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ABBREVIATIONS
CITYOPFr VT,�wA nOMs G?TY JV TLc •
o SAN
STAEET/II~WAfEffAAW Fb -PROPERTY LINE
6ERNgROI
CENTERLINE BAND GUTTER. w NO w FWY.
R W RIGHT OF WAY 2
915 LF 1 SAWCUT AND REMOVE EXISTING CUR
1 EA 2 SAWCUT AND REMOVE EXISTING DRIVEWAY: > z
NA STANDARD PLANS THE CONTRACT PROVISIONS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE , ARCH. -ARCHITECTURAL 0 Q z
1 ALL WORK- SHALL' BE IMN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 33 ALL MANHOLES, CLEAN OUT FRAMES, ;COVERS w
R PUBLIC WORKS CONSTRUCTION BOOK"). ALL REFERENCE SPECIFICATIONS AND N COMPLETION OF PAVING. T.C. _ --TOP OF CURB � C PAVEMENT.
AND THE .STANDARD. SPECIFICATIONS FOR ( ) PAVING CONTRACTOR UPON 60,800 SF D SAWCUT AND REMOVE EXISTING A o SLOVER Q AVENUE
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. F. L. -FLOW LINE
34 UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, F.S. -FINISH SURFACE 880 SF 4 VE EXISTING 'CROSS GUTTER AND SPANDREL NUE
0 REMOVE JURUPA AVE
2 WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. T.S. -TOP OF CONCRETE SLAB Z
PRECEDENCE PROVISIONS IIN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER H.P. �-a-HIGH POINT 767 LF 5 REMOVE EXISTING AO BERM. � v
P 0
FOR RESOLUTION: 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY F.F. �-FINISH FLOOR w
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. w
R:D -ROOT DRAIN 1 EA O REMOVE EXISTING SIGN. ad a `
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. R:C.INVERT P. -REINFORCED CONCRETE PIPE
36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD; WHO SHALL PROVIDE 85,632 SF 7 COLD PLANE AS NEEDED AND PROVIDE MINIMUM 1 1/2" AC MARLAY �, �- AVENUE
INV
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING RECORD DRAWINGS TO THE CITY ENGINEER. . OVERLAY TO MATCH PROPOSED GRADES. SEE SHEET 2 o z �
DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS S -SLOPE��`j bj
w
PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CIN LIMITS. CALL (909) 350-7510. F.G. —FINISH GRADE 7 EA V CONSTRUCT TRAFFIC VISIBILITY MARKER PER CITY OF FONTANA STD. N0. 142. 9 o
S.D. _STORM DRAIN of 4
5 EA `:J RELOCATE EXISTING FIRE HYDRANT. LiTOR SHALL CONFIRM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES: DESCRIBED IN THE STATE OF T.R: TOP ;OF RAIU LJ
>
5 THE CONTRACTOR MC ST. LT. -STREET LIGHT 6 EA 10 RELOCATE EXISTING POWER POLE AND GUY ANCHOR. a
CALIFORRNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC
-�-�/ 0
ENGINEER. O 1 1 STORM DRAIN CONS 1 RUC110N NOTES GS BREAK
G I/ �j
B. GRADE V �C�NI / / M/`i P
H. HEIGHT OF RETAINING 3 EA 11 .RELOCATE EXISTING PULL BOX PER"ELECTRICAL, TELEPHONE OR TRAFFIC PLANS
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER C:F. -CURB FACE
TRAFFIC CONTROL DEVICES AT ALL TIMES. 1 EA 40 CON E COLLAR PER A.P.W.A. STD PLAN NO. 380- 0 TING TRAFFIC SIGN PER SIGNING/STRIPING PLAN CITY DWG. NO. 3130
CONSTRUCT CONCRETE 2, SEE SHEET 9. tB.W: -BACK OF WALK 5 EA 12 RELOCATE EXISTING N.T.S.
L.S. -LANDSCAPING
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK, FOR TRENCHES 5 49 LF 41 CONSTRUCT 24" RCP tD3WOW/ CONCRETE BACKFILL A.B. -AGGREGATE BASTE 4 EA 13 REMOVE EXISTING STREET LIGHT.
