HomeMy WebLinkAbout2014 STREET IMPROVEMENT GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS Jm &-n�ovemenf Plans PLAN LEGEND PROJECT
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS SITE
ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE T.C. TOP OF CURB VICINITY MAP
FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
C.F. CURB FACE ,
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE ® Irl" _
A.C. ASPHALT CONCRETE 1 '
HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT 1� l .
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED F.L. FLOWLINE �' 41,11����� � uwudwn9a �"� ` ""
IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA
UP LIP OF GUTTER 4k
3. Y
AN CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL T.G. TOP OF GRATE .:
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM L
xkHIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. INV. INVERT OF PIPE
� L"M 1ArIIA
A
T.W. TOP OF WALL � � d_ " t tum
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING * � �� ���
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA T.F. TOP OF FOOTINGt4SMCiPA e VA 14 e
�� �
H.P. HIGH POINT ,� ..... � . kt .
EASEMENT OR RIGHT OF WAY. r .r
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL F.S. FINISH SURFACEvi
HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE F.G. FINISH GRADE
KI
THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT
WARPED OR VERTICAL CURVE AREAS. GR. BRK. GRADE BREAK
35W , n i
F.F. FINISH FLOOR � �
6 ALL CONSTRUCREDAPRIORETOCPAIVING. S, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES C.L CENTERLINE
R/W RIGHT-OF-WAY
7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL
SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT �- CONSTRUCT 8 P.C.C. CURB WITH 24 GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2-8. 387 L.F. 1 POINT N °T
WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PT. ry „Fi2 * w
PLACEMENT OF BASE MATERIALS AND OR SURFACING. �- CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE R-1 5. EA. 1 EXISTING TREE TO BE REMOVED *T°�xX,
SEE PLAN FOR WIDTH (W). SUBJECT TO TREE REMOVAL PERMIT « - �1
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL .
TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. �- CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 (SEE PLAN FOR W). 1560 S.F. 1 PROPOSED GRADED SLOPE
4 CONSTRUCT 3' A.C. OVER 4" A.B. PER CITY OF RANCHO CUCAMONGA STD. PIAN 100-A. REFER TO GENERAL 5900 S.F. 1 � �
9. PRIOR TO INSTALLATION 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 NOTES 9 AND 10, SHEET 1 OF 2. PROPOSED ASPHALT CONCRETE PAVING
Kr 4,.j, °G k '
OF AGGREGATE BASE. 35 .<REMOVE EXISTING CONCRETE BLOCK RETAINING WALL. L.F.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE2150 U FIRE HYDRANT Ii� ��
STRUCTURAL SECTIONS. 6 REMOVE EXISTING A.C. PAVEMENT AND A.C. BERM AND SAWCUT PAVEMENT TO A CLEAN EDGE. REFER TO TYPICAL S.F. 1
SECTION, SHEET 1 OF 2. J, SHEET FLOW DRAINAGE ..w "a '
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- �'-----� EARTH SWALE AND DIRECTION OF FLOW
GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 7>- REMOVE EXISTING CHAIN LINK FENCE. 260 L.F.
OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. gY- INSTALL STREET TREE PER NOTES AND LEGEND, SHEET 1 OF 2. SEE LEGEND 3.80%_ GRADE WITH DIRECTION OF FLOW
12. IF THE ASPHALTIC 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 �- CONSTRUCT LOW CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-A. 1 EA. Q1
FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 10 NOT USED __ - 1330-
EXISTING GRADE CONTOUR LINE
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, 11 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT. 2 EA.
THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A �- _ -11332--- PROPOSED GRADE CONTOUR LINE
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF 12 ADJUST TO FINISH GRADE. 5 EA. Ql
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
-max-X EXISTING CHAIN-LINK FENCE
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-3 SHALL BE
CONSTRUCTED AT EACH INTERSECTION. PROPOSED CONCRETE BLOCK GARDEN WALL
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE PROPOSED CONCRETE BLOCK RETAINING WALL ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HEREBY NOTIFIED TOPROVIDE A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. ----- ______ PROPOSED DECORATIVE FENCE/WALL PER
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, LANDSCAPE ARCHITECTS PLANS
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE R.D. ROOF DRAIN
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR
TO THE START OF CONSTRUCTION.
18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL STREET TREE SCHEDULE
UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS,
INCLUDING GRADING, HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS MIN.
ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. GROW
SYMBOL STREET NAME BOTANICAL / COMMON NAME QTY. SPACING SIZE SPACE
19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION.
