HomeMy WebLinkAbout2291-2CURVE
LENGTH
RADIUS
TANGENT
DELTA
91
LINE
LENGTH
BEARING
UTILITY
WATER:
SEWER:
ELECTRIC:
GAS:
TELEPHONE:
CABLE CO.:
PURVEYORS:
CUCAMONGA COUNTY WATER DISTRICT
10440 ASHFORD STREET
CUCAMONGA, CA 91730
(909) 483-7440
CITY OF FONTANA
8353 SIERRA AVE.
FONTANA, CA. 92335
(909) 350-6632
ATTN: CARLOS NAVARRO
SOUTHERN CALIFORNIA EDISON CO.
300 N. PEPPER AVE.
RIALTO, CA. 92376
UNDERGROUND: (909) 357-6233
TRANSMISSIONS: (909) 875-5100
PIPELINES: (213) 657-1233
DISTRIBUTION: (909) 357-6233
SOUTHERN CALIFORNIA GAS CO.
1981 LUGONIA AVE.
REDLANDS, CA 92374
(909) 335-7744
EMERGENCIES: (800) 427-2200
PACIFIC BELL
4025 LA PALMA AVE.
ANAHEIM, CA. 92807
(714) 237-6146
ATTN: DELIA LERMA
COM CAST CA BLE
COM ST CA AVE.
ONTARIO, CA. 91761
(909) 390-4738
C1 23.90' 15.00' 15.34' 91'18'08"
L1 10.75' N29'50'10"E
C2 9.38' 3.00' 377.82' 79'05'24"
L2 34.04' N29'50'10"E
C3 281.08' 1181.00' 141.21' 13'38'12"
L3 16.00' N28'55'35"E
C4 16.94' 32.00' 8.67' 30'19'56"
L4 2.29' N44'40'40"E
C5 10.43' 5.00' 8.57' 119'29'36"
L5 4.67' N14*20'44"E
C6 2.71' 1162.00' 1.35' 00'08'00"
L6 9.81' N44'40'40"E
C7 4.70' 3.00' 2.99' 89'51'09"
L7 13.00' N15'27'55"E
C8 5.30' 1178.00' 2.65' 00'15'28"
L8 16.00' N28'14'04"E
C9 4.72' 3.00' 3.01' 90'09'06"
L9 15.98' N27'46'23"E
C109.00' 1118.00' 4.50' 00'27'40"
L10 29.61' N44'40'40"E
C111 4.41' 3.00' 2.71' 84'1508"
L11 10.75' N29'50'10"E
C12 11.01' 8.00' 6.58' 78'50'35"
L12 34.69' N29'50'10"E
C13 5.55' 3.00' 3.98' 06'03'03"
L14 16.69' N45'19'20"W
C14 4.78' 1137.00' 2.39' 00'14'27"
L15 91.02' N44'40'40"E
C15 23.90' 15.00' 15.34' 91'18'08"
L16 19.00' N45'19'20"W
C16 3.94' 3.00' 2.31' 75'09'31"
L17 16.00' N28'53'39"E
C17 3.83' 1074.00' 1.92' 00'12'16"
L18 16.00' N24'19'56"E
C18 4.72' 3.00' 3.01' 90'09'38"
L19 16.00' N24'19'56"E
C19 81.00 1055.00 40.52 04'23 56
L20 16.00 N20'05 46 E
C20 9.43' 3.00' 2142.00' 80'09'38"
L21 16.00' N20'05'46"E
C21 72.00' 1055.00' 36.01' 03'54'37"
L22 15.97' N16'47'00"E
C22 9.43' 3.00' 2142.00' 80'09'38"
L23 13.68' N14'13'16"E
C23 67.00' 1055.00' 33.51' 03'38'19"
L24 37.95' N44'40'40"E
C24 4.75' 3.00' 3.03' 90'38'31"
L25 10.93' N14*20'44"E
C25 11.62' 1074.00' 5.81' 00'37'12"
L26 13.00' N20'03'03"E
C26 77.41' 50.00' 48.88' 88'42'00"
L27 13.00' N20'03'03"E
C27 26.58' 50.00' 13.61' 30'27'23"
L28 20.43' N74'06'49"W
C28 3.71' 7.00' 1.90' 30'19'56"
L29 16.40' N16'49'32"E
C29 23.75' 15.00' 15.19' 90'42'37"
L30 16.00' N15'25'31 "E
C30 9.42' 3.00' 80'00'00"
L31 20.23' N14'13'16"E
C31 6.00' 1178.00' 3.00' 00'17'31"
L32 32.00' N19'47'47"E
C32 23.13' 15.00' 14.57' 88'20'05"
L33 32.00' N19'47'47"E
C33 3.89' 2.50' 2.46' 89'03'39"
L34 5.00' N72'14'07"W
C34 27.32' 1118.00' 13.66' 01'24'01"
