HomeMy WebLinkAbout2186-D " NCHO CA'00" UCA MONGA BENCHMARK
GENERAL NO TES: CITY OF HA
FND 1" ROUND HEADBOL T STAMPED
"SB CO BM 01101" IN CONC. CURB
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA FOOTHILL BLVD. AT SE COR. OF 8TH ST. & HAVEN
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. TRAE; 19TMA1647PROJECT SITE AVE., 1' SO OF NORTH END OF
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS CURB.
AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. Ammolk Z ELEVATION: 1114.722
Ar AIIIIIIIIIIIIIi A&
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, v ARROW ROUTE
FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN PLA
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, 26ORM MAIN IMP 0 VEME V NS TH ' BASISBEARINGS
OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. JERSEY BLVD `� THE BEARING OF N 0. 12' 00" W ALONG THE CL
HUMBOLDTOF CENTER AVE. AS SHOWN ON MAP RECORD IN
J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 8TH sr BOOK 4 PAGE 80 OF MAPS IN T
SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR w HE OFFICE OF
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. Q z THE COUNTY RECORDER, COUNTY OF SAN
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING EXISTING EDGE OF PAVEMENT TC TOP OF CURB w ® BERNARDINO STATE OF CALIFORNIA, WAS USED AS
• _.. ._.,. ___._. ,._w. _-.. __-_. ..._w -._._ _._.. EXISTING CURB AND GUTTER BVC BEGINNING OF VERTICAL CURVE 6TH ST THE BASIS OF THE BEARING FOR THIS SURVEY.
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA � EVC END OF VERTICAL CURVE
EASEMENT OR RIGHT-OF-WAY. � EXISTING RIGHT OF WAY EP EDGE OF PAVEMENT
CUCAMONGA VALLEY WATER DISTRICT
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT 10440 ASHFORD STREET" EXISTING ED/SON LINE PRC POINT OF REVERSE CURVE � 15
ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT P.0 BOX 638 EXISTING GAS LINE BCR BEGINNING CURB RETURN
MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENG/NEER AS 4TH sr
NEEDED AT WARPED OR VERTICAL CURVE AREAS. RANCHO CUCAMONGA, CA 91729 EXISTING TELEPHONE LINE ECR END CURB RETURN
PHONE.-(909) 987-2591 FL FLOW LINE
6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE EXISTING STORM DRA/N FS FINISHED SURFACE
CONSTRUCTED PRIOR TO PAVING. IV EXISTING WATER LINE PVC POLY VINYL CHLORIDE
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND SOUTHERN CALIFORNIA EDISON CO. EXISTING RECLAIMED WATER LINE FG FINISH GRADE
ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO. CUCAMONGA. A WRITTEN 7951 REDWOOD AVENUE C&G CURB AND GUTTER
REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PR/OR FONTANA, CA 92336 EXISTING SEWER LINE SL STREET LIGHT 1
TO THE PLACEMENT OF BASE MATER/ALS AND/OR SURFACING. PHONE- (909) 357-6221 - CENTER LINE R/W RIGHT OF WAY
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENG/NEER LISTING - -- PROPOSED RIGHT OF WAY S/W SIDEWALK VICINITY MAP
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PROPOSED CURB AND GUTTER CB CATCH BASIN
PAVING. SOUTHERN CALIFORNIA GAS CO. EG EDGE OF GUTTER NOT TO SCALE
9. PR/OR TO THE INSTALLATION OF ANY PAVING, A MATER/ALS REPORT SHALL BE SUBMITTED TO THE CITY 13525 12th STREET PROPOSED EDGE OF PAVEMENT AC ASPHALT - -
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND CHINO, CA 91719 ------�--- -�--- PROPOSED EASEMENT CAB CRUSHED AGGREGATE BASE
SAND EQUIVALENT OF AGGREGATE BASE. PHONE. (909) 613-1531 LOC LENGTH OF CURVE
- SD - PROPOSED STORM DRAIN POC POINT ON CURVE
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE S PROPOSED SEWER l
STRUCTURAL SECTIONS PR/OR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS LINE
11. WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOIL WH/CH CONSISTS OF A ROCKY MATER/AL, THE PROPOSED RECLAIMED WATER LINE
VER/ZON
SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND 1400 E. PHILIPS BLVD. W PROPOSED WATER LINE
ALL VO/DS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATER/AL OF A QUALITY BETTER THAN POMONA, CA 91766
THE NATIVE MATERIAL. PHONE- (909) 469-6354 EXISTING FIRE HYDRANT
TYPE C2-AR-4000 A►, . FINISH SURFACE TOP CE NO SOONER
12. IF THE ASPHALT CONCRETE IS TO BE PLACE ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE PROPOSED FIRE HYDRANTS THAN 14 DAYS NOR LATER THAN 35 DAYS ER SE PAVING.
