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DI F OPTIONAL OUTSIDE = A - - -
-'� EDGES TO BE
EDGE OF CONCRETE N � c•i CURB OPENING ��- - - - - - I i N 0 T E
ROUNDED TO c W CAT BASIN (S)
o SARs 1 75 """ 1311 R NOTES `T I I
73 ww (3•) OC $azo I I B 1. ALL EXPOSED EDGES SHALL BE ROUNDED TOA 15 mm (HALF INCH) RADIUS.
1011(.3) TIE BAR l R=ID OF SPUR ♦ ♦ I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS r- �-- - -
C t 1 C THAN 867 mm (2 10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN- _ _ 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
4-20M(•6). E BARS A PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND , 4son.• �� 1 THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
975 m (3'-3•) LON9. CURB POINT Aas) INT B ppINT D a PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
SEE NOTE 2 L- -j 4-I5M(•4) H DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED POINT C y � WTMI
D BARS iOMI.3) TIE BAR BARS 900 wA PER SECTION C -C. WHEN DIAMETER OI IS 1200 mm (48') OR LESS. CENTER + �RAIGI{i 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
75 w (31) OC. 1.2 le (3'-0') LONG OF SHAFT MAY BE LOCATED PER NOTE 2. (,E OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
SEE NOTE 9 I 3-ISM(•4) J BARS 1.4 m (4'-0•) POINT E 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
(4'-B•) LONG 75 w.t34 OC 2. 'CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
COWT.ADD'L. BARS 130 ww DETAIL •N• v POINT F L.A 13 � G �� THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
STORM DRAIN WHEN DIAMETER D IS 1200 mm (48•) OR LESS. IN WHICH CASE ItOw
F 4 F (6•) OC TO INSIDE EDGE I ! SOS m ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
OF
MOLE. SEE NOTE 2 WIM AND COYER NOT SIIOwIB PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE W Lam_ i� THE ELEVATIONS OF POINTS P AND R SHALL BE SET Hz HIGHER THAN THE GUTTER FLOW LINE
PLAN (SEE NOTE 1) AND OMIT J BARS. o M N x
D �_ j ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
(SHAFT NOT SHOMIIII 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN { - - - _ _ _ / THE ELEVATION OF POINT S SHALL BE SET HZ HIGHER THAN THE ELEVATION AT THE NEAREST
ON THE PROJECT DRAWINGS r -_ - - - - r" GUTTER FLOW LINE.
MANHOLE FRAME A. D2=2400 mm (96') OR LESS, L=1.7 m (5'-6•). P=130 mm (5') POINT D 1 WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
STREET AND COVER PER B. D2 OVER 2400 mm (961), L=1.8 m (6•-0'). P=210 mm (8') 1 NT A �Il� B �� C FLOW LINE E SHALL BE SET H• HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
GRADE STO. PLAN 630 L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE FLOW LINE PROFILE
610 w (24'1 ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS CASE A 5. DIMENSIONS:
MANHOLE SHAFT 12S wn : s0 ww .- �I PIPE SEAT LEVEL. '" N L W -L N H - NOTED ON THE PROJECT PLANS.
SHALL BE CONTINUED 150 mm (6') OC. -
PER STD. (5•:2•) r� D Hl - NOTED ON THE PROJECT PLANS.
PLAN 324 PIPE SEAT - SEE NOTE 6 4. STATIONS OF MANHOLES. SHOWN ON PROJECT DRAWINGS APPLY AT CENTER s�
1-� ..,,,= H NOTED ON THE PROJECT PLANS.
900 w (3'-0 E gARg W •'I LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND N�Ti CURB OPENING - - - H2 S NOTED ON THE PROJECT PUNS.
TIE BARS a E BARS 1 REFER TO THE PROLONGED INVERT GRADE LINES. E=o, CATCH BASIN (s) -
STEPSIL r. LJB�.kRSS.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615. cW G - 600 mm (2 FeeUw3zo I Ic K- 1.5 m (5 Feet)
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- �-TIE BAR t a' o FACES UNLESS OTHERWISE SHOWN. - - - - - - -125 n (5•) F J BARS P -L - 1.8 m (6 Feet)
curt6 1M 1.2 m (4 Feet)
ROUND EDGES 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. CURB POINT A INT B POINT D a
TO 75 we (3') R SPRING LINE T POINT C �UTT�1 N - 1.5 m (5 Feet)
I5M(M) O 450 wn T. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION T -4 WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
15hK 4) BOTH ELEVATION GRADE POINTS. �{ EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY POINT E FOR MUTIPLE CATCH BASINS.