L35 5.00' N17'45'53"E
C35 4.72' 3.00' 3.01' 90'09'06"
L36 5.00' N72'14'07"W
C36 5.34' 1137.00' 2.67' 00'16'09"
L37 5.00' N1 7'45'53"E
C37 4.75' - 3.00' 3.04' 90'46'59"
L38 5.00' N21'49'46"E
C38 9.42' 3.00' 80'00'00"
L39 5.00' N68'10'14"W
C39 9.42' 3.00' 80'00'00"
L40 5.00' N21'49'46"E
C40 9.42' 3.00' 80'00'00"
L41 5.00' N68'10'14"W
C41 9.42' 3.00' 80'00'00"
L42 5.00' N26'21'51 "E
C42 6.00' 1178.00' 3.00' 00'17'31"
L43 5.00' N63'38'09"W
C43 9.42' 3.00' 80'00'00"
L44 5.00' N26*21'51 "E
C44 16.40' 25.00' 8.51' 37'34'49"
L45 5.00' N63'38'09"W
C45 15.78' 25.00' 8.16' 36'10'16"
L46 32.00' N24'19'56"E
C46 40.00' 1215.00' 20.00' 01'53'11"
L47 32.00' N24'19'56"E
C471 14.35' 35.00' 7.28' 23'29'56"
L48 13.00' N24'20'26"E
C481 30.46' 15.00' 24.17' 116'21'03"
L49 13.00' N24'20'26"E
SIGNAGE NOTES:
1. EACH ACCESSIBLE VISITOR PARKING SPACE SHALL BE IDENTIFIED BY A SIGN,
CENTERED BETWEEN 3 FEET AND 5 FEET ABOVE THE PARKING SURFACE, AT
THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY AND STATE "RESERVED", OR EQUIVALENT LANGUAGE.
2. AN ADDITIONAL SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH
ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT
TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS
THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH
IN HEIGHT, WHICH STATES THE FOLLOWING:
"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED HANDICAPPED SPACES
NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED
FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S
EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY
TELEPHONING "
SEWER NOTE
AN APPROVED, TWO-WAY CAST IRON CLEAN OUT SHALL
BE PROVIDED AT THE FRONT OF EACH NEW SINGLE FAMILY,
MULTIPLE FAMILY, COMMERCIAL, AND INDUSTRIAL BUILDING
PRIOR TO FINAL INSPECTION. [ORDINANCE NO. 968]
TELEPHONE SYSTEM NOTES
1. TELEPHONE SERVICE REQUIREMENTS SHALL BE VERIFIED
WITH PACIFIC BELL (CONTACT PAGE BLOUIN (909)359-2138)
PRIOR TO BIDDING AND THE RESULTING COST SHALL BE
INCLUDED IN THE BID.
2:' "TELEPHONE CONDUIT SHALL BE INSTALLED WITH A MINIMUM
DEPTH OF COVER OF 30" WITHIN ROADWAYS AND 18"
ELSEWHERE.
3. CONTACT UNDERGROUND SERVICE ALERT TWO (2) WORKING
DAYS PRIOR TO DIGGING. (1-800-422-4133)
4. VERIFY LOCATION OF TELEPHONE SERVICE POINT OF CONNECTION
PRIOR TO BIDDING AND INCLUDE ALL COSTS IN THE BID.
5. RESTORE EXISTING IMPROVEMENTS AND LANDSCAPING AFTER
INSTALLATION OF THE TELEPHONE SERVICE. INCLUDE COSTS
IN THE BID.
LIGHTING NOTE
THE PARKING LOT SHALL BE ILLUMINATED TO ONE FOOTCANDLE.
.9'
INCLUDED IN SPECIFICATIONS
9'
NOT A PART
9,
91
9'
FINISHED GRADE
FL
FLOW LINE
R/W
RIGHT-OF-WAY
TC
TOP OF CURB
INV
INVERT
TYP. PARKING STALL-
LEGEND
TALL
N.T.S.
