, 6. 41 8
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF Centex Homes ALBUS-KEEFE and ASSOC., INC. 1:# 40'
SAN BERNARDINO MERIDIAN, AS SHOWN ON AMENDING MAP OF SEC11ON 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1265 Corona Pointe Court 1011 N. Armando Street X - /10
TRACT 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
COUNTY OF SAN BERNARDINO. Corona, CA 92879 Anaheim, CA 92806 clvk
INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO Ph: (951) 279-3000 Ph: (714) 630-1626
J COUNTY, BEING NORTH OF W30'24' WEST.,
(D OF c
Fax: (951) 279-2100 Fax: (714) 630-'M6
TION -ENGINEER
BENCH MARK REV. REVISION DESCRIP DATE ENGR. CITY DATE SEAL
DESCRIBED BY METROPOLITAN WATER DISTRICT 80. 7
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE L�;Sl AE11CASC
c COYOTE CANYON TRACT 16290-1
INTERSECT10N OF SUMMIT AVE. AND CHERRY AVE. AT THE E r,,,J Ci I N1 E E R I r",%J C!
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 IF, %I
0 ...... ..... c1l) 937 SOUTH VIA LATA DRAWN BY'
wwvvvvvvw~ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN SEWER IMPROVEMENT PLANS SCALE:
0 C.D
04 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 rT1 SUITE 500 0S
(0 HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER M AS SHOWN ABOVE
FEET, SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO NO. C041983 COLTON, CA 92324 DESIGNED BY: GLENWPOD AVENUE DATE:
ON THE- NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE EXP. 3/31/06 PH. (909) 783-0101 FAX (909) 783-0108 LB ___§*WILDW00D L�/ kET-0 JACKRABBrT UREE7
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. - F JULY, 2004
YOU DIG // 'In
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG PREPARED BY. CHRIS D. CUM R. C. E. NO. 41983
(0 IM DATE. Ap VED 8 o
N w EXP. CHECKED BY. DRAWING NO.:
LO MWDSC 3 INCH BRASS DISK STAMPED w33A W2. TOLL FREE 1-800-227-2600 BC JA J 7
-11
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .DATE. 4r 3852
NAVD 88 - 1508.50 (FEET) 9600,eO OR-AWIAI& ///17/063 6TY ENGI'PNEER R. C. E. 5115 2 DATE: 71
SEWER LATERALS LOCATION (BY STATION)
LOT NO.
DESIGN STA.
'�4S BUILT STA." BACKWATER
VALVE
12
19+37.74
NO
13
19+01.30
NO
14
18+29.00
NO
15
18+13.00
YES
16
16+90.20
YES
17
16+34.67
NO
18
16+0 1. ?0
NO
19
14+73.90
NO
20
14+57.90
21
13+32.75-
YES
22
13+09.62
NO
23
12+37.70
NO
24
11+14.10
NO
25
10+74.13
30
10+54. ?4
-YES
YES
31
11+36.86
NO
32
12+42.15
NO
33
13+12.62
NO
34
13+29.75
YES
35
14+54.90
YES
36
14+70.90
N
37
15+98.20
N
41.1 P.E. 0 V) It It. r- . Lw. V) V) V) v i I vi 54.9 P. E.
55.9 P. E. r
j 1-j _j _j _j _j
PROP. 24" SD PROP. 18" SD -j
"IN `�� -A
C. P. "C- 7D LINE "C- 7" Q Q) (S cj
n
%r 8 8
WILDWOOD CIL M. H. NO. 3 STA. 10+91.24 16+46.24 GLENWOOD AVENUE CIL INT.
QPJ= X-ING PROP. 24 SD =18+59.34 HONEY PINE LANE CIL
%wommom 4 10+19.15 BOT. SD=1633.45
=10+19.15 ST. STA.
TOP SWR.=1626.31
LO STA. 10+09.15
0
I-,
(0 X-ING PROP. 18" SD
04 CON8TRUCTION NOTES
BOT. SD=1628.32
0 TOP SWR.=1624.42 CONSTRUCT 8 " EXTRA STRENGTH VCP SEWER LINE,
C4 BEDDING PER DETAIL ON SHEET 6.
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO.112. !72W Mono
(n I FES%310 I ANF -A 100m�-
CONSTRUCT 4" SEWER LATERAL AND HOUSE CONNECTION PER
V)
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL EN09NEER CITY OF FONTANA STD. NO. 125 AND NO. 1258, IN LANDSCAPE AREAS GRAPHIC SCALE
0 INSTALL BACKWATER DEVICE. 40 0 20 40 80
BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST (P
(0
QUARTER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, 6. 41 8
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF Centex Homes ALBUS-KEEFE and ASSOC., INC. 1:# 40'
SAN BERNARDINO MERIDIAN, AS SHOWN ON AMENDING MAP OF SEC11ON 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1265 Corona Pointe Court 1011 N. Armando Street X - /10
TRACT 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
COUNTY OF SAN BERNARDINO. Corona, CA 92879 Anaheim, CA 92806 clvk
INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO Ph: (951) 279-3000 Ph: (714) 630-1626
J COUNTY, BEING NORTH OF W30'24' WEST.,
(D OF c
Fax: (951) 279-2100 Fax: (714) 630-'M6
TION -ENGINEER
BENCH MARK REV. REVISION DESCRIP DATE ENGR. CITY DATE SEAL
DESCRIBED BY METROPOLITAN WATER DISTRICT 80. 7
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE L�;Sl AE11CASC
c COYOTE CANYON TRACT 16290-1
INTERSECT10N OF SUMMIT AVE. AND CHERRY AVE. AT THE E r,,,J Ci I N1 E E R I r",%J C!
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 IF, %I
0 ...... ..... c1l) 937 SOUTH VIA LATA DRAWN BY'
wwvvvvvvw~ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN SEWER IMPROVEMENT PLANS SCALE:
0 C.D
04 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 rT1 SUITE 500 0S
(0 HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER M AS SHOWN ABOVE
FEET, SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO NO. C041983 COLTON, CA 92324 DESIGNED BY: GLENWPOD AVENUE DATE:
ON THE- NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE EXP. 3/31/06 PH. (909) 783-0101 FAX (909) 783-0108 LB ___§*WILDW00D L�/ kET-0 JACKRABBrT UREE7
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. - F JULY, 2004
YOU DIG // 'In
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG PREPARED BY. CHRIS D. CUM R. C. E. NO. 41983
(0 IM DATE. Ap VED 8 o
N w EXP. CHECKED BY. DRAWING NO.:
LO MWDSC 3 INCH BRASS DISK STAMPED w33A W2. TOLL FREE 1-800-227-2600 BC JA J 7
-11
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .DATE. 4r 3852
NAVD 88 - 1508.50 (FEET) 9600,eO OR-AWIAI& ///17/063 6TY ENGI'PNEER R. C. E. 5115 2 DATE: 71