KLUSMAN AVENUE MAGNOLIA GRANDIFLORA "ST. MARY" / NCN 6 20' O.C. 15 3'
20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND Q GAL.
RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE , SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT).
21. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
A. GENERAL TELEPHONE (800) 483-3000
B. SOUTHERN CALIFORNIA GAS COMPANY 800 427-2200 RESIDENTIAL STREET TREE INSTALLATION NOTES :
216 N. EUCLID AVENUE MO 427-2000 COMMERCIAL
ONTARIO, CA. 91762
1. ALL STREET TREES SHALL BE PLANTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STANDARD PIANS.
C. CUCAMONGA VALLEY WATER DISTRICT 909 987-2591 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL
RANCHO CUCAMONGA,9641 SAN AMON DINO ROAD 909 483-7440 ENGINEERING DEPT. BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE
GA, CA. 91730 BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR.
D. METROPOLITAN WATER DISTRICT (MWD) (909) 593-7474 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY OF RANCHO CUCAMONGA
700 N. MORENO AVENUE ENGINEERING DIVISION PRIOR TO AND AFTER STREET TREE INSTALLATION.
LA VERNE, CA. 91750
E. CHARTER COMMUNICATIONS (909) 987-6275 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
10808 FOOTHILL BLVD. #120
RANCHO CUCAMONGA, CA. 91730
UNDERGROUND SERVICE ALERT: EXISTING SURVEY MONUMENTATION:
HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED
FFR BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PIANS AND
o ARE DESCRIBED AS FOLLOWS.
CALL TOLL FREE
-aoo-227-2soo MONUMENT DESCRIPTIONS:
NONE FOUND
TWO WORKING DAYS BEFORE YOU DIG LEGEND:
"CAUTION': Remember that the USA Center DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCATIONS) \
notifies only those utilities belonging to
the center. There could be other utilities
present at the work site. The center will \
inform you of who(m) they will notify.
NOTICE TO CONTRACTOR: EXISTING IMPROVEMENTS PER TR. 9638 CURVE DATA
Ui
�\
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN o 0
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 3 30' 30' 3 _ __ __ ' Aa- R=25.00'
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW .. 0=50'2455"
L=24.88
LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUEi O
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. 10,- 20 J �;r- - -
T B R=25.00 COMPLETED CUL-DE-SAC CONSTRUCTION, ADDED DRIVEWAY
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM 3 12'- 18' 18' 12'- Wj Z,j6'43 �AND STREET TREE. br: Dan Guerra Assoc. 3'x-1-O
AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FORN. 02900 i " E. B A
CITY
PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 4' i3 242.87' to B.C.R. C CC -R=35.00' DESCRIPTION OF REVISION DATE APPxOVED
UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, �� 8'-t 6.5'- -- A=27'57'10"
WHETHER SHOWN ON THESE PLANS OR NOT AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS INCLUDING 0.50' m o L=17.08'
SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ~ F- ~ CITY O RANCHO CUCAWfflNGA
ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE EXIST. GRADE-� ``' - - - +- �R=25.00'
START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, Z _'_ 1 4 SAW-CUT EXIST. C. & G. 26 �=51 477'10" STREET IMPROVEMENT PLANS
REVISIONS OR MODIFICATIONS. - _ _
- 6 (2.09:) ' N. 0'29'00" E. E D EE R_35.00
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS ---- 6'32 0_27.57,10" KLUSMAN A
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND a . . - L=17'08' P M 16038
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH 'THE 3 = -=- _ ' mQ� �,
"OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE - _ `\ / ��� FROM DIAMOND AVENUE N'LY t0 TERMINUS
OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. EXIST. SIDEWALK 0O.
CO
TITLE SHEET
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY 'WAY FOR THE CONTRACTORS AND SUBCONTRACTORS sj / s °so, 3•��•�S _
COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. DEPARTMENT OF Q�pFEss/p APPROVED BY: DATE-_Y/�l%raj
LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY I ��a \ E. ��F°l CITY ENGINEER � ��'/ R.C.E. N0. 24953
ORDERS'. .� �, EXIST. CURB & GUTTER � � '� ``�
KLUSMAN AVENUE - TYPICAL SECTION
DESIGN REWMED
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE w / . m DGA Lah GI�eNNa
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ,r �r,r NO SCALE I C.E. 29'
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL STA.A. 23 "45.1 1 t0 STA.A. 25-+65.85 CUL-DE-SAC DIMENSIONING DETAIL E P. 3/31 0 DRAWN + & Associates SHEET
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 T.I.=5.0 R=72 SCALE: 1'=20' s��T CIV 11- ���P DGA 1 OF Z
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF F OF CJx0F CHECKED 10271-8 TRADEMARK STREET DRAWING N .
