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STORM DRAIN IMPROVEMENT PLANS
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.GENERAL NOTES
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CiTY OF RANCHO STREET U D
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WiTH AND SHALL BE 4TH STREET
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER
10 FREEWAY
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE NOO 16657 1
RiGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE
SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO
THE CiTY OF RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THiS PROJECT SHALL FAMILIARIZE HIMSELF WITH i; A __ �. ^ .� .�� +`�. Y_�?.�. r._. ► . _..r, i, �.. .0.�► .-..1►,�...}.._.*y. .; ...O.yl. .,�, n
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES s i f ' i / • i ( t_ j �'
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH ..�
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FACILITIES ARE SHOWN ON THESE PLANS. I ` +
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4. A PERMIT SHALL OBTAINED FROM THE CiTY OF RANCHO CUCAMONGA ENGINEERING I z, .. ..
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CiTY OF RANCHO
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CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF x ,._
ELEVATION T R THAN FOOT INTERVALS. ADDITIONAL PAVING rl"SUB-GRADE ELEV 0 AND AT NO MORE 50 00 NTERV - - -
.� _.. ..
STAKES MAY BE REQUIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE w w r w w w `i ' i " '� w w w w �i
ARM. STORM DRAIN CONSTRUCTION NOTES:
STADIUM PLAZA NORTH AND SOUTH
s .t. JN0. DESCRIPTIONQUANTITY UNIT
ALL SEWER WATER ELECTRIC GAS PHONE OR OTHER UTILITY LATERALS MAINS OR � ➢� "�� j p.. I: � � -
• 1 INSTALL 36" R.C.P. AND BEDDING (D-LOAD PER PROFILE) 825 LF.
INSTALL C.P. AND BEDDING (D-LOAD PER PROFILE) 665 LF.
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. /r I s r►. /.•+., +;: s;i
' INSTALL 24" R.C.P. AND BEDDING (D-LOAD PER PROFILE
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING I t r E' I ( ) 225 LF.
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY
_ INSTALL 18 R.C.P. AND BEDDING (D-LOAD PER PROFILE) 125 LF.
OF RANCHO CUCAMONGA AND A WRITTEN REPORT WiTH THESE COMPACTION TESTS SHALL
CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 5 EA.
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BE SUBMITTED TO THE CiTY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ) ! '� I l' ° `� - x' ! _-• ' ',_ ;' r " "
,, • i I . ; t i 1 +'" 6 CONSTRUCT 36 x 36 BROOKS BOX AREA DRAIN OR APPROVED EQUAL 2 EA.
MATERIALS AND/OR SURFACING. I
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/ - Y; 7 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300, W AND V PER PLAN 5 EA
8 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. 329 1 EA.
8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY I ' _
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, �' .rli sir w w w w r.
OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 1 ► ,. ;
9. PRiOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO W
THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALVE % /._ I �! c-,� r. !-•., .- -� .--.- J-1,
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SiEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. Z
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10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN
TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL).
11. WHEN IMPROVEMENTS ARE TO BE PUKED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY w �' w w w w w w w w w w w w w w w w 1
MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ��-
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE �/1 SHEET 4
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. _
12. IF THE ASPHALT CONCRETE IS TO PLACED ON SUB-GRADE, A SOiLS SiERILANT 1 SHEET 2 QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL 8E UNIFORMLY APPLIED i USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BiD A COMPLETE JOB.
AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRiOR TO r M
PAVING. 1 i
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13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE i t
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE '
THAT THE QUANTITIES WHICH CAN E DETERMINED BY COMPUTATIONS, BASED ON THE -
DETAiLS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES.
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THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE - - - `� ' - -"
__ __.�_ _. M1.�^-_.: .�_.Y_i �--- �.- _ _ _ EXISTING SURVEY MO AT10N
OF THE OWNER, THE CONTRACTOR SHALL MAKE HiS OWN DETERMINATION AND BE - - -- - - - - -
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM - I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S)
OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY j �' THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH
J -"" - - - CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER _ __ _ ._ _.....___ ._. _. ._ .. __-_._.. - - _-__.._.. _ _. __._. _.. .. ._ __..._ __ -. _ _.._.. _ ___--..... .. _. _-_--._ .. _ ._..__-
-__-_ .__ _ __.�__- _ _ _...___.__. � � jai w'w w _.. ._ —. ___._ _ _ _.-_...-- -- _- -.----.
AS FOLLOWS:
i� OF WORK.
