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PIAN 6�N�M NOS' E�5 :
1107 G �3 1107 ry;_,� K HA_, �.l �J(,NE ;N At ;k,;AN(-F WI?H 'HE-t r'LAN=. THr '
EXISTING A.C. GRADE A r CENTERLINE p• •`R OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS
b`L FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
�O SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
b�
b. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT
1106 1 106 AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO
- L' �y b• THE CITY OF RANCHO CUCAMONGA.
�,• p�� b M 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
c� z HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
4 ` HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
'1 56 a
1105 II II O rv. 1 105 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
0 v0 00 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION
Lo 0 n WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
Z O z 5. ALL GRADE STAKES SHALL BE SET BY THE ENGINEER. PAVING STAKES SHALL
to
Vo Q u')
O ..`. BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT
OF SUB-GRADE ELEVATION, AND AT NO MORE THAN 50 FOOT INTERVALS
.-. m N O C � II N O II II
z �� ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS
v �c v~i I.-
O g3X) ✓
'n U 6 o Q D.✓ NEEDED AT WARPED OR VERTICAL CURVE AREAS.
C> d .'. _ ,� H ✓ 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,
N OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
.. w � _� z II II L 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
II p O z O p p 81 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED-
�? v ^ Y Q �-0. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO
THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
,n mz W to � PRO OSED TOP OF CURB 18.00' m MATERIALS AND/OR SURFACING
1107 ^ � U <� II o SOU H OF CENTERLINE z m 1107 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO
o p F r- o THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
M �O�y VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING.
�.W c J I Z O_ N 0 +0. / 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE
II II +Q 9 O SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS
COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF
t- m z� N U 5 % - AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT
1106
Q 0 I +0• i i 06
vTESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL CONSTRUCTION).
U
~i m� 1 1. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSIST OF
A ROCKY 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 GRADE MATERIAL OF A QUALITY BETTER THAN THE
NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON THE SUB-GRADE, A SOILS
1 105 STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.0 AND P.C.C. SHALL BE
1 1 0 5 UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL
PAVEMENT WIDTH PRIOR TO PAVING.
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
WORK-
14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION.
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR APPROVAL.
15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, AND HAZARD
FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON
REQUEST OF THE INSPECTOR.
16. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND ALL AFFECTED UTILITY
COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION.
_PROFILE SCALES: A. CUCAMONGA COUNTY WATER DISTRICT
9641 SAN ROAD
HORIZ: 1„ =20' RANCHO CUBCAMO GA, CALIFORNIA 91730
VERT �., = 1l' (909) 987-2591
17. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL
3+00 4+00 5+00 6+00 7+00
NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY
HAVE BEEN INSTALLED, INCLUDING ALL ON-SITE GRADING HAS BEEN COMPLETED,
AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED
I AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
EXISTING STREET LIGHT ON P.P. I 1 ` *NOTE: UNDERGROUND ALERT CONTACTS.
EXIST SIDEWALK ,, )
Q GENERAL TELEPHONE
SO. CALIFORNIA EDISON -
SO. CALIFORNIA GAS COMPANY
EXIST. CURB do GUTTER
\ CABLE COMPANIES
- - - ._ -- _ - - - - w�• C.C. .D.
+1 ±I I -PSDJI!Cf11FAVOPARYBI NCHMAM:
STATION 0+00.00 MAIN STREET= ZD O1 0 04 146.00 I ATION 6+84.40 MAIN STREET= EXISTING TOP OF CURB FACE AT STATION 6+84.60 MAIN STREET,
CENTERLINE INTERSECTION EXIST. 24" 06 Q1 O1 0 04 CENTERLINE REID AVE,
ARCHIBALD AVE. DIA. S.D. MAIN � / 1 I f / DO 17.5' (R) AS NOTED ON PLAN AS "T.BM"
4+00 �> 5+00 +00 „ 7+00
S8 - - - -I -
LEVATI N - 7
ELEVATION 110 .84
12) STATION 3+70.16 MAIN. B.C.R. STATION 4+21.16 MAIN E.C.R.