STATE DIVISION OF INDUSTRIAL SAFETY: - O
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA � � P.V:C. PQLYVINYLCHLORIDE
1 EA 42 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD PLAN NO. 300-2, SEE SHEET 9. C.LP. -CAST IRON PIPE 2 EA 14 RELOCATE EXISTING TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLAN CITY DWG: NO. 3012 SET DN X
8 THE WALLS AND FACES OF. ALL EXCAVATIONS GREATER THAN FIVE5 FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING
F.H. -FIRE :HYDRANT
OF, THE GROUND' OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL, SAFETY OF THE 1 EA 43 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD PLAN NO. 313-1 CASE B, SEE SHEET 9. 1 EA 15 REMOVE EXISTING CATCH BASIN. SHEET NO. DESCRIPTION
STATE OF, CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND 0 P:P. -POWER -POLE
C.B. -CATCH BASIN 16 PROTECT IN PLACE. 1 GENERAL NOTES
MOVEMENT:
R= -RATE, OF GRADE 2 TYPICAL CROSS SECTIONS AND DETAILS
B.C.R. -BEGIN CURB RETURN 14 EA 17 ADJUST TO GRADE EXISTING WATER VALVE PER CITY OF FONTANA STD. NO. 130.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A 3 JURUPA AVENUE -STREET PLAN AND PROFILE
SEPARATE PERMIT FOR THAT PURPOSE C ry0=FC�1/T.4/1G4, G 'IV�OTA91CAT1�V L 'T E.C.R. END CURB RETURN 3 EA 18 ADJUST TO GRADE EXISTING ELECTRICAL VAULT/MANHOLE.
L.P. -LOW POINT 4 JURUPA AVENUE -STREET PLAN AND PROFILE
CITY OF FONTANA PACIFIC BELL CO. PA AVENUE -STREET PLAN AND PROFILE
10 THE LOCATIONS OF UTILITIES ',SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE BE THE S.W.S--STEM WALL 7 EA 19 ADJUST TO GRADE EXISTING SEWER MH PER CITY OF FONTANA 5 JURUPA
UTILITIES, 8353 SIERRA VENUE O ATTN: VIRGINIA BECKER R MANHOLES OR PER SHEET 7 & 8 FOR IEUA
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE, TRUE .LOCATION AND ELEVATION OF ANY. 'EXISTING T ADO STREET T.O.P. --TOP OF. PIPE STD. ;109 FOR CITY SEWS 6 ETIWANDA AVENUE -STREET PLAN AND PROFILE
AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 8353 SIERRA: AVENUE 3939 IM CA. 92807 B.O.P. BOTTOM OF PIP
FONTANA, CA. 92335 ANAHEIM - E SEWER MANHOLES AND REFER TO S.S.P.W:C. SECTION 302'& 306: STANDARD FOR
ALERT AT 1=800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. (909) 350-6632 (714) 666-5467 T. F. TOP OF FOOTING 7 IEUA ST
74,800 SF
20 CONSTRUCT 6.5" MIN. ASPHALT CONC. PAVEMENT OVER 953 COMPACTED SUBGRADE. MANHOLE DETAILS
T.W. --TOP :OF WALL 8 IEUA STANDARD FOR MANHOLE DETAILS
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING; BUT NOT LIMITED TO, GAS -= ASE 3,850 LF 21 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD: NO. 1003.
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM C.M.B. CRUSHED ET B 9 DETAILS
SO.: CALIF: GAS.: CO. ; UNDERGROUND SERVICE ALERT S.F. ; -SQUARE FEET
DRAIN, FLOOD CONTROL AND CALTRANS: ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK ATTN: DENNIS FREEMAN 800 227-2600 3,933 LF 22 CONSTRUCT 8" ,CURB PER CITY OF ,FONTANA STD. N0. 1003.