INDEX MAP LAND `
14. H CUCAMONGA STANDARD P NUMBER 401-A SCALE: 1 "=100' NONE
STREET SIGN PER CITY OF RANCHO CUCAMO G ST LAN
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AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION.
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Eli. 12/)1/05
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g 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR
c THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON DATED
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY S. LPs OF aLNEO��
ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT iN A NEAT, CLEAN, HAZARD FREE, ORDERLY
STATE, THROUGH OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY
INSPECTOR.
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04 17. CONTACT ALL UTiLITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION.
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ENGINEER'S NOTICE TO CONTRACTOR :
A. CUCAMONGA VALLEY WATER DISTRICT ATTENTION: JIM CLINE QEOTECHNICAL ENGIiVEER
i 10440 ASHFORD STREET, TELEPHONE: (909) 987-2591 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
RANCHO ASHFORD
STREET,
CA 91730-0838 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE TRICON ENGINEERING INC.
LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 122 WEST OLIVA AVENUE
B. SOUTHERN CAUFORNIA EDISON ATTENTION: DAVID QUEZADA HOU) THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR MONROVIA, CA. 91016
7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING TEL: (626) 932-1464 FAX: (626) 932-1466
$ FONTANA, CA 92336 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
CONTACT: JOHN R. STELLER
o� C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA 2• ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,
j 216 N. EUCLID AVENUE TELEPHONE: (800) 427-2200 RES. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY
ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO O�R �L� :
ONTARIO, CA 91762 TELEPHONE: (800) 427-2000 COMM. ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING
FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURE NOT REPORTED OR
D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR THE BATES COMPANY
RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 521 1/2 SOUTH MYRTLE AVENUE DESCRIPTION OF REVISION DATE CITY
585-A NORTH MOUNTAIN AVENUE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT APPROVED
UPLAND, CA 91786 THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF MONROVIA, CA. 91016
ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. TEL: (626) 305-5338 FAX: (626) 305-1342 CITY OF RANCHO CUCAMONGA
CONTACT: CHRIS ATKINSON
W E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
w 700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST STORM DRAIN IMPROVEMENT PLANS
' LA VERNE, CA 91750 BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ARCMECT
4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-CEMENT WATER �
i PiPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED HIMES PETER JEPSON ARCHITECTS STADIUM PLAZA
WiTH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE 3002 DOW AVENUE, SUITE 140 � SOUTH RESPONSIBILITY FOR DIRECTION OF THE JURISDICTIONAL
DCONSTRUCTION, CONNECTION CY. THE AND CONTRACTOR EMOVAL OFSUME ALL ASBESTOS TUSTIN, CA. 92780 NORTH AND SOU 1 fl
BENCHMARK: ELEV.- 1119.693 DIG ALERT TEL: (714) 508-1868 FAX: (714) 508-1878
S I �p p� �� p� PRODUCTS AND SHALL FOLLOW ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH CONTACT: RANDALL JEPSON DRC 2003-00732
N RT F FF TWfN 00; H HAZARDS. Approved e�, : j' DATE:
E sT LL 2 J
i F I P 0 E5T 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND Q�O� L.
CITY ENGINEER _ RCE NO. 24953
ROCHEST AVE}�54 NO�QF L DIAL TOLL FREE CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE
AVEMENT 0 8TH JI., AND 2.4 9 4� fin' DESIGNED BY: low � meRECOMMENDED:
EL TRACK'S. ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN � � Commem
U 11-800-2272600 ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. I C RIC 1hmc6o cbcamona., atllbr�a 917' 0 v41 2j D4-
BASlS OF BEARING: AT LEAST TWO DAYS txp. I DRAWN BY: I Phone (909) s et-99'1e SHEET
!u (999) 6A1-9e99 1 of 4
THE BEARINGS SHOWN HEREON ARE BASED ON THE WORE YOU OIG lF C��' .
OF ,LIF Y• C" �a`lnee�'a Lud �jv1a
CENTERLINE OF ROCHESTER AVENUE SHOWN AS :y Civil.
\ CHECKED CG
B b/Nambr: 590,01.01 DRAWING N0.
S00'08 57"W ON PARCEL MAP IVO. 13845, 1lWDERGROUND >3ERV►CE ALERT � Late: Parch 11, 2004
PMB 180/97-107 OF SOUTHERN CALIFORNIA NJ
PROJECT SHEET NO. OF
R:\RANCHO CUCAMONGA\PROJECTS\588\01\IMPROVEMENT PLANS\STORM DRAIN\58801SD02SD.DWG (05-17-04 11:23:26AM) Plotted by: Corolim Guillen
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