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BENCH MARK : ERAL NOTES :.�
CH I Z 'I [] - I N EAST CURB RETURN, NEC HERMOSA AND WILSONESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION IN THE LATEST EDITION. CONTRACTOR
ELEVATION 1783.513 N0 . DESCRIPTION QUANTITY UNIT SHALL BE FAMILIAR WITH AND ND SHALL BE RESPONSIBLE FOR ADHERENCE TO
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FAVI INSTALL 3" AC OVER 4" AC-G, BASS 21,600 SF THESE STANDARDS AND SPECIFICATIONS.
2 INSTALL 8" CURB AND GUTTER PER CITY STD . I#,+ TYPE A2-B 11,90 L,1=
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER
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mm INSTALL 3 INSTALL 4" SIDEWALK PER CITY STD . 103 5°J0(Q 5 POLES. WATER METERS. VALVES. FIRE HYDRANTS. ETC . SHOWN OR NOT
_ SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT
+ N ® INSTALL SPANDREL AND CROSSGUTTER PER CITY STD . (04-A I AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
N t 5 in INSTALL
ACC-L-55 RAMP PER CITY STD. 10 2 2 Eft OFLOCATED OR RANCHO CUCAMONGA . IN PLACE AS REQUIRED AT NO COST TO THE CITY
- 6 INSTALL 12" CURB AND GUTTER PER CITY STD . 104 TYPE R 2 311 LF 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
Q7 INSTALL DRIVE APPROACH PER CITY STD . fOl TYPE 1Z-1 36,0)& FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
�g d t 8D 8 INSTALL 4 AL o VER 4 ACGG. SASE C13o0 5� INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE
t SHOWN ON THESE PLANS .
g SAWCUT AND REMOVE EXISTING CURB AND GUTTER 370 LF
OL INSTALL STOP SIGN PER CITY STD . 401 --1?;, 1 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION
INSTALL STREET NAME SIGN PER CITY STD. 401-A WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . -
r 1 INSTALL STREET LIGHT-5800 LUMEN,Hf6V� YAiVFOR JWFD. 07 Vm �h
f- W 1� co 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER .
0
13 REMOVE EXISTING 12" berm 2 5` �,F PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT+ r )U �� POINTS WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN
Or- 14 SAWCUT AND REMOVE EXISTING AC AND BASE -- LS 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY
15 INSTALL STREET TREES, 15 641. ftR 5T.TREE 5GflfR1l.E 31 Edi
CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS .
ADJUST WATER VALVE TO GRADE Z 6. ALL SEWER, WATER, ELECTRIC. GAS. PHONE OR OTHER UTILITY
LS, MAINS. OR CROSSINGS SHALL BE CONTRUCTED PRIOR TO PAVING.
+ cA ��G ' 1 INSTALL VARIABLE THICKNESS AC PAVING 31x30 5F
'�" 18 CONSTRUCT 6' BLOCK WALL 6RAVIM65 PI-AI,47• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED
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CONSTRUCT CURBSIDE DRAIN OUTLET PER STD . 107-B CW=3� 73 LF AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
REMOVE EXISTING POWER POLE; PAtD FoR 000RVIuA1�D 8y VE- 3AI APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . -
m S Ia 2l AvJusT MAt'I WoL1✓ To GR.4DE� 4 ErA
a. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE
SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS
N N � �•� COiJTRUGr LOCALI
. �EPfZ��f DN pE1z .5-m. �7-e, 1 �'� COMPLETED TO VERIFY STABILITY 0 I L CONTENT AND GRADATION OF ASPHALT
+ l(1 2 INSTf�LL R2Co 516th PosT PER c-i'ryST'D5. 2 f V PAVING.
z0
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL
BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR
ik DETERMINATIONS TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF
AGGREGATE BASE, AND R-VALUES.
t+.G3 4-t-,b5' K f r 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND
-o PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO
tt�o � 'G
,1. 1, FINAL PLAN APPROVAL) .
I.1roP �srcu�Zg fro �
VZ • z� 02� 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH
2 4J2 i - 12�Q '1�„ �¢ Cow CONSISTS OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY
0.15
' 1 '�< REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL
I� � , VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF
42A F�. ¢ A QUALITY BETTER THAN THE NATIVE MATERIAL .
Ul v INV (lp- 1'/ 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS
P/'Ofi/G SCafcs N
+ N �FZo�(LE STERILANT REGISTERED BY THE E .P . A . FOR USE UNDER A .C. AND P . C .C .
Q _ gl aT10N SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE
z 1` cou R.$S` O c- PIZA04 .0 = FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
N = 4� 1/e.'r't - 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR
/ _
I _¢ THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS
=U7v1z1= c'ot�S7 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
EXISTING SURVEY M O N U M E N T A T I O N : CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK .
