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NO SCALE
'.`1___`TREET IMPROV M NT
TRACT No. 17769
GENERAL NOTES
1. ALL WORK SHALL [73E DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMO'N1GA STANDARDS
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING IT'S
ANNUAL SUPP[_FMEN'S OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR
ADHERENCE TO THESIE STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OF' SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE
HYDRANTS, ETC,, SH WN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS
WHERE IMPROVEMEN7 WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE
AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
3, ANY CON TRACT OR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE
SOLELY RESPONSIBLrL_ FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHFIR OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
4. A PERMIT SHALL OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT
PRIOR TO ANY ENCR,DACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR
RIGHT-OF-WAY.
T
5. ALL GRADE STAKES SHALL BE SET BY THE CON IRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL
HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50
FOOT INTERVALS. ' A,.-)DITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR
VERTICAL CURVE AREAS.
6. ALL SEWER. WA-r,,-�, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE
CONSTRI,.it,-,TED PRIOR
TO PAVING.
I. COMPACTION TES"S 07 EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTED ORIGINAL GROUND AND ALL
SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
THESE COMPACTION TESTS "ESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF
BASE MATERIALS AND'/OR SURFACING.
S. AT THE COMB ETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL
TESTS OR DETF -D 1-0 VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING.
RMIN'TIONS COMPLETE
9. PRIOR TO INSTAL! ATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT
OF AGGREGATE 8ASzf___1
10. PAVING SHALL B� PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE
STRUCTURAL SE T101111S.
"1. WHEN 1MPROVEMEI"ITS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE
r,
SHALL BE PREPARED? BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOID'S OR DEPRESSIONS
SHALL BE ' -FILLED Wl_�_H A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE IS TO BE P1 __ A CED ON SUB-GRADE, A SOILS STERILANT REGI-STERED 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. S-MATEE OF QUENTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE
CONTRACTOR SHALL MAKE HIS OWN DIETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY
ITEM OF WORK 'REQI_ RED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL
OF WORK.
lr_
BE D CONS A'S NICLUDED IN THE' 011 ER ITEMS,
14. STREET SIGNS PR CITY OF RANCHO C
UCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH
_N.
INTERSIT CTIO
15. CITY APPROVAL ,:)F PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
ERROR AND O[vIISSI0,!S DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL
BE PROMPTLY SUBM TTED TO THE CITY ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTLE-RIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
CONSTRUCTION. SI-I SHALL, BE CLEANED UPON REQUEST OF THE INSPECTOR.
17. CONTACT ALL U`1 PITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
R R A
I
ST - IP ING (]ENE AL NOTES
All details an 1
for traffic signs and -the installation thereof shall conform to the
d C4
-
Caltrans Sign SPe-:Fications, Tral'. Pic
Manual, Maintenance Manual and Standard Mans and City
Standard Plan No, 133, unless otherwise approved or directed by the City Engineer,
2. Procedures "or painting of striping and pavement markings and installation of pavement markers
shall conforM. the Standard Specifications for Public Works Construction and the following
provisio-s:
A, AU pavement rvrkings shall, conform to city maintenance stencils, �(SA.E,) unless otherwise noted.
n.
B. AIL. conf I ic tinig -; t-ripes and pavemen, .a. kings shall be removed by WET SANDBLASTING,
C. Sufficient cono�-ol point and spot—ing shall be set for accurate and complete installation of
new or replaceme- -.t striping and mar kings,
D, A1,1 controi, po;r is and spotting removes during sandblasting shall be replaced prior to
installation ofs+--Iping and markings.
E, AI control poir.ts and spotting hall be inspected and approved, by the City Traffic Engineer
prior to instaltat-,on OF new or replacement striping and markings,
F, Ali traCPic str- ping and pavement markings installed on new road surfaces shall be an approved
tow VLOIC type, 15 ail thick (wet), installation shall be In two coats with the second a minimum of two
weeks after the First, unless otherwise noted,
G. All thermopitras -c striping and pavPment markings shall be installed in one coat and be 10, mail
thick (dry), unles y otherwise noted,
H, Under no conditions steal: a roadway be left over night, weekends nor holidays without
appropriate strir-_ing and markings to the so-tisFacf1on OF the City Engineer.
1, All traffic striping and markings shalt be installed with all appropriate permits and traffic
con-trot meosures, in accordance with city and state standards,
J, Temporary or , ' --onstrution striping and marking shall be in accordance with city and state
standard and as directed by the City Traffic Engineer,
3, Street Name Signs shall be instatted per City Standard Plan No, 401-A
4, Traffic Signs _--hatik be installed per City Standard Plan No, 401-B
5. All crosswalks, limit lines and legends shall be thermoplastic except legends In bike lanes;
QUANTITIES
1/4" P
� OF STREET
R/W
STOEBE COURT TYPICAL SECTION
N, T. S.
CL OF 19TH ST.
I
R/W
—121
7,51 —4
LEVEL LINE
_0
-7-
8" P.C.C. C & G
EX. AC PVMT
1 CITH �T TYPICAL SECTION
N.T.S.
51
SLOPE
1 /4" PER FT.
ilk- NS
Undergrou.nd Service Alert
tn
Pill: TC)TT _PPVFi
1-8,00
422-4133
11==�
TWO' WORKING DAYS BEFORE YOU DIG
1) ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH C11 STANDARD PLANS.
2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO
THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL
AMENDMENTS, AS DETERMINED BY THE CITY 'INSPECTOR.
3) ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DEPARTMENT.
4) STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
CONST. 6" CURB & GUTTER PER STANDARD NO. 104.
511 FT
MI:N.
