HomeMy WebLinkAbout2646-1HUNTER'S RIDGE
LOT E1 AND LOT E2WILDERNESS PARK
GENERAL NOTES:
1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST
EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
("GREEN BOOK"), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED
BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA
CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN
CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA,
WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, AND CHAPTER 33
OF THE BUILDING CODE, LATEST EDITION.
2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS,
INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES,
AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION
OF THE GEOTECHNICAL ENGINEER.
3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS
SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER.
4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER
AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE IN
ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND
AS CONTAINED IN THE GEOTECHNICAL REPORT.
5. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF
6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT
LEAST 90% OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD
70-1, OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED
BY THE GEOTECHNICAL ENGINEER.
6. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING
CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
OF THE GEOTECHNICAL ENGINEER BEFORE PROCEEDING FURTHER.
7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO
CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT
PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON
PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED
BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND
BUILDING CONSTRUCTION OPERATIONS.
8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR
SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND
GEOTECHNICAL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT
OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION
HAS BEEN OBTAINED.
9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND
NOTIFYING GRADING INSPECTOR 24 -HOURS PRIOR TO THE START OF WORK.
10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE
ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 3317 OF THE UNIFORM
BUILDING CODE.
11. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND
REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS
AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT
LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE
IRRIGATION LINES.
12. AN AS -GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID
GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION
PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING
INSPECTION.
13. ALL SLOPES EXCEEDING 5 FEET IN VERTICAL HEIGHT AND EXCEEDING 5:1
SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED
WITH APPROVED WATERING SYSTEM.
16. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT
PREPARED BY GEOLABS - WESTLAKE AND ANY AMENDMENTS THERETO,
ARE HEREBY MADE A PART HEREOF.
17. MAINTAIN 5' VERTICAL CLEARANCE BETWEEN WATER AND SEWER LINES.
18. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL
INSPECTIONS IN ACCORDANCE WITH SECTION 3317 OF THE UNIFORM BUILDING
CODE.
19. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS
DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS.
20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES
CONCERNED BEFORE CONSTRUCTION BEGINS.
21. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES.
22. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
24. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF CHAPTER 33 OF UBC 1994.
25. WATER SHALL BE APPLIED TO THE SITE TWICE DAILY IN COMPLIANCE WITH SCAQMD
RULE 403 (FUGITIVE DUST EMISSIONS) TO MITIGATE THE IMPACT OF CONSTRUCTION
GENERATED DUST PARTICULATES.
26. THE APPLICANT MUST SUBMIT A FUGITIVE DUST CONTROL PLAN TO THE CITY
CONCURRENTLY WITH THE PRELIMINARY GRADING PLAN TO REDUCE THE AMOUNT OF
DUST GENERATED DURING GRADING AND COMPACTION. THE PLAN MUST BE APPROVED
BY THE PUBLIC WORKS DEPARTMENT.
27. NO GRADING SHALL TAKE PLACE ONSITE WHEN WIND VELOCITY ONSITE EXCEEDS 15 MILES
PER HOUR WITHOUT ADEQUATE WATERING. THE CITY'S CODE ENFORCEMENT DIVISION
SHALL ENFORCE COMPLIANCE.
28. OBTAIN PERMIT FROM THE SAN BERNARDINO COUNTY AGRICULTURAL COMMISSIONER FOR
THE DUST CONTROL MEASURES. PROVIDE A COPY TO THE CITY OF FONTANA BUILDING
AND SAFETY DIVISION.
29. SHOULD THE GRADING WORK BE DISCONTINUED PRIOR TO COMPLETION, APPLICANT
SHALL BE RESPONSIBLE FOR STABILIZING SOIL WITH A HYDROSEED MIX.
30. FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED,
INSPECTED AND APPROVED BY THE GRADING INSPECTOR PRIOR TO PLACING FILL.
31. THE PERMITTEE SHALL NOTIFY THE ENGINEERING DEPARTMENT AND THE BUILDING
DEPARTMENT WHEN THE GRADING OPERATION IS READY FOR ROUGH GRADE INSPECTION
WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND PROTECTIVE
DEVICES HAVE BEEN COMPLETED AND REQUIRED REPORTS HAVE BEEN SUBMITTED.
32. ALL FILLS SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
A.S.T.M. METHOD D 1557-78 OR APPROVED EQUIVALENT METHOD. CERTIFICATES FROM AN
APPROVED SOIL TESTING. AGENCY SHOWING THE DEGREE OF COMPACTION SHALL BE PROVIDEC
TO THE CITY OF FONTANA BUILDING SUPERINTENDENT, TOGETHER WITH A TABULATION OF
THE PERCENT COMPACTION OBTAINED IN THEIR VARIOUS TESTS AND A PLAN SHOWING THE
LOCATION OF THE TESTS AND A STATEMENT AS TO THE OVERALL STABILITY OF THE GRADING
FOR ITS INTENDED USE.