LEGEND
*
INCLUDED IN SPECIFICATIONS
NAP
NOT A PART
FS
FINISHED SURFACE
FG
FINISHED GRADE
FL
FLOW LINE
R/W
RIGHT-OF-WAY
TC
TOP OF CURB
INV
INVERT
G. B.
GRADE BREAK
HP
HIGH POINT
TG
TOP OF GRATE
TW
TOP OF WALL
SD
STORM :DRAIN LINE
S
SANITARY SEWER LINE
W
WATER LINE
8� 12
EXISTING ELEVATIONS
FROM 5-12-93 SURVEY (ADD 1200')
1539.84
EXISTING ELEVATIONS
FROM 5-12-93 SURVEY (ADD 1200')
1A.80
CONSTRUCTION ELEV.
o"
TRACT / LOT NUMBER
O
LIGHT POLE
SAWCUT \
MATCH EXIST. A.C.
SURFACE
3' MAX.
12" 12" MAX. 12"
1" _ THICK
1/2" ROCK AR 4000
IMPORTANT S.C.G. NOTICE: GENERAL NOTES:
SITE AREA SOUTHERN CALIFORNIA GAS COMPANY REQUIRES SAFETY
CONSIDERATIONS TO THE GAS PIPELINES DURING CONSTRUCTION 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST
EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"
PHASES. A REPRESENTATIVE OF THE GAS COMPANY MUST -
X8.83 AC. OBSERVE THE EXCAVATION AROUND OR NEAR THE PIPELINE (GREEN BOOK"), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED
FACILITIES, TO INSURE THEIR PROTECTION AND TO RECORD BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA
7g 77 PERTINENT DATA NECESSARY FOR THEIR OPERATIONS. NO
CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN
MECHANICAL EQUIPMENT WILL BE PERMITTED TO OPERATE CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA,
WITHIN THREE FEET OF THE PIPELINES, AND ANY CLOSER WORK WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, AND BUILDING CODE
\ \ \ \ MUST BE DONE BY HAND. THE CONTRACTOR SHALL MAKE LATEST EDITION.
L15 ARRANGEMENTS FOR GAS COMPANY OBSERVATION BY
..-0% 54 t CALLING (714) 634-3199, AT LEAST TWO WORKING DAYS 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND
\\ ` 9' oN2a241 PRIOR TO THE START OF CONSTRUCTION. DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS,
\C'>s _ > I RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO�,� �8 THE SATISFACTION OF THE GEOTECHNICAL ENGINEER.
\ \ C', SO. CAL S EASEMENT EARTHWORK QUANTITIES
51 U POLE (TYP) SEWER FIXTURE UNITS = 26 (APPROX.) 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS
\\ \ \ 31 \ cc's L10 c'� I � CUT 500 CY SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER.
'R WATER FIXTURE UNITS = 44 (APPROX.)
/09 �° FILL 500 CY
'� �' ^; 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER
i \\ 5 nP �j \ AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE IN
54 •%c' Z z ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND
\ 00
\\ \ \ \ 50 TYP 4r 7S �. o o I THEEARTHWORKQUANTITIES SHOWN HEREON HAVE NOT BEEN ADJUSTED AS CONTAINED IN THE GEOTECHNICAL REPORT.
\\ \ PLAE SIGN PER \ < �, �6 � ___ ____ FOR LOSSES SUCH AS SUBSIDENCE AND SHRINKAGE .THESE QUANTITIES
\\ \ SIGNAGE NOTE NC �� 2 _ _ ____ ___ ______________ ____`'-------------- - 5. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF
_ ___ ______________ _ _ - - - ARE ESTIMATED FOR BOND AND FEE PURPOSES ONLY. CONTRACTOR SHALL
------------ ' 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT
\\ \\�`, \\ �\ . �� �'�° ���9 VERIFY ALL QUANTITIES PRIOR TO BID. LEAST 90% .OF THE MAXIMUM DENSITY AS DETERMINED BY BUILDING CODE, LATEST
\ �' \ \ ° �,2L,FE EDITION, OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED
\\\ G \ w, \ �� x° 1-1•f�[F�vE' -- BY THE GEOTECHNICAL ENGINEER.
