HomeMy WebLinkAbout3043-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS
OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY
WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED
BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF
THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET
SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING
SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCA11ONS OF U11UTIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL U11UTY COMPANIES
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF CONSTRUC11ON SHALL BE REPLACED. THE
CONTRACTOR SHALL N011FY THE ENGINEER ONE WEEK PRIOR TO THIS CONSTRUCTION SO THAT 11ES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUC11ON AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR TO WRITTEN APPROVAL
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED.
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL
CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE
CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED
CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM
DESIGNATION C700 FOR V.C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
27. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW
FOR MINOR DEFLECTIONS IN ALIGNMENT.
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION
AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED
BY THE CITY ENGINEER.
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE
GROUND SURFACE. WHEN- PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE
LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
AAAAAA ............ CE ......................
TOLL FREE -800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF
THE SEWER LATERAL
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
34. ALL UNDERGROUND U11UTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
STREETS.
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFAC11ON OF THE CITY TRAFFIC
ENGINEER.
38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN
THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO
THESE LINES OR STRUCTURES.
CAUTION:
"THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
NOTICE TO CONTRACTOR:
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME
OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR
PROPOSED" UTILITY HAS BEEN CONSTRUCTED.
UTILITY PURVEYORS:
SEWER
WATER
CIN OF FONTANA
FONTANA WATER COMPANY
8353 SIERRA AVE.
8440 NUEVO AVE
FONTANA, CA. 92335
FONTANA, CA 92335
(909) 350-6632
(909) 822-2201
ATTN: CARLOS NAVARRO
ATTN: AL KROHN
ELECTRICAL
SAN GABRIEL VALLEY WATER COMPANY
5,375 LF
PO BOX 6010
SOUTHERN CALIFORNIA EDISON CO.
EL MONTE, CA 91734-2010
7951 REDWOOD AVE
(626) 448-6183 ext 251
FONTANA, CA 92335
ATTN: LUIS MONTENEGRO
ATTN: JAIME AMESZCULA
(909) 357-6581
GAS
(800) 422-4133
UNDERGROUND: (909) 820-5598
SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSIONS: (909) 820-5137
P.O. BOX 3003, SC8031
REDLANDS, CA 92373-0306
PIPELINES: (213) 657-1233
ATTN: RICKEY REYES
DISTRIBUTION: (909) 357-6589
(909) 335-7508
Q�
(909) 335 7527 (FAX)
TELEPHONE
AS SHOWN
PA 1P aFi i
EMERGENCIES: (800) 427-229
CITY OF FONTANA
73
72
71
70
TRACT-
BOUNDARY69
I!i I 68
h 1 671
SEWER
TRACT 15843
TRACT 15841
Ilk
80
MH 81 s2�- \ AVEI
/ Q,-------_�-_-- - _ -
83 ._l yi--------------- ---- --_
/ 84 ; SHT 6.
_: __.... _ r--. - : -•
` / ! • 1 ., _-2 1 3 , 4 ! 5 , 6 '. 7. .-'. 8
MH
#7 ! ► 1MHI ! ►
85 -STREET_- - 10187
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115 \ 89 ' 90 J i 11
123 ,MH 91 92 93 94 95 96 ' 97 r 99 12
- in #2 I..._ 114 - - - -
122 i = --.-.. l r „7 106 M _
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145
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<147 - _- 160
I! 148 I I 159
149 i 158
150 MHS
.#2 `f
It •.151 `
I -152 153
SERRA____
I,
135 37 38 39 40 52
INDEX MAP
SCALE: 1"=200'
CONSTRUCTION NOTES &QUANTITIES:
15 i
16
17 I p_ TRACT
t.; BOUNDARY
ITEM
DESCRIPTION
QUANTITY
M4
O1
INSTALL 8" EXTRA STRENGTH VCP SEWER
6,402 LF
51i
O2
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
24 EA
�c
O3
INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
5,375 LF
ASTM C 131
TEST GRADING
O
REMOVE STOPPER AND JOIN PIPE
2 EA
00
5O
CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 8 AND PER APWA STD
7 EA
LL_�
PLAN 223-1 CASE D ON SHT 11
v�
6
BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
67 EA
O7
INSTALL 8" VCP STOPPER _ �
2 EA
15 i
16
17 I p_ TRACT
t.; BOUNDARY
' 23 1
MH-- --- I !
#15 24
t J
2. t
2s 5
__j
ARKWAY
6" MIN 6" MIN
10" MAX 10" MAX
3" MAX SIZE NATIVE
SOIL, COMPACTED 95% 1" MAX. SIZE
SELECTED NATIVE SOIL
6" MAX SIZE BEDDING COMPACTED
NATIVE SOIL TO 90%
COMPACTED 90%
Is
1/2" CRUSHED�� ' = �r �= =.�- 04 z
STONE BEDDING
:1- - -
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION • �'
`� R �O p12P�\J1�11� Cs ►� TABLE 200-1.2(A)
'j-
3939 E. CORONADO STREET SHOWN AT RIGHT
ANAHEIM, CA. 92807 CABLE CO.