AROUND THEIR FACILITIES. 1981 W. LUGONIA AVENUE ( ) (0.00) -EXISTING ELEVATION
R981 W. S, GO IA AVE B.O.W. -BOTTOM OF WALL 5,000 SF 23 CONSTRUCT COMMERCIAL DRWY ENTRANCE PER CITY OF FONTANA STD. NO. 102-C
CA.COMCAST (CABLE TV) 0
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE, AGENCY (909) 335-7547 ATTN: JACK HAYES T.G. -TOP OF GRATE (MODIFIED)
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER EMER. (800) 427-2200 1205 DUPONT AVENUE N.G. -NATURAL GRADE 22,000 SF 24 CONSTRUCT 4" THICK CONC..SIDEWALK PER CITY OF FONTANA STD. NO. 1015.
REQUIREMENTS. ONTARIO, CA. 91761 TOP -TOP OF SLOPE
SO. CALIF, EDISON CO. (909) 390-4738 TOE -TOE OF SLOPE 1 EA 25 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1006.
13 CURVE DATA REFERS TO THE FACE OF THE CURB 300 N. PEPPER AVE. E.P. -EDGE OF PAVEMENT 1 EA 26 CONSTRUCT BUS BAY PER CITY OF FONTANA STD NO. 1014. R W
RIALTO, CA. 923766 GENERAL TELEPHONE CO. A.C. 'ASPHALT CONCRETE
14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 909 820-5598 - UNDERGRND ATTN: STEVE HOCK C. L. F. -CHAIN LINK FENCE 27 CONSTRUCT MEDIAN REVERSE TAPER PER CALTRANS HIGHWAY DESIGN
910 875-5100 TRANS 1400 E. PHILLIPS BLVD: CONC. -CONCRETE MANUAL TABLE 405-2A. SEE SHEET 2.
15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE 213 637-1233 - PIPELINES ONTARIO, CA. 91766 2"
WORK TO THE PLAN GRADES.; THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 1909 357-6223 - DISTRICT (800) 422-4133 PKWY DRAIN -PARKWAY DRAIN 2s CONSTRUCT MEDIAN FLARE PER CALTRANS HIGHWAY DESIGN
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. H.C. HANDICAP MANUAL TABLE 405-4. SEE SHEET 2. 9"
EXIST. -EXISTING 4,493 SF 29 CONSTRUCT FULL DEPTH AC PAVEMENT: EXISTING TOP OF CURB SHALL
R BENCH MARKS SAN BERANRDINO COUNTY INLAND EMPIRE UTILITIES AGENCY TRANS PAD -TRANSFORMER PAD 0 MATCH EXISTING GRADE
16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES 0 TRANSPORTATION FLOOD 9400 CHERRY AVE., BLDG. A. " GRADE
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. / BLDG BUILDING 100 LF 30 CONSTRUCT 8 AC DIKE PER CITY OF FONTANA STD. NO. 136 _
CONTROL DEPT. FONTANA, CA. 92335
825 EAST THIRD STREET P.O. BOX 697 M. -MANHOLE 4
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH SAN BERNARDINO, CA. RANCHO CUCAMONGA, CA. 91729 T. B. -TOP OF BERM 16 EA 31 INSTALL STREET LIGHT PER CITY STANDARD PLAN N0. 1016
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE 92415-0835 (909) 357-0241 R. D. -ROOF DRAIN _ '
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK (909) 387 2800 - 2 EA 32 CONSTRUCT PARKWAY DRAIN PER APWA STD PLAN 151 1, S=4 , 2 4:12 BATTER
PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. R�R.L. RIDGE' LINE SEE DETAIL ON SHEET 9. o @�
G.B. -GRADE BREAK 53 LF 33 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE A, 4 F.G. ELEV. PER PLAN
NTS AND BUSINESSES AT ALL TIMES. A
18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDE NE MINIMUM 12 FOOT LANE FONTANA WATER- COMPANY I.E.U.A: -INLAND EMPIRE: UTILITIES AGENCY SEE SHEET 9. � `' Q' -____may
SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ATTN: AL KROHN N.R.W. NON -RECLAIMABLE WASTEWATER
16803 SPRING ST, 85 LF 34 CONSTRUCT VARIABLE HEIGHT CONC. CURB PER DETAIL ON SHEET 1 • o
FONTANA, CA. 92335 S.S.P.W.C. STANDARD SPECIFICATIONS
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, IN ADEQUATE WATERING, AT (909) 822-2201 FOR PUBLIC WORKS CONSTRUCTION 1 EA 35 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1007.