WAYS To BE USED APPLIES AT SEE NOTE 4 BE PLACED AT SPRING LINE. F C �� G `' THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
M.
WHEN % IS 1500 em THIS POINT j < DIIIAMlll OF FLOW PLAN - OF FLOW 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
(60•) OR OYE - SECTION B -B S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A �`UK o VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
SECTION A -A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F =U N L
WO L N� =I�' VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
SHOWN ON TABLE SH. 2. 1 BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
CONCRETE RINGS -STREET 9. D BARS SHALL BE 15M(04) FOR D2=975 mm(39•) OR LESS." I5M(•5) FOR S- I-- _ _ - - �� VALUES.
PER STD.125 M x 25 w (5'I1') D2 =1050 mm (42.) TO 2100 mm (84') INCLUSIVE AND 20M(•6) FOR
PLAN 324 RING SEAT D2=2250 mm (90') OR OVER.
OMS THIS a H BARS f POINT D
POINT A POINT B POINT C
PAVED _ SEE TABLE 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT FLOW LINE PROFILE FLOW LINE
STREETS VARIABLE SPRING LINE UNLESS OTHERWISE SHOWN.
CASE B
Iso ..
H BARS �- s• II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE 25 (1'I 150 mm (67 25wn n•I 15D„i,,, ce-) 25 mm a•1
Iso w (6 E BARS SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm 05') OC. M M,G,OR VAR.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241) ABOVE THE INVERT.
400 wA p6') FOR i0M(•3 OR MI ,a YAR. VAR.
PAVED STREETS. F 16'1 J� TIE BARS 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE; _ �"'" �- r_VAR�- -}--
650 w (2'-2') FOR I- t29
UNPAVED STREETS J BARS A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN �cURe _ _ RI
ROUND LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42') I I FACE _ a E `� ' •�• VALLEY C �;� " .• VALLEY
EDGES INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (334 OR
TO 73 uiw
I3•)R LESS STANDARD PLAN 321 SHALL BE USED.
SECTION C -C SECTION A -A SECTION B -B SECTION C -C
I I I I U Q�pFESS/0�,
HUR q�Fy (D
BASIS OF BEARINGS: LEGAL DESCRIPTION: OVVNER/DEVELOPER U)
LU No. 31681
THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION °C Exp I t 0 a
SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES � � 0
J
N89'59'18"W PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 �f'9l �! o >
NO.,13750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6Corona, ca 92880-2896 FOF A�
WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 ) �o
BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 I N
COUNTY. o °O
BENCH MARK:OD, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA C
o ❑n nR fW1 & Fbrenm, Inc. DESCRIBED BY METROPOLITAN WATER DISTRICT SO.CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS/ C�COYOTE CANYON
O ZHUR i Civil Engineering Planning Surveying Public Works o `°
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �`'' �R t;y � 9 9 ' 9 ' Y 9
y o° �`�y 9130 Anaheim PL, Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: STORM DRAIN IMPROVEMENT PLANS SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z 9 . TRM NTS Q
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED UNDER THE SUPERVISION OF: DETAIL SHEET
DIAL(1
TWO WORKING ''' i No. 31681 z � DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH * Exp. 12/31/04 * TRM TR T 16326, 16325-2, & 14274-1 APRIL 2004 v 4)
BEFOREDAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND &P Z
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIGYOU DIG �9j CIV►L / / CHECKED BY: APP VED BY: / DRAWING NO.: MO
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD TOLL FREE 00- STANDARDS IN EFFECT. F cA`�Ed' 4 1 14 / vq - �(O'v 10 co
MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT HAROLD A C LON, P.E.R.C.E. 31681 DA RDC 3429 10 o a
NAVD 88 -1508.56 (FEET) �1 RECORD DRAWINCT (i'K H.Gt. (i.�o ITY ENGINEER -_R. . . 51152 DATE: o
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
srAMDA1m PIAN
320 -1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320 1LIET=
SHEET
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
RECORD DRAWINC,
..