(714) 666-5500 COMCAST CABLE pQ��FES/0 8" VCP
ATTN: LARRY SIGNAIGO 1205 DUPONT AVE. �y6,
ONTARIO, CA. 91761 -CIO o
(909) 390-4738 ext 3055 C No. 31681
TYPICAL BEDDING FOR
REV. REVISION DESCRIPTION
REVISED QUANTITIES FOR CONSTRUCTION NOTES 1
AND 2, ADDED CONSTRUCTION NOTE 7, SEE SHEETS
2 & 7 FOR ADDITIONAL REVISIONS.
Q 6nRo cQf\w i �) G
Ep
Iz
2 s� 0, „ 8 VCP 10 OR DEEPER
OF CALIF NTS
0�t
3/C:7-0
DATE ENGR. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
5-10-0 ' •I •d Qwc -_SS/0
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL HUf?
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � ,
3%'%�`� 5• •o THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO =
No. 31681 z
Q * Exp. 12/31/04
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND -9j• CIVIC-
F OF CA`�FO
STANDARDS IN EFFECT.
N
Q
TABLE 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1 /2"
MH
M4
-
�
L -LY #24
51i
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
' 23 1
MH-- --- I !
#15 24
t J
2. t
2s 5
__j
ARKWAY
6" MIN 6" MIN
10" MAX 10" MAX
3" MAX SIZE NATIVE
SOIL, COMPACTED 95% 1" MAX. SIZE
SELECTED NATIVE SOIL
6" MAX SIZE BEDDING COMPACTED
NATIVE SOIL TO 90%
COMPACTED 90%
Is
1/2" CRUSHED�� ' = �r �= =.�- 04 z
STONE BEDDING
:1- - -
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION • �'
`� R �O p12P�\J1�11� Cs ►� TABLE 200-1.2(A)
'j-
3939 E. CORONADO STREET SHOWN AT RIGHT
ANAHEIM, CA. 92807 CABLE CO.
(714) 666-5500 COMCAST CABLE pQ��FES/0 8" VCP
ATTN: LARRY SIGNAIGO 1205 DUPONT AVE. �y6,
ONTARIO, CA. 91761 -CIO o
(909) 390-4738 ext 3055 C No. 31681
TYPICAL BEDDING FOR
REV. REVISION DESCRIPTION
REVISED QUANTITIES FOR CONSTRUCTION NOTES 1
AND 2, ADDED CONSTRUCTION NOTE 7, SEE SHEETS
2 & 7 FOR ADDITIONAL REVISIONS.
Q 6nRo cQf\w i �) G
Ep
Iz
2 s� 0, „ 8 VCP 10 OR DEEPER
OF CALIF NTS
0�t
3/C:7-0
DATE ENGR. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
5-10-0 ' •I •d Qwc -_SS/0
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL HUf?
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � ,
3%'%�`� 5• •o THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO =
No. 31681 z
Q * Exp. 12/31/04
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND -9j• CIVIC-
F OF CA`�FO
STANDARDS IN EFFECT.
N
Q
TABLE 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1 /2"
-
1"
-
3/4"
100
1/2"
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
iiT.T.. i w M
1. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THE PLANS PRIOR TO START OF WORK.
�c 2. SEE GENERAL NOTE 30.
G� GPS
15 � pF � pP�'
,FONTANA a•
SUMMIT AVE. /--%/ 1 Y,/SUMMIT
O V l•-
�� w
Q CUR AVENUE Ld U
P JECTUj
SITE J
U> SIERRA V
v w Q PARKWAY
M
10
HIGHLAND AVE.
COUNTY OF SAN BERNARDINO
VICINITY MAP
NTS
BENCH MARK:
THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM
#8-17. IT IS DESCRIBED AS A BRASS CAP IN THE
CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN
SEVAINE RD., 2.65 MI WEST OF SIERRA AVE.
ELEVATION IS 1428.609 FEET.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING IS THE LINE
BETWEEN THE NW COR. SEC. 25, R6W, T1 N (PT. 61) AND
THE NORTHERLY QUARTER COR. OF SAIID SEC. 25 (PT 84).
SAID BEARING IS N89'44'05"E AS SHOWN ON RS
30/58-60.
LEGEND
SEWER LINE
BEGIN CURVE
SEWER LINE
END CURVE
PER OTHER SHEET
CENTERLINE
SEWER LINE
MANHOLE
PER OTHER PLANS
INTERSECTION
EX SEWER LINE
E -X- S
STORM DRAIN LINE
__ --SD_-=-
WATER
-W ------
SEWER MANHOLE
O/•
DIRECTION OF FLOW
WATER UNE
00
RIGHT OF WAY
110+00.001
moor Ha11 &fireman, Inc.
mmri Civil Engineering •Planning •Surveying •Public Works DRAWN BY:
1152 N. Mountain Ave. Ste. 100 •Upland, CA 91786-3669.909-982-7777 REF
PREPARED UND R THE SUPERVISION OF: DESIGNED BY:
) REF
s
_ J V _��(�`-�1�0•-'(Qs�-� (f�/ OZ CHECKED BY:
HAROLD A. GAR ELON R.C.E. 31681 DATE: RLP
BC
BEGIN CURVE
EC
END CURVE
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
EX
EXISTING
S
SEWER LINE
SD
STORM DRAIN UNE
W
WATER UNE
ST
STREET STATION
110+00.001
SEWER STA11ON
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS II
SEWER PLANS
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.C.E. 51152 DATE:
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3043