CONST. 4" TH. P.C.C. SIDEWALK PER STANDARD NO. 100A,
TELEPHONE
VERIZON
101 & 103.
2,534 SIT
M i 'N NAMI:
CO-
CONST. MIN. 3" A.C. OVER 4" AB PER STANDARD NO. 100A.
9,056 SF
3:1ZE
CONST. ACCESS RAMP PER STANDARD NO. 102.
2 EA
CONST. LOCAL DEPRESSIONS AT CATCH BASINS PER
SPA1CIE
CHARTER COMMUNICATIONS I
STAN"DARD NO. 3-07, CASE B.
1 EA
I 9TH1 STREET
C ONS T. CROSS AND LONGITUDINAL GUTTER PER STANDARD
CRAPE MYRTLE HYBRID--- LAVENDER LAVENDER
3 FT
NO. 106 —A.
942 SIF
14*
SAW—CUT & JOIN EXIST. A.C. PAVEMENT, FEATHER 2' MIN.
"MUSKOGEE,"
FOR SMOOTH JOIN.
106 FT
BOX
INSTALL STREET TREES PER NOTES AND LEGEND HEREON.
32 EA
GE[JERA PARVIFLORA
CONST. DRIVE APPROACH, TYPE R-1, PER STANDARD NO. 101.
1,716 SF
@
INSTALL 5800 LUMENS HPSV—EQUIVALENT LED STREET LIGHT,
9
STOEBE COURT
BY S.C.E. PAID FOR BY DEVELOPER.
2 EA
5 FT
CONST. CURB CORE PER DETAIL ON SHEET 2
3 EA
INSTALL SIGNAGE
2 EA
STRIPING LINE
21 LF
PAVEMENT MARKNG
1 EA
1/4" P
� OF STREET
R/W
STOEBE COURT TYPICAL SECTION
N, T. S.
CL OF 19TH ST.
I
R/W
—121
7,51 —4
LEVEL LINE
_0
-7-
8" P.C.C. C & G
EX. AC PVMT
1 CITH �T TYPICAL SECTION
N.T.S.
51
SLOPE
1 /4" PER FT.
ilk- NS
Undergrou.nd Service Alert
tn
Pill: TC)TT _PPVFi
1-8,00
422-4133
11==�
TWO' WORKING DAYS BEFORE YOU DIG
1) ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH C11 STANDARD PLANS.
2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO
THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL
AMENDMENTS, AS DETERMINED BY THE CITY 'INSPECTOR.
3) ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DEPARTMENT.
4) STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
*DUPLICATES DRAWINGS NO. 2155 & 1480
UTILITIES:
WATER
CUCAMONGA VALLEY WATER DISTRICT
MI:N.
TEL. (909)987--2591
TELEPHONE
VERIZON
STR55T NAME
BOTANICAL NAME
M i 'N NAMI:
CO-
GROW
SPAC[NG
3:1ZE
QTY.
SOUTHERN CALIFORNIA EDISON CO,
TEL (800)655-4555
SPA1CIE
CHARTER COMMUNICATIONS I
TEL. (909)987--6275
I 9TH1 STREET
LAGERSTROEMIA INDICA
CRAPE MYRTLE HYBRID--- LAVENDER LAVENDER
3 FT
20 FT O.C.
24-INCH
14*
"MUSKOGEE,"
BOX
BERYL STREET
GE[JERA PARVIFLORA
AUSTRALIAN WILLOW
55 F T
25 FT O.C.
15-GAL. I
9
STOEBE COURT
GEIJERA PARVIFLORA
AUSTRALIAN WILLOW
5 FT
25 FT O.C.
15-G AL,
*DUPLICATES DRAWINGS NO. 2155 & 1480
UTILITIES:
WATER
CUCAMONGA VALLEY WATER DISTRICT
& SEWER
TEL. (909)987--2591
TELEPHONE
VERIZON
TEL.,(800)483-3000
GAS
SOUTHERN CALIFORNIA GAS CO.
TEL. (800)427-2200
POWER
SOUTHERN CALIFORNIA EDISON CO,
TEL (800)655-4555
CABLE T.V.
CHARTER COMMUNICATIONS I
TEL. (909)987--6275
I U ;N
EXST G SURVEY MONUMENTTATION
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD T HAT COULD BE
DESTROYED BY THIS PROJECT, ALL SAID MONUMENTS WHICH CURRENTLY EXIST INTHE -FIELD ARE SHOWN ON
THESE PLANS AND ARE DESCRIBED AS FOLLOWS:
NONE
ANY UNDERGROUND UTILILITY PIPES DR STRUCTURES SHOWN ON THIS PLAN
THE EXISTING AND LOCATI1 D N 0'
ARE ABTAINED BY A SEARCH DE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW
LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC, THE CONTRACTOR SHALL TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.
THE EXISTING UNDERGROUND UTILITIES AND - SUBSTRUCTURES IDENTIFIED ON "THESE PLANS WERE TAKE FROM
:
AVAILABLE RECORDS AND SHOWN ACCORDINGLY, I T N ACCIRDANCE WITH THE STS - SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION PART A SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTRACTING
UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING ,UTILITIES,
WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS 9, DEPTH'S, INCLUDING
SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK
ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER" S T TENTION PRIOR T
A! 0 0
THE START OF THE C❑NTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES,
REVISIONS OR MODIFICATIONS,
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL
CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 0 OCCUPATIONAL
SAFTY AND HEALTH REGULATION" OF THE DEPARTMENT OF U,S, LABOR, AND WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS",
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS
COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT
OF
LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY
ORDERS".
CONTRACTOR RACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
I I U I
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
I
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL
, I
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF
THE OWNER OR ENGINEER,
5/29/115