HomeMy WebLinkAbout2314-D BENCHMARK:
GENERAL NOTES: LEGEND ABBREVIATIONS BENCH MARK NO. 10012 ED, 1• ROUND HEAD BOLT
IN CONC. CURB STAMPED 'S.B. Co. BM 01670' AT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA TC TOP OF CURB
ELLMAN
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, -- - - --- - - - - - --------- THE NORTHEAST CORNER OF 6TH STREET AN H
EP EDGE OF PAVEMENT
INCLUDING ITS ANNUAL SUPPLEMENTS AND AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL EXISTING CURB AND GUTTER AVENUE, 1 FOOT EAST Of BCR.
ELEVATION: 1051.107
BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE EXISTING RIGHT OF WAY FL FLOW LINE 3
FS FINISHED SURFACE
SUPPLEMENTS.
E EXISTING EDISON LINE PVC POLY VINYL CHLORIDE
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE G EXISTING GAS LINE FG FINISH GRADE
HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS C&G CURB AND GUTTER
WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, OR PROTECTED IN PLACE T EXISTING TELEPHONE LINE SL STREET LIGHT R/W RIGHT OF WAY
-- - - - - - J -
AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. SD - EXISTING STORM DRAIN
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE _ _-
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS W EXISTING WATER LINE °O
CB CATCH BASIN ~ �
CB SIDEWALK _
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. RW EXISTING RECLAIMED WATER LINE _ C�
EG EDGE OF GUTTER - -
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT S EXISTING SEWER LINE AC ASPHALT o - F.S 0 R CL PIP _
PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR -_ CENTER LINE
RIGHT-OF-WAY.
PROPOSED RIGHT OF WAYITS
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT - _ tt
ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT ---- PROPOSED CURB AND GUTTER
MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS CONSTRUCTION NOTES: -- -- -- - - -- - ,
PROPOSED EDGE OF PAVEMENT _
NEEDED AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE PROPOSED EASEMENT 1 INSTALL 42" R.C.P. 2000 D-LOAD))-- 78 LF 1
�( E1 UNE 10F I STR P
CONSTRUCTED PRIOR TO PAVING. SD PROPOSED STORM DRAIN aP-CONSTRUCTM PER CITY STD. NO. '.17�' $Sl 1 EA - - - ---- - `
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL S PROPOSED SEWER LINE PCONSTRUCT MANHOLE #2 PER CITY STD. NO. 319. 1 EA 5
SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH PROPOSED RECLAIMED WATER LINE - ti HG Q
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE Pof
LACEMENT OF W PROPOSED WATER LINE P-SAWCUT REMOVE AND REPLACE EXIST. PAVEMENT PER CITY
BASE MATERIALS AND/OR SURFACING. STD. 120, SEE DETAIL HEREON (SEE STREET IMPVMT. PLAN) QQ
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING \(y EXISTING FIRE HYDRANT (D-CUT AND REMOVE EXIST. 90" R.C.P.
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT P
PROPOSED STREET LIGHTPAVING.
9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY &CRADLE NOT£4:
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND P STORM DRAIN MANHOLE
SAND EQUIVALENT OF AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE PROPOSED STORM DRAIN CATCH BASIN CRADLE SHALL EXTEND - 000 _- T 7
- -
STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. IVMIN. BEYOND BREAKOUT
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE o PROPOSED SEWER MANHOLE --- - -----
SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND MODIFIED CROWt�I CRADLE
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN i - -
THE NATIVE MATERIAL, 514ALL EXTEND tz MIN. -
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE OUTSLbE Tl-tE 1=X13Tr R,C.,�? , m
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'SCR
-- - -- -- ---- - - - -
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. -r = 7Y2. ermry,
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR + w O l LG
SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK �✓ - - -- - AFL
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS fYPe r2-AR-4000 Aa IT THAN
hl35 QM AIM RM ro VlAC60 iq AIAW- CROWN 1Z Ty-L 1 Q 1� _ _ _ - 0 T _
INCLUDED IN THE OTHER ITEMS OF WORK. "x" 44 ° NORu"""�' u LORG1TUDlICTAL REBAR IUJ
rife a-oral-4000 A.C. 0A= TO ec Haws WISH tr a m
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE sraerner rxltDUwsaFlea0ml10ttgt71gN0r6tClcittL I} 3 REV�Q � $�' pt(+ , -- - �M� i r 17 R TE LINE o - Nm -
a.