ALL TIMES. _DG(JA, pOUi31LE GNirG}C=DETEGTd1Z AMBL`1'_ 1 EA 36 RELOCATE"
20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES EXISTING WATER VALVE. 14 TO 17
VARIES
PER HOUR. 2 EA 37 ADJUST TO GRADE EXISTING TELEPHONE MANHOLE/VAULT
S77MET LKOiT
21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 1 EA 38 RELOCATE EXISTING TELEPHONE CABINET BY TELEPHONE COMPANY.AFIABL.� ; H �`IG� ,�„/�RB
O __
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 4-
22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. �9 22000 LUMEN HPSV STREET LIGHT (200WATT; #20)
LEC�ND 4 EA 39 REMOVE EXISTING TELEPHONE POLE BY TELEPHONE COMPANY. r'I •5•
30 FT LUMINAIRE HEIGHT
23 A GEOTECHNICHAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL AFH EXIST. FIRE HYDRANT - - —CATV— - = EXIST. CABLE TV CONDUIT D
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS 0 e wM EDGE OF A.C. PAVEMENT
OBTAINED. FUTURE STREET LIGHT LOCATION EXIST. WATER METER EXIST.
(22000 LUMEN HPSV, 200 WATT, #20) AND GUTTER a
24 CARE SHOULD BE TAKEN TO 'PREVENT GRADES, DITCHES, AND, SWALES FROM UNDERMINING STREET 'IMPROVEMENTS. UPON •' EXIST. WATER VALVE —
EXIST: CURB A
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING k EXISTING STREET LIGHT AS V. EXIST. "GAS VALVE S8 EXIST: SANITARY SEWER
IMPROVEMENTS.
- GUY WIRE/DEADMAN NRW 8.; EXIST: NON -RECLAIMABLE WASTEWATER OR
25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION
Vi�/11bi/1�E��i7 /11V%/�iE TO C:�%AC%%" 0P EXIST. PDWER POLE INDUSTRIAL SEWER LINE
AND SHALL CONFORM TO THE CITY OF FONTANA STANDARDS DETAILS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR I- EXIST. TRAFFIC SI
COLOR AND FINISH TO MATCH EXISTING STRUCTURES SIGNAL 3— EXIST: STORM DRAIN
24' SD
26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THEUj
CONCRETE. AVAILABLE RECORDS TO THE BEST, .OF MY KNOWLEDGE THERE ARE NO •� EXIST. CROSSWALK SIGNAL G EXIST. GAS LINE N P. A �1y 60
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS: ❑ STREET LIGHTING BOX T EXIST. TELEPHONE CONDUIT Q /�/�
27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES i0" a
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF —= EXIST. STREET LIGHT w EXIST. WATER LINE
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE SDMH EXIST. STORMDRA(N MANHOLE �g�G - EXIST: CONTOUR
AND APPROVED. NHOLE _
RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER & SEWER LINES AND I EWER MA, E LINE EES 5
APPURTENNANCES DURING, GRADING OPERATIONS AND HE SHALL MAKE OR sMH EXIST. S NEW PIP
CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE. SN
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. VLT. EXIST. VAULT---�-�-- PROPERTY LINE JURUPA AVENUE
PAVEMENT SECTION NOTES: d EXIST. SIGN NEW FIRE HYDRANT
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM OF 95% RELATIVE
COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 IINCHES. ASPHALTIC ❑ NEW WATER METER - 4
