HomeMy WebLinkAbout1840 BENCH MARK NO. 148-B
GENERAL NOTES SHEET 2 SHEET 3 SHEET 4 PROJE CTU%k.. AT THE N.E.C. HIGHLAND AND
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO WEETIWANDA AVENUES, 66' N. CL
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- + , LEGEND HIGHLAND AVE., 24' E. OF CL
1. CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL ETIWANDA AVE. AT THE N.W.C.
BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. > _ OF 4'X8' DROP-IN-BOX FOR
CENTERLINE DRAIN CULVERT, SET STD.
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, CURB AND GUTTER BRASS DISK. ELEV. 1432.612
VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR evrrM+ sEr
2. IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, A A SIDEWALK
{�
REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF 11 27 28 43 44 - - RIGHT OF WAY
RANCHO CUCAMONGA.
O
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE 10 12 ! STREET TREES
SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING i HIGHLW AVEWIE FS FINISHED SURFACE
3. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN k
ON THESE PLANS. A� � FL FINISHED SURFACE
A PERMIT 26 29 42 `� TC FINISHED SURFACE
ENGINEERING�DEPARTM LL BE ENTINPRIOR OTO ANYED FROME ENCROACHMENT OR CITY OF RANCHOUCONST CONSTRUCTION PUBLIC WITHINRKSANY CITY 9 IV 'J L= FINISHED SURFACE
4. OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
25 30 46 {� �� PUE PUBLIC UTILITY EASEMENT
BE ETAT ALLE
NGE POINTS, EDGES OES SHALL BE SET BY FHPAVEMENTCPOINTS WITHIN OR E0.01 FOOT"OF SUB ES
EL SHALL 8 14 41 i SWE SIDEWALK EASEMENT
5. ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE
REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. � 47
24 An
L 40 i
ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 7 0 15 0
SHALL BE CONSTRUCTED PRIOR TO PAVING. VICINITY MAP
6 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL C 23 32 48
6 ; NOT TO SCALE
GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 1fi
7. CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. A
AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 5 17 227A
33 38
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT ANDcr
[D Z � ;
g, GRADATION OF ASPHALT PAVING.
40 21 r Z 50 i Q STREET CONSTRUCTNOTES QUANTf TIES
PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 18 37 ION 1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE 62 536 SF
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE
9. ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. n 19 20 I 51 k 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 3,582 LF
�7 O
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO I 36 3 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 14,592 SF
DETERMINE STRUCTURAL SECTIONS. rl
4 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH) 7 EA
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, __T CHFI Y � J M 5 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 2
EA
-. - -
THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- � _-- f`` -� - �-- -----= - --- - - - -�--- --�---------.- _----.- ------ --
GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA I� 6 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 2 EA
QUALITY BETTER THAN THE NATIVE MATERIAL. 1 ��� 0.0 49 48 17 46 45 44 43 i � * 7 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 14 EA
51 g _ _ J
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY I 8 ADJUST VALVE COVER TO GRADE (WATER MAIN) 7 EA
THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S i 9 REMOVE EXISTING WOOD BARRICADE
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. _-- I 3 EA
STORM DRAIN 10 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101 (WIDTH PER PLAN, X=3') — 01100 SF
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE SHEET 5 TRACT 14496 11 INSTALL STREET TREES PER NOTES AND LEGEND SHOWN ON SHEET 1
DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES 99 EA
BEFOSPECIFICALLY MLSTED ING A BID. ANY ITEM OF WORK THE ESTIMATE OF QUANTITIESUIRED BY THESE PLANS SHALL BE CONSIDERED AS WHICH NCLUDEDTIN INDEX MAP 12 INSTALL TRAFFIC SIGN PER PLAN �, EA
THE OTHER ITEMS OF WORK. 13 NOT USED _
SCALE: 1 "=125'
14 PAINT STOP PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E 2
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED
EA
AT EACH INTERSECTION PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION
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 SOUTH
NORTH
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. R w I �W STORM DRAIN CONSTRUCTION NOTES
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, 50'
THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 5' 7' 36, 7' 5' 30 CONSTRUCT 24" RCP (D-LOAD AS SHOWN ON PLAN) 47 LF
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 1, PuLj' 2' 6' 2' 2'uE 1, 31 CONSTRUCT 18" RCP (D-LOAD AS SHOWN ON PLAN) 45 LF
GENERAL TELEPHONE COMCAST sw 32 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER STD PLAN NO. 318
1 EA
585 NORTH MOUNTAIN AVENUE 1205 DUPONT ST. - I ;2 7 2% 1.7% 1.7>, 2% i2_ I 33 REMOVE EXISTING BULKHEAD AND JOIN EXISTING 24' RCP 1
��' �� �_
UPLAND, CALIFORNIA 91786 ONTARIO, CA 91762 EA
1-800-482-6711 (909) 983-9895
2 lha;
(PORTION OF RED HILL) � s ! _ _— <;` i��-��1 �•� -
SOUTHERN CALIFORNIA GAS COMPANY CHARTER COMMUNICATIONS O
216 N. EUCLID AVENUE 6680 VIEW PARK COURT WATER
ONTARIO, CA 91762 RIVERSIDE, CA. 92503 SEWER
1-800-427-2200 RES. CONSTRUCTION DEPT.