0
LMS
MANN PIKE TO, PIP4,",M(N
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 36- OR LARGER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
6TA1� PLAN
313 -1
SHEEP4 0F,
PwooATMnTMe
PUMMMMO"
„�
MANHOLE PIPE TO PIPE MAIN LINE
It900i`t 3 OR. LARGER
320 - 1
SHEET I OF
�� PUBS SKS ASSOCIATION -SOUTHERN CALEORNIA CHAPTER
>;TAIPLAN
320 -1 METRIC
° °�,
�y
��
LOCAL DEPRESSIONS
AT CATCH BASINS
IUSE
�T+
METRIC
313 -1
sem+ OF,
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
LOCAL DEPRESSIONS AT CATCH BASINS
IIGE VATH sT Tnnw FOIL PUBLIC CONBT 1UCT,DN
ITN STANDARD ��►TNDNB FOR PUKI1C VIOMM CONSTRUUTION
I I I I U Q�pFESS/0�,
HUR q�Fy (D
BASIS OF BEARINGS: LEGAL DESCRIPTION: OVVNER/DEVELOPER U)
LU No. 31681
THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION °C Exp I t 0 a
SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES � � 0
J
N89'59'18"W PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 �f'9l �! o >
NO.,13750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6Corona, ca 92880-2896 FOF A�
WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 ) �o
BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 I N
COUNTY. o °O
BENCH MARK:OD, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA C
o ❑n nR fW1 & Fbrenm, Inc. DESCRIBED BY METROPOLITAN WATER DISTRICT SO.CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS/ C�COYOTE CANYON
O ZHUR i Civil Engineering Planning Surveying Public Works o `°
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �`'' �R t;y � 9 9 ' 9 ' Y 9
y o° �`�y 9130 Anaheim PL, Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: STORM DRAIN IMPROVEMENT PLANS SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z 9 . TRM NTS Q
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED UNDER THE SUPERVISION OF: DETAIL SHEET
DIAL(1
TWO WORKING ''' i No. 31681 z � DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH * Exp. 12/31/04 * TRM TR T 16326, 16325-2, & 14274-1 APRIL 2004 v 4)
BEFOREDAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND &P Z
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIGYOU DIG �9j CIV►L / / CHECKED BY: APP VED BY: / DRAWING NO.: MO
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD TOLL FREE 00- STANDARDS IN EFFECT. F cA`�Ed' 4 1 14 / vq - �(O'v 10 co
MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT HAROLD A C LON, P.E.R.C.E. 31681 DA RDC 3429 10 o a
NAVD 88 -1508.56 (FEET) �1 RECORD DRAWINCT (i'K H.Gt. (i.�o ITY ENGINEER -_R. . . 51152 DATE: o
AMEwcAN PusL�c woR cs A OCIATION - sounl tc cH�PrER
srAMDA1m PIAN
320 -1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320 1LIET=
SHEET
RECORD DRAWINC,
..
0
LMS
MANN PIKE TO, PIP4,",M(N
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 36- OR LARGER
ID 9tl6 rt m. 3t" fNGIIEET2DF,
R --
mm
TABLE OF VALUES FOR F
8. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
V)
EOUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
A _d0ownswal.-
"I
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
7 "
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
1 1 1
112 X (4 195 ww 7 /4•
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
i ww 4
LINE OF THE LATERAL ENTERS . THE MANHOLE.
175 5 •M�w it
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
am 1W
THE MANHOLE BE GREATER THAN 750 mm (30').
1425 we )230
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
IS w 63'
1650 ern 66•)
UNLESS OTHERWISE SHOWN..
1725 we 16 ') 7 /4•
1600 wA (72•) 260 Awl: 0M
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
4• 320 w uz I/
15. WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS SPECIFIED
04•
REFER TO STANDARD PLAN 326.
2550 ww Uor 95 ww -1
7 1)L 405 ww 16•
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
2e50 ww (1141) 420 nn� (16v2•)
SPECIFIED REFER TO STANDARD PLAN 328.
4
430 ww 1r)
3300 mm I nrr )7 1/
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm t36') WITHOUT REDUCER IS
4 44 171/r
-SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT -EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS.