I HEREBY STATE THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARDS NUMBER
RECORD THAT COULD BE DISTURBED BY ,THIS PROJECT . ALL SAID MONUMENTS 401A AND 4018 SHALL BE INSTALLED AT EACH INTERSECTION.
WHICH CURRENTLY EXIST IN kRE SHOWN ON THESE PLANS AND
ARE DESCRIBED AS FOLLOWS : , =a�� �%` 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
El ` ' RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION
2/16 DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN
XP . 6/30/01 ! REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR
DATE OJERDNE -M. WILSON RCE 17788 6o APPROVAL .
cEt30
2' g , 1B1 IZ.Z.- 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN.
4-01 ` HAZARD FREE , ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE
y Cl v i l- �'�� a 5' ¢'
1 , CLEANED UPON REQUEST OF THE INSPECTOR.
� - 9 4 0.5
F CALIF 1 , ( 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 2 WORKING DAYS
N - + N �� 2e�o sy PRIOR TO EXCAVATION. ALSO CONTACT UNDERGROUND SERVICE ALERT AT z
.� - 1 -800-422-4133.
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TY1�1 GSL. StSGTIot�I C I Y
Q• Q "VAMOSA Amu DESCRIPTION OF REVISION DATE
� STizs.ET boT�,tJIG�°�I... �l>�N4E cdMMo111 NAME SPAGINC� s1z� Q APPROVAL
Nc� scA�-•E-
TH-ORFIE COVIZ.T P15TP�1A. 1" sls G'Hl"A =SE=- >=1��T ��� 30 o•,� � SQL 27 CITY OF RANCHO CUCAMONGA
r•�ASPC'SE4Z1Z� •PL�,GE yG+11TbN '�DPUI-N�115 Bo-�LE T�.EE 25o.c• �SG�,L- �f-
HERMOSA AVENUE
-TITLE SHEET- TRACT 14509
WI so A E- PLAN AND PROFILE
t4p�: "'r ��SPERRrPl• HERMOSA AVENUE
CONSTRUCTION NOTES FOR STREET TREES: 5I�-•�
TFt� ALZAt LAMA BASlq LDC-A.�p TLnTNS SOOTH 0T=1141S, F'R471�T' 1) ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STA . 10+00 TO 13+29 . 59
SHALL B1✓ ExcA\/�T�D To PROVIDE Su1G INT STORM VJAT1=� R� T7o>� STANDARD PLANS. ,
GAPA,G 1 Ty VD O F-FSl_=--r 114r-- RU ti0 l=I= GE N ESTED 15Y THE APPROVED B Y )J DATEr'21 PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS 1 � E i LG !�
V 1-bPM I-C' T"t fF0JEC_T f'1?(0 R TO 0 e UpAN G . REPORT SHALL BE FURN I SHED TO THE CITY INSPECTOR. ANY UNUSUAL o z - "nFEss„
VD � ti WILLIAM J. O' NEIL RCE 24953 EXPIRES 12/31 /01
IJN D E R G R 0 U N D UTILITY NOTE : AMENDMENTS,TOXICITIES OR
DETERMINED BY CIES MAY REQUIRE BACKFILL SOIL $ ! �op ,,
Q`� .r� DESIGN RECOMM DED
d �`� r= j �.�/�7 J.M.WILSON i ASSOCIATES
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND Q / ,11� JMµ �M/ Ivl� ENGINEERS LAND suRVEroRs
ELECTRICAL] ALONG THE PROJECT SIDE OF HERMOSA AVENUE SHALL BE 3) ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY x '' ;,r� i. ? 223 NORTH FIRST AVENUE
UNDERGROUNDED ALONG THE ENTIRE PROJECT FRONTAGE EXTENDING THE ENGINEERING DIVISION. �' 81-'V i� �olJ` DRAWN ui�� ees-2CA I786
SNE
SOUTHERLY OFF-SITE TO THE POLE JUST SOUTH OF THE EXISTING STORM A �
DRAIN INLET NEAR THE SOUTH BOUNDARY OF TRACT 14509 . 4) STREET TREES ARE TO BE PLANTED PER IMPROVEMENT PLANS ONLY. ,� �'' ��� OF=�
\''�> Irv, 42C,` .a. DATEi Q/12/48
A Fc� A,.�F� CHECKED DRAWING NO.
