HomeMy WebLinkAbout1864 P,�1 C H p
GENERAL NOTESSTREET IMPROVEMENT PLANS m C
SHEET INDEX Z G
1. ALL WORK SHALL BE DONE 1N ACCORDANCE Wf TH THESE PLANS. THE CITY OF RANCHO Q w
CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS FOR SHEET 1 - TITLE SHEET = Q O 7
CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE ' ` SHEET 2 - BASELINE ROAD
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. HIGHLAND
O
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATERBASELINE ROAD _ z
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE SITE — G)
RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE r ,
SHALL TRELOCATED CUCAMONGA.R PROTECTED IN PLACE AS REQUIRED AT NO COST TO I N THE CITY O F RANCHO CUCAMONGA CAM O N GA BASE LINE ROAD v D
THECITY OF RANCHO C
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH COUNTY OF SAN BERNARDINO
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING FOOTHILL
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO
CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
VICINITY MAP
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 N.T.S.
SUB-GRADE ELEVATION AND AT MOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING
STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE
AREAS.
6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY CONSTRUCTION NOTES QUANTITIES
OF RANCHO CUCAMONGA AND A WRITTEN REPORT W17H THESE COMPACTION TESTS SHALL
BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
MATERIALS AND/OR SURFACING. 1 CONSTRUCT PCC SIDEWALK PER CITY STD. 103 223 LF
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY CONSTRUCT PCC CURB AND GUTTER PER CITY STD. 104, A2-8 18 LF
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY 3 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-C, W=3.00' L=18.33' 1 EA.
OIL CONTENT AND GRADATION OF ASPHALT PAVING. �4 -- CONSTRUCT P.C.C. DRIVEWAY W/SIDEWALK PER CITY STD. NO. 101 , TYPE-C W=35', R=9.5' 688 SF
9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE 5 REMOVE EXIST. P.C.C. PAVEMENT 340 SF
THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY.• SIEVE a REMOVE EXIST. P.C.C. SIDEWALK 290 SF
ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 7 REMOVE EXIST. STREET TREE 2 EA.
STREET TREES SHALL BE INSTALLED PER TREE NOTES AND LEGEND ON SHEET NO. 1 2 EA.
9 INSTALL 9500 LUMEN HPSV STREET LIGHT 1 EA.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY 15 REMOVE EXIST. 4" PIPES 50 LF
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 17 REMOVE EXIST. PCC CURB AND GUTTER 73 LF
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 18 RELOCATE EXISTING MAILBOX 50 LF
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED
AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO
PAVING.
13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES.
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM
OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER
I TEMS OF WORK.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A
AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. STREET TREE LEGEND LEGEND
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR STREET LIGHT
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON
REQUEST THE REQUIRED PLAN REVISIONS-SHALL BE PROMPTLY SUBMITTED TO THE CITY STREET NAME BOTANICAL NAME COMMON NAME MINIMUM GROWING SPACING SIZE QUANTITY STREET NAME SIGN, STOP SIGN,
SPACE1
ENGINEER FOR APPROVAL.
+ "NOT A THOUGH STREET" SIGN
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLYSLOPE
STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE BASE LINE MAGNOLIA NCN 3 FT. 20' OC15 15 GAL. 1 �• STORM DRAIN
INSPECTOR. ROAD GRANDIFLORA SEWER MANHOLE
17_ CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. "ST. MARY" SEWER
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: WATER
CURB & GUTTER
A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE T TELEPHONE
10440 ASHFORD STREET,
TELEPHONE (909) 987-2591 oS
RANCHO CUCAMONGA, CA 91730-0638
y/t
B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA
7951 REDWOOD 2UE TELEPHONE. (909) 352-6240 "-04
FONTANA, CA336 CONSTRUCTION NOTES FOR STREET TREES '
,
�'C1V14
C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARClA 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH Or c��
216 N. EUCLID AVENUE TELEPHONE. (800) 427-2200 RES. CITY STANDARD PLANS. R
ONTARIO, CA 91762 TELEPHONE. (800) 427-2000 COMM. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY
585-A NORTH MOUNTAIN AVENUE INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES
MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY
UPLAND, CA 91786 THE CITY INSPECTOR.
3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND
E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI ACCEPTANCE BY THE ENGINEERING DIVISION.
700 N. MORENO AVENUE TELEPHONE. (909) 593-7474 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT NOTE.
LA VERNE, CA 91750 PLANS ONLY.
ALL NEW FACILITIES TO BE CONSTRUCTED DESCRIPTION OF REVISION DATE CITY
AT 2% OFF TOP OF CURB, SIDEWALK I APPROVED
DRIVE APPROACH, CURB DRAINS.
No EXCEPTIONS. CITY OF RANCHO CUCAMONGA
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SOUTH NORTH STREET IMPROVEMENT PLANS
RAW RAW 9212 BASELINE ROAD
R.O.W. FOR DRCCUP00-09
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR t 4' 72' t 4'
STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES t p� T6' 6,� 9' —0.5',
NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTIL17ES OR 5' nP• 4' PREPARED BY. TITLE SHEET AND INDEX MAP
IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE 2% ( 2�2 I 2% 2% MIN WALTER M. NOLLAC, P.E.
RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO 2:t MAX. 2:t MAX. 5445 SHANNON DRIVE Approved By TE:
WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AGG. BASE A.c. PVMT. YORBA LINDA,CA. 92686
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED TEL CITY ENGINEER CE NO. 24953
UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S SIDEWALK O 8" CURB SIDEWALK (714) 528-6571
RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY WATER do GUTTER DESIGNED BY: RECOMMEND
8" CURB ROW2003-00058
COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND & GUTTER STORM DRAIN W.M.N.
SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO SEWER 48 HOURS BEFORE YOU DIG NOTICE TO CONTRACTOR: DRAWN BY. SHEET
DIGGING.
CONSTRUCTION PERMIT
� IISSUED
UNLESS THE APPLICANTHAS PUBLICBY ANISHALL NQUIRY BASELINE ROAD DEPARTMENT BE CALL CONTRACTOR SHALL INSPECT AND VERIFY PROJECT S17F
ALNVOLVIN UNDERGROUND
� OF 2
CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF
IDENTIFICATION NUMBER ISSUED BY U.S.A. TI = s 0 R = UNDERGROUND SERVICE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL CHECKED BY. DRAWING NO.
1-800-422-4133 DISCREPANCIES TO THE ENGINEER PRIOR TO
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