RANCHO CUCAMONGA CALIFORNIA 91730
THE OWNER OR ENGINEER. PH(909)987-4306 FAX(909)941-1528 �, 0/
- C - ree S# - C k�-S#at
CONSTRUCTION NOTES
1 CONSTRUCT 8 P.C.C.. CURB 24 GUTTERPER CITY 0FRANCHO CUCAMONGA STD. PLAN 104, A2-8.
- 2 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE R-1.
SEE PLAN FOR WIDTH (W).
w � 3 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 (SEE PLAN FOR W).
- DO-
• l00 O � v� -
4 CONSTRUCT 3 A.C. OVER 4 A.B. PER CITY OF RANCHO CUCAMONGA STD. PLAN 100-A. REFER TO GENERAL
iloi Q o `-VA-Vr NOTES 9 AND 10 SHEET 1 OF 2.
+ N
REMOVE EXISTING CONCRETE BLOCK RETAINING WALL.
-91Cb LE 4GT4 - 6 REMOVE EXISTING A.C. PAVEMENT AND A.C. BERM AND SAWCUT PAVEMENT TO A CLEAN EDGE. REFER TO TYPICAL
PR PO ED T.0 •
E-- SECTION, SHEET 1 OF 2.
>c U
LU -
ti �... �— REMOVE EXISTING CHAIN LINK FENCE.
o , w 8 INSTALL STREET TREE PER NOTES AND LEGEND, SHEET 1 OF 2.
a 1 �- CONSTRUCT LOW CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-A.
- U -
PR PO ED J.0 ,
v m -5-y 7. - a- 10 CONSTRUCT 3 A.C. OVER COMPACTED NATIVE MATERIAL.
EXIST NG T. - o
d co _ i i INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT.
- - �• IQ- INM co t2 ADJUST TO FINISH GRADE.
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`- _ ^ _ _ _ _ _ `� SAC CONSTRUCT
----------___ _ __ _ _ _ __ � � � Q COMPLETED CUL-DE- ION, ADDED DRIVEWAY
R/� _ R wJ Z 2:1 MAX. SLOPE TO DAYLIGHT 1 AND STREET TREE. by: Dan Guerra & Assoc.
DEDICATION TO THE CITY OF RANCHO CUCAMONGA m >�
FOR STREET, HIGHWAY & RELATED PURPOSES. m N W ' DESCRIPTION OF REVISION DATE APPROVED
r ���� J J co co 1 0 — NOTE REGARDING CUL-DE-SAC REMOVALS: CITY OF RANCHO CUCAMONGA
1 N w 'i w FY ADJACENT PR PERTY
F N m i E CONTRACTOR SHALL NOTIo STREET IMPROVEMENT PLANS
4 x N OWNER TWO (2) WEEKS PRIOR TO COMMENCEMENT OF
REMOVALS IN CUL-DE-SAC AREA. E N U E
�- KLUSMAN AV22 � J � JWEU _U _ � _ _____ ..��� P.M. 16038
\� ' I I °° N' t TERMINUS
I-. FROM DIAMOND AVENUE LY o
> I � 21 =
\\ I , �.r,-�.•s PLAN & PROFILE
I I E TI BARN -1
TO BE REMOVED QROFESS/pN APPROVED BY: / DATE,� h
CITY ENGINEER v R,C,E. No. 24953
NORTH-
PROJECT BENCHMARK: CONSTRUCTION BENCHMARK: m DESIGN REC MM ED
\ ��
R. .E. 2922 DGA fan Cil�tewNa
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 60
TOP OF CURB AT WEST B.C.R. AT THE NORTHWEST EXF 3/31/0 DRAWN � SHEET
SCALE: 1"=20' CHISELED "0 " CENTER RET., ON WALL RET., N.E.C. CORNER OF KLUSMAN AVENUE AND DIAMOND AVENUE & ! `sT CN�t ��P sSoCiafes Z Z
BANYAN AND AMETHYST STREETS. PER TRACT 11013 STREET IMPROVEMENT PLANS, SHT. 4 qTF 0� DGA OF
OF 5. off- CALIF
CHECKED 10271-8 TRADEMARK STREET DRAWING N
ELEVATION: 1652.720 .
ELEVATION: 1620.42 RANCHO CUCAMONGA CALIFORNIA 91730
PH(909)987-4306 FAX(909)941-1528 O