V G l"N MAP ---- R.C.E. 17788 /
No SCP,L� Jµw GI EXP. 5/30/0( JOB NO. Qg-2Z 6 /-7
_xr�_.r_...-.._�._..4a._ ,-.,_-__b .. �.__,.e_w.-�r� ._ .,�y- .»_.._,,.....�,v.,e�.,�_.__.__ _.. ..a . . ._..Y- _�..� ___ s.,- ,x _.._� .. ____ �.. -��.�. __ _-.� - - _. • _ - ,__ . . _ ...._ .-_ ._; . ,� . 6, . _ _ ....,W _ .�... .� .� -- - -----�- � �._ o�._�z. a,.� YT ys _ ,.-. _ .. .. ..-. _ t_ u_ ._� ,. _ _ _ __ - _ _
BENCH MARK : -
CHIZ IN EAST CURB RETURN. NEC HERMOSA AND WILSON
ELEVATION 1783.513
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10 1 t 12. 1?S 14-
NSTRUCTION NOTES :
A . . INSYALL 3" AC OVER 4" CL . II AGG. BASE
2 — INSTALL 8" CURB AND GUTTER PER CITY STD. 104 TYPE A2-8
3INSTALL 4" SIDEWALK PER CITY STD . 103
(4 INSTALL SPANDREL AND CROSSGUTTER PER CITY STD. 106-A
�X SII71✓1t�h4LlC 5 ". INSTALL ACCESS RAMP PER CITY STD . 102
o �( 77 — INSTALL DRIVE APPROACH PER CITY STD . 101 TYPE R- 1 ; W
"dAS NOTED ON PLAN
_� ,��✓ O9 SAWCUT AND REMOVE EXISTING CURB AND GUTTER
1 0 . . . INSTALL STOP SIGN PER CITY STD . 402
1112 . IN INSTALL STALL TSTREET REET ALIGHT-5800ME SIGN RLUMEN.CITY SHPSV40PAID FOR AND
COORDINATED BY DEVELOPER
04, SAWCUT AND REMOVE EXISTING AC AND BASE
15 . . . INSTALL STREET TREES. 15 GALLON PER STREET TREE SCHEDULE
\� AND CONSTRUCTION NOTES ON SHEET 1
<<�
oil (3 W X16 ADJUST MAN HOLE TO GRADE
. . .CONSTRUCT LOCAL DEPRESSION PER STD. 307-B
,
4J 7
v o 0 -�
O �
-
04- th d1 1P1 IrI
N 4 + 40 N `
/ 10.10 1wNQ •)n�IG I N �x
Uj + /,� }, a 1�1 ,Q
�11 i
6 ^Il► G
Q 5 L o o ,e m + ft
3 h�
2I.0 4�l0 65.00 `� , m •3�0
� 65.00 _4G.83 11$•I� - to
7 �U ? 4 �•
pC(9e4407 e e 1 �2 2 9� - � Q�N4 I� IUSTALJL STRcST NAMEF SlGr95
4�c 4-3
���j ,����,,�F IZ 2 3 ��1 b 5o P IPu ,� jco3j >
70 y, Q c Iv ��/,
70.50 I� _ 70.50 45. 3 • Zg-5`9 � \ Y
9 LUDESCRIPTION OF REVISION DATECD
APPROVAL
wloll� _ �`' IN57ALL
STD R-1 — CITY OF RANCHO CUCAMONGA
141 C3a1) STb�SIGN, iZ"SOLI n/ z
fl
Ire W41TE- LIM ITLII[E s ,STOP„
4// I-EGr--ND
o a� TRACT 14509
f � 8
Y' 13 4'' �rj 16 7 PLAN AND PROFILE
THORPE COU
oRT
4*; '�' `' CURVE DATA : STA . 10+00 TO 15+76.10
Curve v/ Number Delta Radius Arc Length TLength APPROVED BY : �i - , 'anent DATE
7HORK- -COURT
90' 00' 00" 27 .00' 42. 41 ' 27 .00' WILLIAM J . O' NEIt RCE 2495 EXPIRES 12/31 /01
75' 29' 06" 27 .00' 35 . 57' 20 . 90' DESIGN RECOMMENDED
20' 30' 32" 31 8 .00' 113. 83, 57 .53J.M.HILSON ASSOCIATES
20' 30' 32" 282 .00' 100 . 94' 51 .02' MK/ CIVIL ENGINEERS LANG SJRVEYORS
19* 44' 56" 282.00' 97 . 20' 49 .09' 223 NORTH FIRST AVENUE
19' 44' 57" 318.00' 109. 61 ' 55 . 35' DRAWN 1PLAND 9e5-2.055 SHEET
14' 59' 58" 112.00' 29. 32' 14 . 74'
209' 59' 56" 38.00' 139. 28' ------ OF
CHECKED WIA M M M.- WILSON I;k-k010KT Z2 DRAWING NO .
R.C.E. 17788
G/. EXP. 6/30/00 JOB N0. B-2 6 TY
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