31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CONCRETE SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION (CA 304) SHED -o
TREE NEW WATER VALVE
CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS. • SHEET 3 0
AMOUNT OF PAVEMENT WILL BE DETERMINED BY TEST. SUBDIVIDER'S SOILS Q NEW THRUST BLOCK 21
32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/QR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE ENGINEER SHALL PROVIDE TESTS AFTER STREETS HAVE BEEN ROUGH TSB n
GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL SECTION NEW SEWER MANHOLE
ROUGHMGRADING. Y A GEOTECHNICHAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF d EXIST. TRAFFIC SIGNAL BOX O D
TO BE CONSTRUCTED. THE `TABLES BELOW REPRESENT VARYING A.C. GM O NEW SEWED CLEAN OUT M
THICKNESSES ALLOWABLE FOR A RANGE OF SUBRADE R- VALUES. EXIST. GAS METER
MB 0 NEW SEWER MANHOLE
� EXIST: MAIL BOX
0' 1 TMH EXIST. TELEPHONE MANHOLE ® NEW CATCH BASIN
INLAND EMPIRE -- 1854.69 EXIST. GRADE ELEVATION NEW STORM DRAIN PIPE
APPROVED BY: I' 3 /IVI�EX /1�4
UTILITIES AGENCY a NEW A.c. ovERLAY
.�
3
.:.:' ,_,::•. CONSTRUCTION NOTES BUBBLE
r�U+ Date S (lob
,/ .fir oi�'✓Lt� ""''''' COLD PLANE AND OVERLAY
aX / LOCATION MAILING ADDRESS
_ .. ,, 200 .400 � � 800 1200
CIVIL ENGINEER FOR LE.U.A. ;• 9400 Cherry Avenue, Building A Post Office Box 697 PROPOSED STREET LIGHT SCALE — 400
Fontana, California 92335 Rancho Cucamonga,, California 91730 THI LIDS 1=NG C 11`�C DATE 0 PROPOSED CONTOUR Last T01.d:4/29/07
Telephone (909) 357-0241
2007ST01dWg
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE / &&1717 I/7C. CITY T T O F: FONTANA,: CALIFORNIA.
� ,FESS/p
�hienes En � g,
Q � ' Q N,rf CML ENG/NEER/NG •LAND SURI�£Y'lNG
BASIS OF BEARINGS: BENCH MARK: 0 I RECORD PRMING fsY M"ES FEWC-,�. 0/121M H•A L r"�r 0 l
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��`� pK I Ac ��c a Mi CALIFORM AVENUE ST�i��T IMFF tCS`/�M�NT PLANS .
THE BEARINGS SHOWN HEREON ARE CITY OF FONTANA B.M. 581
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ����� 'y »v(»4)s2/-rapt FAx(»4t-4/�s a
AND A DRAWN BY:
OF RAILROAD SPIKE IN EASTERLY SHOWN HEREON C RRIED FORTH IN A DILIGENT MANNER, z VERT. - 0
BASED ON THE CENTERLINERT E+TIWAWA .JURUPA A SCA HORIZ. 1'' = 40'
REVISIONS TO * R.C.E. N0. 43293 * Prepared Under The Supervision Of
ETIWANDA AVENUE BEING FACE OF POWER POLE NO. 674320 E DIA THE CITY ENGINEER MAY REQUIRETHE PLANS TO DESIGNED BY: DATE:
L TW❑ WORKING v' Exp. 5-31-04 .`� - P.M. 15560,%* R 00-1 1
N 00°29'30"E AS PER PARCEL MAP AT THE NORTHWEST CORNER OF BEFORE Days BEF❑RE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND -' GR.4/30/02
S IN EFFECT. F O Date 30 pZ CHECKED BY: APPRO D B .
N0. 512 P.M.B. 48/51. JURUPA AVENUE AND MULBERRY AVENUE YOU DIG Y❑u DIG STANDARD 9T Cl V \\- `�� 4 - DRAWING No.: 1
TOLL FREE 1-800-2�7-2600 �F C NO HAIDOOK I. AGH N RCE NO. 43293 HIA � '�
9 1 8.� 0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT `'11� 9
ELEV. CITY ENGINEER R.C.E. 51152 `DATE:
D4G35-I