1-800-427-2000 COMM. C/O STUART KING TYPICAL SECTION
(909) 343-5165
MIDDLEBURY COURT, RUTLAND COURT,
CUCAMONGA COUNTY WATER DISTRICT AND GLEN RIDGE COURT
9641 SAN BERNARDINO ROAD N.T.S.
RANCHO CUCAMONGA, CA 91730 T.I.=5, R-70
(909) 987-2591
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR
GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR STREET NAME BOTANICAL NAME COMMON NAME MIN GROW SPACING SIZE QTY
NOT SHOWN ON THESE PLANS. SPACE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION EXISTING SURVEY MONUMENTATION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR MIDD COURT
TRISTANIOPSIS NCN 3' 20' OC 15 GAL 35
COURT LAURINA Ep LANDS
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS I I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF �aS �9L�
AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO RUTLAND ERIOBOTRIA BRONZE RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS �PRK wqq
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD COURT DEFLEXA LOQUAT 3 25 OC 15 GAL 32 WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS F
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 5820
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN GLEN RIDGE MAGNOLIA
> �
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR COURT GRANDIFLORA NCN 3' 20' OC 15 GAL 32"ST MARY" DATED 2'¢ c2 � �
' ._jf_ Exp.
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN MARK WARE - L.S. NO. 5820
WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. �QF C AI,IF pP
PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE
STRUCTURES CONSTRUCTION NOTES FOR STREET TREES: CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO
RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED cmr
OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE TO THE CITY. DESCRIPTION OF REVISION DATE APPROVED:
WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
THESESP 0 LANS OUMEPROCEEDING
TY AND IMPROVEMENTS
UNDERSIGNEDPURSUANT
HARMLESS OR ANY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF CITY OF RANCHO CUCAMONGA
AGRE3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY
DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED
STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DIVISION. PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE TRACT 14496
PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PROVIDED TO THE CITY.
SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE STREET IMPROVEMENT AND
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT STORM DRAIN PLANS
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF TITLE SHEET
THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
UI1ClePgrOl1nC>7 S@I'VIC@ Alert Q?19F E SS/o
APPROVED BY: DATE•
tiq CITY ENGINEER RCE: 49 3
WORE Y� ���0��NO J. q�! C FZ DESIGN 'S By RECOMM E;L)
Cad TOLL FREE Z �, »
FkmIN
- � No. 36052 �o " DBw A RD ENGINEERING
1 800 m ��Av„m
P 6 30 2004 DRAWN ta
FanG. Sm SHEET
227-2600 Ex CGR MMI Fax f"I3%17% 1 OF 5
C V \� CHECKED mivo� ��' R.C.E. 36052 DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG OF CAD, CITY & • t 44 •O Y EXPIRES 6/30/04
DATE
PROJECT SHEET N0. OFFilename: Y:\Dwc\12103\INrRACr\144ee\STREF S\Srnrfr,.DWG
Dab: JUNE 24. 2002 ml
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