CONSTRUCTED AT EACH INTERSECTION. Itlrr root y rale "�' _ `"
--- rj -
�." PR VA E TOM RAN 7 8 L 42' RPic
M
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND r i T`r tI I - -- - o -- P rn
OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY "•'• -_ --- - ' ' ""' """""""""""' RO IL
------ _._ .-
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ,•• ••I,t�, ~! Ir H R) 1 20 2" HPE 2 0 b L
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, a - e_ 4- 111
--- -- - - - T C N A±� 0 T I - �R 1G ND RI 'ON A
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. COMPACTION W '10600
oy ° T
17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 00°o a g° PLAN 1ea 20' 10+00 -9+00
18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. wa'"Etw, r';}rt • N+alleCATTenxI" >rvancg 14' I 0' ( I I I �0'
toss Hatt Igor w ummt see Now /I. w
1-800-227-2600. SCALE IN FEET LANDSCAPE ( I }}
It 0 20 40 80 100 u1 EASEMENT I w �" w I /I I _ \v
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: z ¢ a - o
� z u�_I - II ( ° a a ��Q UI
818 969-7911 ' ' r o i 00 n
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ( ) wtt0sm t SWDM PER UIM D- w I a _
wravta. r ttgke IrtJIE TI o I- - r,' v n. o cn w
AS PER SIwcea 0rc r�4a f a 3 ~ ~ w I I I w _J N , s
P.O. BOX 1229ASS ler x z oro
AZUSA, CA 91702 I I X 17 x v tnu
B. VERIZON ( ) PL r""T. I I W n� P -
909 469-6354 NOTES: 1 `' 'I �
1400 E. PHILLIPS BLVD.
POMONA, CA 91766 1. an tions a IgM M length 3 5 1.3.4 fid M heard S ma rtlorm at*a ale _�
Secl+am 306-1.3.1 lhru 306-1,3,4 of the Blondorcl SpadBcotialn. - o- � W F_51
- w
C. SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7583 2, Spread Ibbs* may M empbysd for trench povMq jobs toss than 300 In. ft. _ _-- L
3. A$ jdM* *halt be vertical butt joint*; top or feathered )*we are not 0=00 INa. FOOT ILL BOULEVARD _ ��CUR v�[ GU m I �� N� I I I W 01 1 II N
co
1981 W. LUGONIA AVENUE ( to _�--
REDLANDS, CA 92373 4. unless ou+url*e instructed by the City E.ngtne*r, trench patch shall be straight grad* w Li ARROW HIGHWAY ST. CL x
aoroee wtdlh, one shot* not M crowned of center. 1 -'- - rel:: 4 °� P OP. 8° - E
D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 s. Prior to plocanrni of A.C., poroment edge *hall be cut to o clean vertical and j j t i ) /PRO1R 42"� ��� ) EXIST. SETR
straight edge with lock coot on face of cut. 8TH d Q > STREET r� / .-, P ( I LATER L I I , ,vl H ( s Gj
10440 ASHFORD STREET ---PRIV�T� S „ -,', , S I\
RANCHO CUCAMONGA, CA 91730 S. The anQre traveled Iona, 121 mlo., mag be ssetoyed whis nor mkt. C2-AR-4000 A.C. � ¢ > __ OT IiM DRAIN P w I Q
irstanienee
110.1p :21 Timing orgemaehku (Baae[n EN, twMP xTax a equal} far o0 ¢ � 6TH STREET ¢ J--" _ �`I '\ I I ( \ (I L - ----
E. METROPOLITAN WATER DISTRICT (909) 593-7474 a T. IMnwnan ac, w1 "by wk I anrIn the a2s a4a or ala ihm.r then sdetilp - eNcnswr z = a i¢ z _` _. � \ . __--�_ _� � � �� �Ita;�/P s ` �
Is greeter - ee av«tw"by ww eeghe e le u» 6.w. �.