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S
PROPOSED GATE VALVE TYPE B -AR-4000 A.C. ASE TO E PLACED WI ISN
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PR/DR TO PAVING. DEELOPER SEE NOTE a�. t� a CONSOLIDATION ILII.®
13. ESTIMATE OF QUANTITIES IS PROVIDED Y THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. BUTT JOIN
THE CONTRACTOR SHALL MAKE HIS OW- DETERMINATION OF CONSTRUCT/ON QUANTITIES BEFORE SUBMITTING A PROPOSED STREET LIGHT
B/D. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT SPECIFICALLY LISTED /N THE ESTIMATE W �w t IF i w TSI A
T 2"MIN T i 2,.MI MUST DE MOVED AND
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. REPLACED.
Q STORM DRAIN MANHOLE � .� , g.•d@�® � ������������� � _� ��� ®�.��®,������,�,�.��>��.#0,40.
1 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401 A AND 401-B SHALL BE H/LLWOOD INVESTMENT PROPERTIES �� W o ��Q--�--
CONSTRUCTED AT EACH INTERSECTION. 268 W. HOSPITALITY LANE, SUITE 105 , B�Q �� o•Qo ���� ,,
SAN BERNARDlNO, CA 92408 PROPOSED STORM DRAIN CATCH BASIN '�'`°*��,
15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION
OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN PHONE. (909) 380-7292 RELATIVE f
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Q PROPOSED SEWER MANHOLE
COMPACTION SIN. ,
00 00 0
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, o '
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. go RELATIVE � v� � a"�,�
COMPACTION I,+IINO � °a` ,a Q � CRUSHED AGGREGATE E IN TRENCHES
17. NATIVE:SOIL IS TO BE SCARIFIED' OR RIPPED BETWEEN MED/AN CURBS PR/OR TO FILL PLACEMENT. CML ENGNEER �`ti, •� �� � • �� � TI°ilaN IN NT , s °c �.
18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORK/NG DAYS PR/DR TO EXCAVATION. PHONE '' 4 w° ;Mf°. ..
O. 1-800-227-2600. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE CONDITIONS '@`4p. a' 12"
HAGGLE N ASSOCIATES, INC. of IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATIONS. THE
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOW/NG: THE INLAND EMPIRE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION AND RESTORATION
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CONSULTING CIVIL ENGINEERS AND '
LAND PLANNERS OF ALL PUBLIC AND PRIVATE EXISTING IMPROVEMENTS OR FACILITIES AND PROVIDE
' '�
A. GENERAL TELEPHONE COMPANY (800) 483-3000 14393 PARK AVENUE, SUITE 100 FOR PUBLIC ACCESS AND SAFETY IN ACCORDANCE WITH SECTION 7 OF THE ,�
FOR UNDERGROUND SERV/CE VICTORVILLE, CA 92392 STANDARD SPECIFICATIONS. " , TNI SHADING p I I
�' .� 0 INVOLVED. IF NONE REQUIRED
CONT
ACT-
`` � `` sp�R AGGREGATEw N� t
B. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 RON MAESTAS
1981 W. LUGON/A AVENUE PHONE (760) 241-4344
REDLANDS, CA 92373
1• All trenches 100' In length or longer shall be ockfllled sand consolidated per
C. CUCAMONGAWATER DISTRICT (909) 987-2591SOLSSections 306-1.3.1 thrid . . of the Standard Specifications.
10440 ASIS STREET � f x
REDLANDS, CA 92373 { k . # I
SOUTHERN CALIFORNIA GEOTECHN/CAL �f L �, �j € r x e l ' r r� � ? ° ` , �, :� f l�;' Spread oxer may be ploys for trench avin jobs less than 0 ti
CC i + }„wy 7. [� 4/ r�e ft,
! � I
22885 EAST SAVI RANCH PARKWAY, SUITE E ,
{
�,..r,�;, S,# Pa "ap �" ci it l° ,a °Y ,3s.s I rV U d �.� U SS »k f »,�""I
,'^'� pt g@,f,�.. t ¢S t �"++.
D. SOUTHERN RN CALIFORNIAD/SON CO I ;C I go, CC
E COMPANY 800 655-4555 3. All joints shall be vertical butt joints- la or feathered Joints ors not acceptable.'
.� ( ) YORBA LINDA, CA 92887-46241 , � � ��� 1 � p ,� p
79,5 1 OWOOD AVENUE F .... I { €� ° g
,.. €, s, d{ .q ,y z ti� r ' x" ` P# ;" G . t.I � ( � e s
a .d 9# ), °S '4 !a ,, t4. ft s? f `� fx =h t, i;. I 4.
FONTANA f «
CA 92336 .;� �r l _.� � finless r�therwlse Instructed by h �l y g a patch shall be straight rads
CONTACT: .... ...._» .�.._, __. i f � �� I kk ,�� «o ,,° ,+ f `' � #� ,k Irk �� � � ofd the t Engineer, trench
.c ;' IC _ and shall riot be crowned t center.