N% \\ \\ \ �\ c� �q6 �, THESE SE DIME NS MU T APPLY LONG THE PAVING NOTES
CURB FA (ST L s' MIN. NARROWEST \ 6. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING
L A� J INT) _IZ ~4"PVCSLFt es ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
�,
r? LA$ ,9 ,g PLA�E SIGN AND RECOMMENDED BY THE GEOTECHNICAL ENGINEER. R VALUES, GRAVEL OF THE GEOTECHNICAL ENGINEER BEFORE PROCEEDING FURTHER.
IGNAGE TE EQUIVALENTS AND STRUCTURAL SECTION OF PAVED AREAS SHALL BE
\\\ \ \ 25 0 �$ N0059` --- I w J� SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO
q� \ \ \ \ 9 < ��3 I u = alz OF ROUGH GRADING. CAUSE ANY MUD SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT
aD' \ � \ \\ , < �� L 128 F `n o'er r
\ \ \ \ $ 4 C'� �' 2N o PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON
CARE SHOULD BE TAKEN TO PREVENT \ GRADES, DITCHES AND SWALES PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED
\ w FROM UNDERMINING EXISTING IMPROVEMENTS. UPON INSPECTION OF THE SITE
� \\ � \ \ � ° �- � o ,� �' a � � , BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND
\\ \ �'� °' A" t2 y W w z ?� CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR BUILDING CONSTRUCTION OPERATIONS.
\\ \\ \ \\ y `� Q LEAVING IMPROVEMENTS.
927.33' PAVEMENT SECTIONS SHOWN ARE MINIMUM AND ARE FOR ESTIMATING 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR
PURPOSES ONLY. THE PAVEMENT SECTIONS ARE SUBJECT TO REVISION AND SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND
\\ \ \ \\ ° PL X26 .�° 2s o T NORTH APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER GEOTECHNICAL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT
\\ \ \ 25 / s „��� No 1 " COMPLETION OF ROUGH GRADING. OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION
,t-�N f I HAS BEEN OBTAINED. THE GRADING CERTIFICATIONS ARE TO BE SUBMITTED
\\ o °� 63 \ 16'• C� 52 ON CITY FORMS.
\ � \� 9 �� LEPHON CONDUIT
\ \ � sr � \� � I ER SHEE L-2 NOTES:
\\ !; % \ \ 31 s 21 �� 51 111 , 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND
CONTRACTOR SHALL LOCATE AND VERIFY POINTS OF CONNECTION TO EXISTING NOTIFYING GRADING INSPECTOR 24 -HOURS PRIOR TO THE START OF WORK.
7.5 o f v UTILITIES INCLUDING STORM DRAIN, SEWER, AND WATER, PRIOR TO THE START
Typ OF CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE IF ANY DISCREPANCY 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE
50 ��o �3 ' FROM THESE PLANS. ENGINEERS OF WORK IN ACCORDANCE WITH BUILDING CODE, LATEST EDITION.
2 I v ADD 1200 TO CONSTRUCTION ELEVATIONS. 11. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND
\ +' 3531,35 54 �,� J> 2-4'c - w,6 I V REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS
31
\ , \ A 6 1-3/4-C I AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT
\\ X \ 35 t, _ ALO js SEE PLAN LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE
43 51 ES -15 CONSTRUCTION NOTES IRRIGATION LINES.
32 X \' -
ELECTRICAL SERVICE L INSTALL DRINKING FOUNTAIN AS SHOWN ON LANDSCAPE ARCHITECTS 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND
SEE L-5 \ 20 \ \ 4"C s•, L_ ,_, SHEET L-5 & L-6 SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION. THE GRADING CERTIFICATIONS
SAWCUT �� \\
SEE PLAN
- - O INSTALL HANDICAP CURB RAMP, PER APWA STD. 111-2 (CASE -A) ARE TO BE SUBMITTED ON CITY FORMS.
24�\ \ 31 �+ PLACE SIGN PER 13. AN AS -GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID
\ \ 54 / 20 INSTALL 2" WATER SERVICE AND METER PER C.C.W.D_ STD. 2A WITH GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION
\ \ �9 SIGNAGE NOTE N0. 2 LIMIT OF GRADING REDUCED PRESSURE BACKFLOW DEVICE. PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING
THICKNESS
\� \ \ NOTE: SEE IRRIGATION PLAN FOR POINT Of
\ \ ���\ CONNECTION OF IRRIGATION SYSTEM TO 21 INSTALL 2" PVC PIPE, SCHEDULE 40, WATER LINE. INSPECTION. THE GRADING CERTIFICATIONS ARE TO BE SUBMITTED ON CITY FORMS.