ABLE OF VALUES -FOR M (SEE NO I)
THE FOLLOWING STANDARD PLANS'ARE INCORPORATED HEREIN:
SECTION P&V9 STREET U1I'AYED ST ,-
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
MIN' MIN' .
A -A 1667 w 2'-1 1 1060 M (3'-6•
326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER
C -C282 an m 7 we toyr 410 ww (l •) 3 ww 1
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (361) WITHOUT REDUCER
630 610 mm (241 MANHOLE -FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP -
636 POLYPROPYLENE PLASTIC STEP
3
v
O
t
I
I
_ \
N
J
rn
I I I I U Q�pFESS/0�,
HUR q�Fy (D
BASIS OF BEARINGS: LEGAL DESCRIPTION: OVVNER/DEVELOPER U)
LU No. 31681
THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION °C Exp I t 0 a
SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES � � 0
J
N89'59'18"W PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 �f'9l �! o >
NO.,13750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6Corona, ca 92880-2896 FOF A�
WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 ) �o
BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 I N
COUNTY. o °O
BENCH MARK:OD, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA C
o ❑n nR fW1 & Fbrenm, Inc. DESCRIBED BY METROPOLITAN WATER DISTRICT SO.CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS/ C�COYOTE CANYON
O ZHUR i Civil Engineering Planning Surveying Public Works o `°
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �`'' �R t;y � 9 9 ' 9 ' Y 9
y o° �`�y 9130 Anaheim PL, Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: STORM DRAIN IMPROVEMENT PLANS SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z 9 . TRM NTS Q
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED UNDER THE SUPERVISION OF: DETAIL SHEET
DIAL(1
TWO WORKING ''' i No. 31681 z � DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH * Exp. 12/31/04 * TRM TR T 16326, 16325-2, & 14274-1 APRIL 2004 v 4)
BEFOREDAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND &P Z
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIGYOU DIG �9j CIV►L / / CHECKED BY: APP VED BY: / DRAWING NO.: MO
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD TOLL FREE 00- STANDARDS IN EFFECT. F cA`�Ed' 4 1 14 / vq - �(O'v 10 co
MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT HAROLD A C LON, P.E.R.C.E. 31681 DA RDC 3429 10 o a
NAVD 88 -1508.56 (FEET) �1 RECORD DRAWINCT (i'K H.Gt. (i.�o ITY ENGINEER -_R. . . 51152 DATE: o
AMEwcAN PusL�c woR cs A OCIATION - sounl tc cH�PrER
srAMDA1m PIAN
320 -1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320 1LIET=
SHEET
RECORD DRAWINC,
..
0
LMS
MANN PIKE TO, PIP4,",M(N
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 36- OR LARGER
ID 9tl6 rt m. 3t" fNGIIEET2DF,
R --
mm
V)
-: _
A _d0ownswal.-
"I
I I I I U Q�pFESS/0�,
HUR q�Fy (D
BASIS OF BEARINGS: LEGAL DESCRIPTION: OVVNER/DEVELOPER U)
LU No. 31681
THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION °C Exp I t 0 a
SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES � � 0
J
N89'59'18"W PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 �f'9l �! o >
NO.,13750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6Corona, ca 92880-2896 FOF A�
WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 ) �o
BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 I N
COUNTY. o °O
BENCH MARK:OD, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA C
o ❑n nR fW1 & Fbrenm, Inc. DESCRIBED BY METROPOLITAN WATER DISTRICT SO.CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS/ C�COYOTE CANYON
O ZHUR i Civil Engineering Planning Surveying Public Works o `°
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �`'' �R t;y � 9 9 ' 9 ' Y 9
y o° �`�y 9130 Anaheim PL, Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: STORM DRAIN IMPROVEMENT PLANS SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z 9 . TRM NTS Q
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED UNDER THE SUPERVISION OF: DETAIL SHEET
DIAL(1
TWO WORKING ''' i No. 31681 z � DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH * Exp. 12/31/04 * TRM TR T 16326, 16325-2, & 14274-1 APRIL 2004 v 4)
BEFOREDAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND &P Z
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIGYOU DIG �9j CIV►L / / CHECKED BY: APP VED BY: / DRAWING NO.: MO
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD TOLL FREE 00- STANDARDS IN EFFECT. F cA`�Ed' 4 1 14 / vq - �(O'v 10 co
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