_ T.�,=_l].Q56$4_FL=--ll - T.C.= 1105.97,- F.L_=1105.30 +I T.B.M. +I
04 o - 10' CURB TRANS. STATION 6+84.60 JOIN IST. NG flcC 1'O CONTRA for-,,
T•C._(1107.84), F.L.=(1107.19)
o - 7ZY - - --
M ZD RB TRANS. 1 .00' -4.00' 07 o o r i THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN
o co �, ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
z 09 3+43 x 00 x x x x x x x I t EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW
10 01 I o LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE
0 PRECAUTIONARY
MEASURES TO PROTECT A UTILITIES C ALL UT L ES ANDSTRUCTURESH WN
SO NTN P
- I ,i0 ESE PLANS.
4' I
o PROPOSED R W
1 1 1 9 0 PROPOSED R/W 07 0 3 / co 2 SIDEWALK T ANSITION �� I EXISTING R W _
- u, 0"' / ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS
0 u "' I SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND
EXIST. R/W 3 EXISTING R W o EXISTING SEWER MAIN THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
10.99' EX►St. TIZE Td 8E / 5.00' WIDE VACATION • *OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE
q d ] co EXISTING R/W Lo
REMOVED PE>� o 0 0 Ln BY THE CITY OF RANCHO + '� 000
EXIST. CUCAMONGA + + STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
60 SITE GEADIO(a J II
CD
I
"'" 09 09 Q THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCON-
03
N
, I
TRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL H
I
ONAL EALTH AND SAFETYREGULATIONS" OF THE U.S.
S F.F.=(1104.6) R 10 10 0 09 I' I DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
BUILDING
If �1• "CONSTRUCTION SAFETY ORDERS".
ON-SITE IMPROVEMENTS CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
0 10 20 �xi5m6 5 v�y mommm-rm0N: BY NORTHTOWN HOUSING SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
SCALE 1"=20' I HERE-BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDDEVELOPMENT PLANS. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD AS THAT COULD BE DISTURBED RE SHOWN ON THESE PLANS AND 30.00' RIGHT OF WAY TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
ARE DESCRIBED AS FOLLOWS. 5.00' RIGHT OF WAY OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
18.00' 12.00' PK . TO BE VACATED BY THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARIS-
1) STRADLERS ON M.H. RIM TO THE CENTERLINE INTERSECT OF MAIN STREET AND REID AVE. >_ .�- , CITY OF RANCHO CUCAMONGA ING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
(NOT TO BE DISTURBED BY WORK ON THIS PROJECT.)
0
` NOTE: _ 51 �
fI _ � INS�'Al��A110N N01�5,
DANT L E. G RA R. .E. 29224 EXP. 3/31/99 ATE THE BELOW QUANTITIES ARE NOTED ON THIS PLAN BY THE TC1105.69 X
ENGINEER SOLELY AS AN ESTIMATE OF THE WORK =
REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY 0 4.50'
NOTIFIED TO PROVIDE A BID BASED ON HIS OWN w I • 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLAN NO. 500,
DETERMINATION OF QUANTITIES AND A COMPLETE JOB. zl
AA ' w 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STD. NOS. 502 do 505
5TMf FAN CON511 XION N07F5, & �511MA1FOf QUANITT5. 6.00' 6.00' L.S. AS PROXIMITY TO HARDSCAPE DICTATES.
�
3. PRIOR TO COMMENCEMENT F P
0 ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED
ED
O 07 TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE
00 5J�Wg1rMV I�MOVE POP"OF EXJ511NG LOCM.I�EPrZE55ION 50 S.F. 04 BACKFILL SOIL AMMENDMENTS AS DETERMINED BY THE CITY INSPECTOR.
INV =1099.50 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING
0 5AWCL1r A lV REMOVE EX1551M ASPHN.f CONC"PAVEMENT/BERM 2150 S.F. \ 0.579; 5.809„y� 2.00%
MIN N
0 3. 5
N 0531 02"W 23%MAX. 209 DIVISION PRIOR TO AND AFTER STREET TREE INSTALLATION.