EXISTING WATER SERVICE ON BASELINE AVE. 14. ALL SLOPES EXCEEDING 5 FEET IN VERTICAL HEIGHT AND EXCEEDING 4:1
\ \ \ \ ��• \\\ 22 INSTALL 3/4 PVC PIPE, SCHEDULE 40, WATER LINE. SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED
"'•" • �• \ \� \\ '� \\ \\\ 24 INSTALL 2" WATER SERVICE TAP PER CCWD STD. 2. WITH APPROVED WATERING SYSTEM.
1" MIN. •a'•• •:.. x
31
►• \ �� \ \\ 15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S
4" THICK 4" 4" N 1" THICKER THAN EXIST. A.C. \\ \\ \\ �% 25 CONNECT 4" V.C.P. HOUSE LATERAL TO MAINLINE W/CLEANOUT RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT
3/4" ROCK AR 4000 w M PAVING SECTION, BUT NOT \ \ \ \\\ PER CITY OF FONTANA STD. 125 & 125A. PREPARED BY C.H.J., INC., 85510-3 AND ANY AMENDMENTS THERETO,
Q \
ARE HEREBY MADE A PART HEREOF.
z LESS THAN 5" THICK
> �� \\ \\ \\\\ 26 INSTALL 4" PVC SEWER PIPE, SDR 35.
b v° •'�P.• ►� \ 16. MAINTAIN 5' VERTICAL CLEARANCE BETWEEN WATER AND SEWER LINES.
• � 27 INSTALL SEWER CLEANOUT AS PER CITY OF FONTANA STD 128.
BACKFILL SLURRY 17. COMPACTION UNDER ALL PCC IMPROVEMENT'S IS TO BE 95%.
1 SACK MIX HORIZONTAL C O N TR 0 L, UTILITY, AND STRIPING -PLAN- 28 INSTALL APPROVED TWO-WAY CAST IRON CLEANOUT PER SEWER
PIPE, SEE PLANNOTE HEREON. 18. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL
SCALE: 1" = 40' INSPECTIONS IN ACCORDANCE WITH BUILDING CODE, LATEST EDITION.
PAVEMENT REPLACEMENT DETAIL 31 SAWCUT AND REMOVE EXISTING CURBING.
N.T.S.
T
cj-
DOMESTIC WATER SUPPLY
5 6
2 3 SPRINKLERS
� o0
1 i 7
z
a
4 8
Of M
w
DOMESTIC
2" METER
U
J
m 10 WATER METER O GAGE
a
20 CONTROL VALVE 60 ALARM BELL
30 DUAL CHECK 70 WATER FLOW DETECTOR
40 DRAIN VALVE O8 INSPECTOR'S TEST DRAIN
SCHEMATIC FOR FIRE SPRINKLING SYSTEM
SERVED BY METERED DOMESTIC SUPPLY
N.T.S.
Underground Service Alert
eEFORE YO
Gay Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
3z-
"J" BARS
WIDTH OF DRAIN
SPACING
2'
#4 ® 6" O.C.
6'
#4 ® 3 1/2" O.C.
McDERMOTT
32
SAWCUT AND REMOVE
EXISTING
PAVEMENT REPLACE PAVEMENT PER
WEST PARK
1. FLOOR OF STRUCTURE SHALL BE GIVEN A STEEL
DETAIL 32 THIS SHEET
--------------- ----------------- ------------------
PARKWAY
FRAME & GRATE PER
ISCONSTRUCT
6"
CURB
PER CITY
OF FONTANA STD. 1003
ALHAMBRA
FOUNDRY
PARKWAY
PORTLAND CEMENT PER CUBIC YARD)
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
Y
# A-2012
(USE 2 GRATES
OR EQUAL
FOR W=6)
43
CONSTRUCT 8"
CURB
& GUTTER
AS PER CITY OF FONTANA STD. 1003
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
MEASURED PERPENDICULAR TO CURB
z
50
PAINT 4" WIDE
WHITE
STRIPE
>
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
O
)(
#4 BARS PER "J" SCHEDULE
S
PAINT LEGEND
AS SHOWN
N
AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
O
#4 LONGITUDINAL BARS
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
52
PAINT 4" WIDE
BLUE
DIAGONAL
STRIPING
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
\
SPACED ®12" O.C.