33. EXISTING UTILITIES ARE SHOWN FROM ALL AVAILABLE INFORMATION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY FOR THE LOCATION, PROTECTION, REMOVAL OR RELOCATION
OF ALL UTILITIES ABOVE OR BELOW GROUND WITHIN THE LIMITS OF GRADING AND ALONG ANY
ROUTE OF TRAVEL OF EQUIPMENT.
34. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED
TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
35. CUT AND FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 2:1, UNLESS OTHERWISE
SPECIFIED, ON THE PLAN AND VERIFIED BY SOILS ENGINEER.
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36. CUT AND FILL SLOPES AND ALL BRUSHED AREAS SHALL BE PLANTED WITH APPROVED
PLANTING AND AN IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH PROPOSED
LANDSCAPE AND IRRIGATION PLANS INCLUDING LOTS ADJACENT TO CANONS.
37. BUILDING PERMITS CAN NOT BE ISSUED UNTIL THE FOLLOWING ITEMS ARE COMPLITED TO THE
SATISFACTION OF THE BUILDING &SAFETY DIVISION.
A) PRECISE GRADING PLANS.
B) GRADING INSPECTION BY A BUILDING AND SAFETY INSPECTOR.
C) FINAL COMPACTION REPORT/CERTIFICATION FROM THE SOIL ENGINEER.
D) GRADE VERIFICATION BY THE CIVIL ENGINEER.
38. NO BUILDING PERMIT SHALL BE ISSUED UNTIL A PRECISE GRADING PLAN HAS BEEN
SUBMITTED AND APPROVED.
39. A SOILS ENGINEER APPROVED BY THE CITY AT DEVELOPER'S EXPENSE SHALL SUPERVISE ALL
GRADING OPERATIONS. THIS SUPERVISION SHALL BE SUCH THAT THE SOILS ENGINEER CAN
DETERMINE THE NATURE OF THE EXCAVATIONS AND FILLS AND KEEP THE WORK UNDER CONTROL.
40. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE INSTALLED PRIOR TO NOVEMBER 1ST AND
SHALL BE MAINTAINED ON THE SITE THROUGH APRIL 15TH OF THE YEAR FOLLOWING.
41. GRADE LEVEL AREAS TO DRAIN AWAY FROM THE TOP EDGES OF SLOPES.
42. GRADING INSPECTION DURING INSTALLATION IS REQUIRED FOR ALL DRAINAGE DEVICES.
FILL TERRACE BENCHES AND FILL SCOPES MUST BE APPROVED BY THE SOILS ENGINEER
AND CITY BUILDING OFFICIAL PRIOR TO TERRACE PAVING.
43. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.
44. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM THE BEGINNING TO COMPLETION
OF GRADING OPERATIONS.
45. THE PERMITTEE OR HIS/HER AGENT SHALL NOTIFY THE CITY WHEN THE GRADING OPERATION IS
READY FOR FINAL INSPECTION. WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE
STRUCTURES AND THEIR PROTECTIVE DEVICES HAVE BEEN COMPLETED AND THE AS -GRADED
PLANS AND REQUIRED REPORTS HAVE BEEN SUBMITTED.
EROSION CONTROL NOTES:
1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE
AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR
ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
2. DEVICES SHALL NOT BE NOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE CITY INSPECTOR.
3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE
END OF EACH WORKING DAY, WHEN THE FIVE-DAY RAIN PROBABILITY
FORECAST EXCEEDS 40 PERCENT.
4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM
CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE
PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO
BE IMMEDIATELY REPAIRED.
5. FILL SLOPES AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP
OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
EROSION CONTROL GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH
STANDARDS AND SPECIFICATIONS AS SET FORTH BY
THE CITY OF FONTANA.
2. SANDBAGS SHALL BE PLACED FLAT AND FIRM AGAINST
EXISTING GROUND AND EACH OTHER. THE PLACEMENT
OF BAGS SHALL CONFORM TO THIS PLAN, THE TYPICAL
AND SECTIONS SHOWN HEREON.
3. STAGGER JOINTS PER TYPICAL SECTION FOR EXTRA
STRENGTH.
4. WATER TRUCKS, OR AN ALTERNATE CITY OF FONTANA
MEASURE SHALL BE PUT INTO OPERATION TO MITIGATE DUST.
APPROVAL BY CONSULTANTS
THIS GRADING PLAN IS ACCEPTED IN REGARD TO SOILS
& GEOLOGIC CONDITIONS AND CONFORMS TO THE
RECOMMENDATIONS OF THE SUPPORTING REPORTS
BY:
SOILS ENGINEER RCE
BY:
ENGINEERING GEOLOGIST CEG NO.