PROPOSED F.G. ® R/ �Mk III
0 CON51RWf 8"CF,WITH 24" 61MR PER CITY OF RANCHO CLEAMONGI151 .I7WG.NO. 104,A2-8. 264 L.F. 12.00' = 1 105.93 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
03 CON5farf P.0 C.COMMERCIAL t7"APPROACH PER CITY OF RANCHO CLICAMONGA 51P.VWG.NO, 101-0,W-35,00',8-8,00' 518 S.F. - t�1rtQr^ • 01 6. ROOT CONTROL BARRIERS ARE NOT REQUIRED UNLESS OTHRWISE AUTHORIZED.
04 CONSfra iCf P C C, 51t7EWA1K PER CITY OF"4CHO 5?t7.t7WG, NO, 103,(WInM PER PLAN) 1960 S.F. ST6^4 Plelov I IINV.=1099_56 ,!!�i\� - r = I I I I 7. STREET TREES ARE NOT TO BE PLANTED ANY CLOSER THAN 10.00' FROM ANY UNDERGROUND UTILITY
�i{� !�
05 CON5'1Wf 5" ASPHALT CONCRETE PAVEMENT OVER 4" ACZKCiATr=13A5E, 630 S.F. I\OpI OSV V 5P .r LA -
� ��
06 CON5TRLJCr POR'iION OF LOCA1 MM PER CITY OF RM CHO CLE.MAONGA 5R7.r7W6. NO,307,<MArCH EXI5r,FEU7 COWMON5), 50 S.F. - x 0
l DERBISH, CITY OF RANCHO CUCAMONGA
10 -INSTALL 51MFr TREE(5) PER 5TIEEr THEE CON51i3.1 TM WT5/LEGEN7, (SEE LEGEND) GUE R RA & Q
08 N`!S(ALL W-56 W1TN 1YF'E "N" MARKER , EA. r 't �` T' ASSOCIATES APPROVED BY DATE: RECOMMENDED BY:
�Yr�sf •, '�(I ,
10 -MTA A- 5000 LLWIEN5 5TRrff L04r VY 5.0.E., PART FOR VY 01M%R,C00WWlrj7 VY COWMfOR.GZNMk CONr>KfOR - --__ _ - _- _---____ -------- - 0
- CITY ENGINEE R.C.E. N0. 24953 5 p //_/Q_y
#U M IEQLIIEt2 r0 IN%&L MN MI5C.FACLtM5,(I.E.CON7l.Xf5, PLLIBOXE5,I Vd�7FM5 ETC,) CIVIL ENCINEF.RS DESIGN BY: rr rr SUBSE N SHEET
A5 fEaMt7 PY 5.C� 4 SYMBOL STREET NAME BOTANICAL / COMMON NAME QUANTITY SPACING SIZE R RANCHO ACG CA ,CA 9J1 171 150 730 LAS CASITAS
INSTALL R.26 '1 I" 4 EA. (909) 987-4306
D.G.A.
SIGtJ(A ACH f0 Si1EEr LIA'ff SR7J DR �5-21 t OF 1
10 0 PYRUS CALLERYANA BRADFORD/ 0 DRAWN BY: MAIN STREET PROJECT SHEET
� � -CONSTRUCT 18" t�lA.R.CP.STORM PIPE(n-1500). 12.00 L.F. MAIN STREET 11 EACH 20' O.C. 15GAL.
BRADFORD PEAR BY DATE BY DATE D.G.A. C-6
1 REMOVE NECE55MYP0R110N OF E45f.Co. s .LOIN W/ PR01105Et7 5.n. L.S. � ������� DESCRIPTION OF REVISION CHECKED BY:N CE 9 DESIGN CITY DRAWING NO.
L E CUERRA R . 29224 EXP 3/31/9
DASTREET IMPROVEMENTSII �j
ENGINEER APPROVED CITY PLAN & PROFILE 1���