WHERE OPENING LENGTH EXCEEDS
4', USE PROTECTION BAR SUPPORT
BOLTS ALHAMBRA FNDRY
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
#A-1570 OR EQUAL
54
INSTALL R-10
SIGNS,
PER CITY
STD. 139 IN MEDIAN AT EACH DRIVEWAY.
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
Iro
4' O.C. MAX.
AGENCY OR THE ENGINEER.
4" OPENING
� N.T.S.
/1*/,--
8" CF 8" OR 6" CF
GRAPHIC SCALE
UNDERGROUND UTILITIES & STRUCTURES
W9
FILL WITH CONC. AS
PART OF CURB POUR
ANGLE FOR
W=2' 60'
W= 6' 45'
BACK OF CURB
6" OR 8"CF PER PLAN BATTER FACE OF CURB
FL GUTTER---'• -
LIP OF GUTTER
EXPANSION JOINT -
#4 BARS
#4 BARS SPACED 12" O.C.
PER "J" SCHEDULE
4"
VARIES 2" CLEAR
PER PLAN
4" MIN.
#4 BARS ®I 2" CLEAR
12" 0. C.
10"
LVARIES -
SEE PLAN
1" CLEAR
�-- 3" CLEAR
(TYP.)
i
i" "W" PER PLAN
SECTION X -X
N. T. S.
PARKWAY GRATE & FRAME
l#4 BARS ® 12-O.C.
"W" AS SHOWN ON PLAN
STEEL PLATE CURB BAR
6" OR 8"
PER PLAN
8"CF 8"CF
2'12"
CURB OPENING
EXPANSION JOINT
6' SEE 4'-3" FOR W=2' 6' SEE
OUTLET DETAIL 11'-5" FOR W=6' OUTLET DETAIL
\'I/ Y
PARKWAY DRAIN 16
N.T.S.
6"
`s_#4 BARS
® 12" 0. C.
#4 BARS
PER "J" SCHEDULE
#4 BARS ® 12" O.C.
PER SECTION 'X -X' #4 BARS 0 12" O.C.
SECTION Y -Y
N.T.S.
TOP FLUSH WITH
SIDEWALK
GALVANIZED STEEL
PLATE CURB BAR
PER ALH FNDRY
#A 3904 OR EQUAL
GALVANIZED STEEL PLATE
CURB BAR PER ALHAMBRA
FNDRY #A-3904, OR
EQUAL
8"OR6"CF 8" CF
EXP. JOINT
•D
p p
D•
STD CURB
& GUTTER
6' OF CURB FACE
TRANSITION FOR
6" CF
"J" BAR SCHEDULE
"W"
"J" BARS
WIDTH OF DRAIN
SPACING
2'
#4 ® 6" O.C.
6'
#4 ® 3 1/2" O.C.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WERE 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."
NOTES:
McDERMOTT
WEST PARK
1. FLOOR OF STRUCTURE SHALL BE GIVEN A STEEL
TROWEL FINISH.
WEST
LIBERTY
SOUTH HERITAGE CIRCLE
2. CONCRETE SHALL BE CLASS "A" (6 SACKS OF
PARKWAY
PORTLAND CEMENT PER CUBIC YARD)
3. TOP OF STRUCTURE SHALL SLOPE TOWARDS
CURB AT 1/4" FT WITHIN PARKWAY AREAS-
MEASURED PERPENDICULAR TO CURB
z
4. WHERE POSSIBLE THE TOP OF DRAIN &
>
SIDEWALK SHALL BE THE SAME.
N
Qw
\
WHERE OPENING LENGTH EXCEEDS
4', USE PROTECTION BAR SUPPORT
BOLTS ALHAMBRA FNDRY
#A-1570 OR EQUAL
(LENGTH CUT TO FIT) SPACE
4' O.C. MAX.
VICINITY MAP
4" OPENING
� N.T.S.
/1*/,--
8" CF 8" OR 6" CF
GRAPHIC SCALE
EXP. JOINT
p
40 0 20 40 80 160
D
-
p
( IN FEET )
STD CURB &
1 inch = 40 ft.
CURB OPENING
6' OF CURB FACE GUTTER
TRANSITION FOR
PUBLICLY FUNDED
6 cF
CITY
OF
FONTANA,
CALIFORNIA
OUTLET
N.T.S.
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