COMPANY: GEOLABS-WESTLAKE VILLAGE
LEGEND OF SYMBOLS:
g0.50
TOP OF CURB ELEVATION
_VC
UNIT
FS
FINISHED SURFACE ELEVATION
FL
FLOW LINE ELEVATION
FG
FINISH GROUND ELEVATION
PAD=1553.5
PAD ELEVATION
HP
HIGH POINT ELEVATION
T_,_
LF
3
EXISTING SPOT ELEVATION
TW
TOP OF WALL
TF
TOP OF FOOTING
GB
GRADE BREAK
T _y,
2:1 SLOPE
EXIST. EGDE OF PAVEMENT
o
DAYLIGHT LINE
-y EXISTING SCREEN WALL
DRAINAGE SWALE
0
N
d -
N
5'
_ 15'
PLAN VIEW
RAIN
8" ROCK EMBEDDED IN 12" GUNITE
OR P.C.C. RIP -RAP PLACED AT
RANDOM WITH MAX SPACING OF
2" BETWEEN ROCKS.
20'
X
00 FLOWLINE OF
DOWN DRAIN
o _`8" ROCK EMBEDDED IN 12" GUNITE
OR P.C.C. RIP -RAP PLACED AT
8' ROCK RIP -RAP 2 RANDOM WITH MAX SPACING OF
PLACED IN CONCRETE 2" BETWEEN ROCKS.
@_RIP -RAP DETAIL
NOT TO SCALE
UTILITY PURVEYORS:
ELECTRICITY
SOUTHERN CALIFORNIA EDISON CO.
DISTRIBUTION PLANNING
7951 REDWOOD AVENUE
FONTANA, CA 92336
(909) 357-6562
CONTACT: ARMANDO GONZALES
GAS
SOUTHERN CALIFORNIA GAS CO.
DISTRIBUTION PLANNING
16231 VALLEY BOULEVARD
FONTANA, CA 92335
(909) 428-8402
CONTACT: DAVID PADILLA
WATER
FONTANA WATER COMPANY
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201
UNDERGROUND UTILITIES & STRUCTURES
SEWER
CITY OF FONTANA
8353 SIERRA AVENUE
P.O. BOX 518
FONTANA, CA 92335
(909) 350-7610
OWNER /DEVELOPER
ALPER DEVELOPMENT
1101 CALIFORNIA AVENUE
CORONA, CA 91719
(909) 739-6100
CONTACT: CRIAG SWARTS
COMCAST CABLEVISION
1205 DUPONT STREET
ONTARIO, CA 91761
(909) 988-8322 X3055
CONTACT: JACK HAYES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS ARE 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."
CON STRU CTI ON SITE
BENCHMARK: ELEV. 1534.50
SET CHIS SQUARE ON CATCH BASIN
AT THE N.W. CURB RETURN
BRIDLEPATH DR. & CHERRY AVE.
50 FT. N.E. C/L BRIDLEPATH DR.
36 FT. N.W. C/L CHERRY AVE.
BENCHMARK: ELEV. 1313.04
FWE 43 - RAILROAD SPIKE IN E.P. BY
PP#1536663E S'LY. SIDE OF BASELINE
220' ELY. OF CHERRY AVE.
Underground Service Alert
GP EF o roc Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
QOFESS/�,y
W ~ No.35275'
* Exp.9/30/99
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OF CAi.��
pen 9-I pveTinAl
BERM DETAIL
NOT TO SCALE
REBAR:
#4 VERT. @ 24" O.C.
#4 HORZ. AS SHOWN 1' 2.5' 2.5' 4"
6" GUNITE CONCRETE OR 0. 2
CONC. BLOCK DIVERTER ':: 4-
1
(SPLASH) WALL PER PLAN 2
Aj
J
00
3" CONC. OR GUNITE REINFORCED
W/ 6"X6" -W1.4 X W1.4 W.W.M.
TREAT EXPOSED SURFACES WITH CURING
COMPOUND
NOTES:
1. CONST. TERRACE DRAIN WITH 6% MIN.
LONGITUDINAL GRADE AS SHOWN ON PLANS
2. GROUND TO BE PRE -WETTED TO THE SATISFACTION
OF THE GRADING INSPECTOR PRIOR TO PLACEMENT
OF CONCRETE OR GUNITE.
3. "BACK -RUB" CONCRETE MORTAR FINISH ON SPLASH
WALL TO ACHIEVE SAME COLOR AND TEXTURE AS
ADJACENT TERRACE DRAIN
@__TERRACE DRAIN
NOT TO SCALE
MARKS CABLEVISION
FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT
4240 HALLMARK PARKWAY
SAN BERNARDINO, CA 92407
(909) 880-0220
CONTACT: JOE DEARMAN
GTE CALIFORNIA. INC.