700 N. MORENO AVENUE > a o w
LA VERNE, CA 91750 ��. PL -- -..__o ._ 1 P A ' ' '1 ¢ I
CITY OF RANCHO CUCAMONGA, CALIFORNIA PROJECT S 4TH = � a STREET w x o \ o �> n' S j "
F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 AlvxmveB sr sratBwp taaw _ -t o o Qf � I ' \ ' I- I - ---
7951 REDWOOD AVENUE �x
TRENCH REPAIR a J ' o
- - P1B
FONTANA, CA 92336 CITY aetx afire ux WITH maxaa0 ItPttr7eaTtoe lea Ptft4tC 1Tosss txegnxtCnax 120 ---_ -�
k-0E. 246s3 Ow l a s GUASTI ROAD 1 - J W cn -00
�. `� P� r � Q 9+Z2. 7INF CRA
19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND ONTARIO x 120
�� 2
UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN AIRPORT - - ----- _ IJ AjCHI AL ST RM AIN
COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION - _
OF THE CITY ENGINEER. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE CONDITIONS IN 1046. 8 �� 2 P1 111 I I 4 B=42"
20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT AT THE CURB, THE INSTALLATION OF STREET NOTE:
OTRACTOR CONTRACTOR
CTOR BE RESPONSIBLE STANDARD
FSIB THE R ALL PROTECTION AND RESTORATION VICINITY MAP Q �/ 1� 7 I ( / I \ D=90"1
LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. ALSO
21. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE STANDARD SPECIFICATIONS. OF ALL PUBLIC AND PRIVATE EXISTING IMPROVEMENTS OR FACILITIES AND PROVIDE NOT TO SCALE 5
FOR PUBLIC ACCESS AND SAFETY IN ACCORDANCE WITH SECTION 7 OF THE PLAN
STANDARD SPECIFICATIONS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 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 DUE PRECAUTIONARY NOTICE TO CONTRACTOR: J Tl CTU t x(•30-�
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, PRIOR TO PERFORMING ANY CONSTRUCTION, THE CONTRACTOR CURVE AND LINE TABLE
CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS, SHALL POTHOLE, LOCATE AND VERIFY THE LOCATION AND ELEVATION CURVE DELTA BEARING RADIUS LENGTH TANGENT
OF THE EXISITING UTILITIES AND THE STORM DRAIN LINES NECESSARY FOR A 45'23'22" 53.47' - DESCRIPTION o f REVISION DATE APPROVED
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF CONNECTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY g 44 21 '41 22,5 17.42 9.17
THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND OF ANY DISCREPANCY.
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN C 89"45'03" - 16.64' - CITY of RANCHO CUCAMONGA
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. NOTE: PRIVATE STORM DRAIN SYSTEM LOCATED ON-SITE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. ARE ALL SHOWN ON PRECISE GRADING PLANS. TRACT NO. 18804
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. STORM DRAIN
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. ARCHIBALD AVENUE
DEVELOPER CIVIL ENGINEER GEOTECHNICAL ENGINEER
LEWIS OPERATING CORP. LEIGHTON & ASSOCIATES, INC. ROW 2012- 000
MADOLE & ASSOCIATES INC.
1156 N. MOUNTAIN AVE., CONSULTING CIVIL ENGINEERS AND 10352 ACACIA STREET, SUITE B-6 0 �L '' APPROVED BY. �' _ DATE:2126,�
Underground Service Alert EXISTING SURVEY MONUMENTATION UPLAND, CA. 91786-0670 LAND PLANNERS
s� 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA 91730 1. ``y QRpFEss��, CITY ENGINEER ' i�� � �'-" - RCE: 53672
CALL I HEREBY CERTIFY THAT i HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD �pNY h PHONE: 909.985-0971 PHONE: 909.484-2205 4�I 'f ����� L fwgT^2 DESIGN _ R 0 OED
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY �� 9� CONTACT: GARTH CHAMBERS RANCHO CUCAMONGA, CA. 91730 O MADOLE 8c ASSOCIATES, INC.
CONTACT: JASON HERTZBERG �f 'G36637 g "_ �"
TOLL FREE EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: q o W �2 WLI CONSULTING D PL ENGINEERS
No. 7635 '�`_ -? �3 No. 36637 C� AND LAND PLANNERS
1 -800 PHONE: 909.481 .6322 'z.z....._1 Exp: Ofi-30-12 DRAWN 9302 PITTSBURGH AVENUE, SUITE 230
227-2600 THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. * Exp: 12-31-20f2 * REFERENCE REPORT: * * RANCHO CUCAMONGA CA 91730 SHEET
FAX: 909.481 .6320 s P (909) 81-6h22
sT �P CONTACT: MARK BERTONE N0. 022468-003 c}rt Tqr �,v1� ptx�� CV/CB 1 OF--!--
0111'
TWO WORKING DAYS BEFORE YOU DIG DATED: _I� IZ /'� oF1F DATED: AUGUST 22, 201 1 `" FOFCALIF
--- ---- --- - ---------------------- CHECKED E No gkp37 DRAWING N0.
ANTHONY HARD L.S. NO. 7635 �tZ'qj,
WLI DATE }L FILE No 2314-D o