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' ..___......_. ..._..,..,.-. •,.•� •.•._" 1 SE th I a [ }' � Y F �&7 ? ,-G [ � k& � � 1 across TFlb�th 11 l 41e
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._,..»»,.......-..,.. .,..,_...,,_ .! e s9 & i
C..... 4. =F ,: `" �' u
JOHN A SEMINARA .._.._ _._._ _... µ
E. PACIFIC TELEPHONE COMPANY999-56J9 .
(714) _ I k r °I
Prior to la
PHONE (714) 777 0333 I ►� � ....» I� � ._ ar I .. : � ,��3; , :.� � I lU 6. � placement ant ta! 1�,C•, pavement edge shall be apt to clean vertical t�r�d
f,I t _rr, v
straight R
19. THE FINAL OR SURFACE LAYER .rf; � ,°
xs �# �� � .� t ;� � ( I g edge with tack coot on food of clot.
OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL :.•.:. f ;:� { °� �� , .� �� °' �P r, ' % ' � '� =E � .:- , n ,; y � I q
k 31 't #€ rr «� ,t i ! !
rs
REFERENCE
iff !y
ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN l - REPORT I , . I : , a
NSTALLED, ALL ON SITE , :s m.; . , Ig r
.€ 4, . E V ,t n. _ _ mm:_ k 6. Tho entire traveled lona t min., hall
PROJECT NO. 06G184-1 r n»..._ rv, _w..ri_ .. w.. .-... ;ry I, ...._I'f I s ov riayo with .1 Ir>t, A 4
IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND _. ._._m ¢ - ` ; .. ,..,__fl $ `:., _.. :. to l # us;n a self propel! povrn machine (BARBER GREEN
JUNE 28, 2006 ...' I _ m...ow.w.,.. sq... $ ....... , ` w KNOX or equal) for it
ROADWAY IMPROVEMENTS ARE trenches G In length l g o ion
REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. ger.
„,....:.. .......:... ,,- ro E ...,., ; xr ;, Ex � ? it � ... ;.:.M.,�.,. '; ._.ktr � r
J,: I 7. Plsr�rlrgnabnt A.C. atah whish h w
20. ON THE INTER/OR SIRE _:. I_...._- , .a r . ,1 mm..._.,... fir, . _,._ . all a or�ninim
STREETS WHERE SIDEWALK /S ADJACENT TO THE CURB THE INSTALLATION OF STREET :..._.a a _ _ .t.. a_ . _µ.... a �,..w., rr� x.29 hick or t.t thicker to t
ET _ �•:,;F, � , � ,� rr�; ,, $: .k � r, . m � �, I n existing whichever
31
LIGHTS ST w ° a ., a ate In ttlrx 11t
REST SIGNS AND FIRE HYDRANTS SHALL BE LD _ _ ._. u « I I greater os directed by the Engineer d,
LOCATED BEHIND THE SIDEWALK. MO
21. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE STANDARD SPECIFICATIONS. Cq
lai " �
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! APPROVED 1JYi
: 11'1111,SES PRIV 5 i �:�� ,� PI # A NT A, CALIFORNIA
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS MIA RI/ FE �� VENUE �
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 A 'k
RE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, ` f
CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW/NGS, I
DESCRIPTION o fREVISION DATE APPROVED
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND RANCHO
CUCAMOINGA THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN ITY of
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SCALE 1 = 100
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PR/OR TO THE COMMENCEMENT OF ANY WORK.
IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. TRA C; I MA
19aft
C1 WL ENGINEER CONTACT PERSON ly TORM DRAIN IMPRO VEMENT PL A AN"
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. MADOLE AND ASSOC/A TES
CONS TRUC 7 7ON NO TS: OUANMES: Project Manager. RON MAESTAS At A
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. Phone No.:(760) 241-4344 EXT. 315 LINEA I
@-INSTALL 30" RCP (D-LOAD PER PROFILE} 57 L.F. 51148IM6909 T1 41"'Lo E SHEE T
TINGEXIS T I @- CONSTRUCT TRANSITION STRUCTURE NO.1 PER CITY STD. NO. 334 1 EA. APPROVED BY: DATE:
Underground Service Alert CITY ENGINEER s RCE; 24953
g I HEREBY CERTIFY THAT l HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD 37 REMOVE TEMPORARY BRICK AND MORTAR BULKHEAD 1 �� �a L. rw�F
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY �,�C1 N tiq �`��-``' q�,
LL EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCR/BED AS FOLLOWS: �" 38 TRENCH REPAIR PER CITY STD. PLAN 120, DETAIL SON SHEET 1. 5D S.F. �.z� `�� DESIGNAW REC DED
® (MINIMUM STRUCTURAL SECTION OF 3 AC OVER 4 A.B.) W No. 36637 c RAM
TOLL F No. 7635 L E 1455 AUTO CENTER DRIVE _
Exp: 06-30-08 DRAWN ® SUITE 200
1 HERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. �, gyp; 12_31-2008 �, ONTARIO,CA 91761 SHEET
,� �` \ 909.937.9151
227- sO/607q \�' �'�oFCA�, a�� SS Engine Ing C0M rJu '' for Life www.madoleinc.com 1 OF 2
DATED: _ _ _ _ _ 4�c,A►-� CHECKED RCE No 36f 37
DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG ANTHONY 0 L.S. NO. 7635 RAM
DAT FILE No
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