CAB20VF
870 NORTH MOUNTAIN AVENUE
UPLAND, CA 91786
(909) 931-2472
CONTACT: DANIEL TUCKER
WI LTEL. INC.
FIBER-OPTIC TELECOMMUNICATIONS
LAS VEGAS, NEVADA TO LOS ANGELES, CA
UPLAND, CA 91786
P.O. BOX 21348, MD 26-3
TULSA, OK 74121
918) 588-3397
909) 947-9441 (LOCAL CONTACT)
LOCAL CONTACT: JERRY KENNEDY
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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VICINITY MAP
SHEET INDEX:
4„ 3' 4"
3 CONC. OR GUNITE REINFORCED
,..,, W/ 6"X6" -W1.4 X W1.4 W.W.M.
TREAT EXPOSED SURFACES WITH
00 CURING COMPOUND
DOWN DRAIN
ANCHOR
1
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 LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
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BASIS OF BEARINGS:
THE NORTH LINE OF SECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, S.B.M. BEING
N89°50'00"E PER TRACT NO. 13750
RECORDED IN BOOK 250, PAGES 48
THROUGH 66 OF MAPS, RECORDS OF
SAN BERNARDINO COUNTY.
LEGAL DESCRIPTION:
LOT E1 AND LOT E2 OF TRACT NO. 13750,
IN THE CITY OF FONTANA, COUNTY OF SAN
BERNARDINO, CALIFORNIA, PER AMENDING
MAP RECORDED IN BOOK 250, PAGES 48
TO 66 OF MAPS, RECORDS OF SAN
BERNARDINO COUNTY.
1rT Lj„1.,, SiL IIQN A -A
(TYP.)
N.T.S.
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 PARK SITE WEST OF FOXBOROUGH AVENUE
3 PARK SITE EAST OF FOXBOROUGH AVENUE
4 STORM DRAIN PLAN AND PROFILE
5 DETAILS
OTE: p
GROUND TO BE PRE -WETTED TO THE SATISFACTION
OF THE GRADING INSPECTOR PRIOR TO PLACEMENT
OF CONCRETE OR GUNITE.
n DOWN DRAIN
� Y NOT TO SCALE
CONSTRUCTION NOTES 8c QUANTITIES:
DOWN DRAIN ANCHORS CONSTRUCTED EVERY
10' IN VERTICAL HEIGHT AND AT TOE AND TOP
OF DOWN DRAIN
ITEM
DESCRIPTION
QUANTITY
UNIT
1
CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE,
15,680
SF
SEE GENERAL NOTES NO. 6 & 7 HEREON.
2
CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101.
220
LF
3
CONST. 6" PCC CURB ONLY PER CITY OF FONTANA STD. NO. 101.
509
LF
n
CONST. 4" DECOMPOSED GRANITE OVER 12" OF 95% COMPACTED
15,190
SF
NATIVE, SEE GENERAL NOTES NO. 6 & 7 HEREON.
RURAL(FOREST) GATES TO BE INSTALLED - SEE LANDSCAPE
ARCHITECT PLAN FOR CONSTRUCTION DETAILS AND EXACT LOCATION.
1
LS
6
CONST. CONC. COMMERCIAL DRIVEWAY APPROACH (6" THICK)
120
PER CITY OF FONTANA STD. 102-A
SF
(7
CONSTRUCT DRINKING FOUNTAIN DRAIN PER DETAIL ON SHEET NO. 2
1
LS
8
CONSTRUCT CONCRETE RAMP PER CITY OF FONTANA STD. 104
1
EA
10
CONSTRUCT 18" R.C.P., 1500D.
91
LF
11
CONSTRUCT MANHOLE PER APWA STD. PLAN 321-0.
1
EA
12
CONSTRUCT CATCH BASIN PER APWA STD. PLAN 303-1 (1 GRATE).
2
EA
13
CONSTRUCT TERRACE DRAIN PER DETAIL HEREON.
550
LF
14
CONSTRUCT DOWN DRAIN PER DETAIL HEREON.
75
LF
15
CONSTRUCT RIP -RAP PER DETAIL HEREON.
200
SF
REMOVE AND REPLACE A.C. PAVEMENT W/ FULL DEPTH A.C. PER
16
0
CITY OF FONTANA CITY STD. NO. 131.
124
SF
17
CONSTRUCT 1 /2" COPPER, TYPE M, DOMESTIC WATER PIPE
275
LF
AND APPURTENANCES.
18
CONSTRUCT 2" WATER SERVICE PER STD. DWG. W-126
45
LF
INSTALL 12" X 12" YARD DRAIN WITH 6" PVC DRAIN PIPE (SCH 40)
19
TO OUTLET AT DAYLIGHT PER DETAIL ON SHEET 2
10
EA