HomeMy WebLinkAbout1802 VICINIly MAS' 6� N� F-,A, NOT� 5
PROJECT BENCHMARK: UNDERGROUND SERVICE ALERT:
- - -j L _j L_ - L. CTAT, UCAM ��C�A t3t'�CHMARK NO. 1 65: 0 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
BASELINE ROAD / o STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION,
DESCRIPTION: CHISELED " I ON TOP OF CURB, FRONT Call:Toll FREE INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL
OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 1 -$00
MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
TRACF t6t8t
> ELEVATION: 1224.855 422-4133 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE
a ETIWANDA AVENUE HYDRANTS, ETC. SHOWN OR NOT SHOWN THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT
B
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR
TWO WORKING DAYS BEFORE YOU DIG
PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
w
"CAUTION": Remember that the USA Center
z 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL
w MILLER A NUE notifies only those utilities belonging to
Q �h the center; there could be other utilities BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
�i present at the wort site. The center will HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
NSTRUCTION SITE GARCIA DR, STREET IMPROVEMENT PLANS inform you of whom they will notify. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING
PROJECT DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA
a LOCATION F_ EASEMENT OR RIGHT OF WAY.
CON5 UC�rI ON NOTF5 & � 5-rIMATF, Or QUANTIfE5 : w 5 HINGE POINTS, EDGEALL GRADE STKES SOF P BE E ENT POINTS WITHIN A0.01 FOOT PAVING STAKES
ELEVATION BE SET AT
NOT ORE ALL
w THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED
w
FOOTHILL (RT 66) BOULEVARD a AT WARPED OR VERTICAL CURVE AREAS.
V) 1 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 3560 S.F. z o
OZ�
<0 g 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE
0 Uj
0 o- CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. 126.50 S.F. <w cr CONSTRUCTED PRIOR TO PAVING.
� zQ
3 3 CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 104, D1-8. 5 L,F, Ew O z w 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND
wz 50 -o Q V) ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT
1400 ' - o
4 CONSTRUCT S' A.C. PAVEMENT OVER 6" AGGREGATE BASE AND COMPLY WITH GENERAL S.F. - o v�S.w WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE
ARROW ROUTE Q
PROPOSED RIGHT OF WAY O =
NOTES, NOS: 9, 10 AND 18 HEREON. w o=��� PLACEMENT OF BASE MATERIALS AND OR SURFACING.
o. 5 INSTALL 9500 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY w 43' MAX., 32' MIN. _~ =w 8. AT HE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING
CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 4 40' EXISTING RIGHT OF WAY ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT
(I.E. CONDUITS, PULL BOXES, HAND HOLES, ETC.) AS REQUIRED BY S.C.E. EA. 40' } PAVING.
3
Q
ADJUST MANHOLE TO GRADE (SEE "MANHOLE ADJUSTMENT NOTE" HEREON). EA. \ 32' 1 g --�� 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
�-/ 1 1 1
INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND HEREON. SEE BELOW I o LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND
9 >_ EQUIVALENT OF AGGREGATE BASE.
10 REMOVE EXISTING TREE/STUMP TO THE SATISFACTION OF THE SOILS ENGINEER. 4 EA. w I� c.D
� 18' 22' w } 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE
vl i-4 m I� STRUCTURAL SECTIONS.
11 REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING UTILITY LINES. 3 N w
J
® cj V)
REMOVE AND RELOCATE EXISTING TRAFFIC SIGN. 1 o a 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-
w Q r
t 2 z -j GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS
13 CONSTRUCT 10" COBBLE CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. 105-B 655 L.F. z w z o 16 c� 7' w OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL.
_z
w m 14 V) p T 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR
1400 S.F. EXISTING A.C. PAV�M ENT l�
&_
4 SAWCUT & REMOVE EXISTING A.C. PAVEMENT/BERM. 1 w ojo
VER AGGREGATE ASE 4 w X 1USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE
15 INSTALL R26S SIGN ON POST (UNLESS ON STREET LIGHT) PER CALTRANS SPECIFICATIONS. 4 EA It`' 2.00%1 FOR FULL PAVEMENT WIDTH PRIOR TO PAVING.
- - - - - - - - - - - 0.50' 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER,
1 6 CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 119, MODIFY P.C.C. CURB 2510 S F - - - - - - - - - - - - - - - - - �w THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING
TO COBBLE CURB AND (REFER TO CITY OF RANCHO CUCAMONGA STD. DWG. NO. 105-B,) _ _ _ _ N A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
CURB FACE=8" L - - - - - - - - - - - - 1 a OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
17 CONSTRUCT DRIVE APPROACH, TYPE 'C' PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 101, W=50.00' 1 190 S.F. 2'MIN. I 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A do 401-8 SHALL BE CONSTRUCTED
MODIFY P.C.C. CURB TO COBBLE CURB (REFER TO CITY OF RANCHO CUCAMONGA STD. DWG. NO. 105-B,) AT EACH INTERSECTION.
VARIABLE CURB FACE.
VARIES
EXISTING/PROPOSED IMPROVEMENTS PER TR15711-2 11' MAX., 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
DRAWING NO. 1694 CONSTRUCTION ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS
SYMBOL STREET NAME BOTANICAL COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY 0.0' MIN. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
t _ ) ETIWANDA AVENUE EUCALYPTUS RED GUM 8' 30' O.C. 5 GAL. 10 EA. 16• WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT�pICA� SFC�ION F-1WANnA AyFNUF ( AT r?IGHr TUM LAW)CAMALDULENSIS CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
L 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO
- NO SCALE w
5TATI ON 6 + 5 191 o 5TATI ON 8+ &� N o THE START OF CONSTRUCTION .
z LJ
18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES
X o w AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING GRADING
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. U��` ry
- HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED
0 0 _1dvi TO THE SATISFACTION OF THE CITY ENGINEER.
2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE oz w
FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY o Q�' 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION.
REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. O 0 Q 3 w
w o z D- 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET
3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING ? 50' O= PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT).
DIVISION. ft�
w
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. z
40' 40' <32� g FX151I NG 5UPVFY MONUW NI N ION :
3 h -10
THE QUANTITIES NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK �1 m I 1� I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED
REQUIRED FOR THE PROJECT, THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN >_ 5' BIKE LANE U I � BY THESE PLANS. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND
DETERMINATION OF QUANTITIES AND A COMPLETE JOB. tY ARE DESCRIBED AS FOLLOWS.
w 18' 22' w 3
3 O m I NO EXISTING MONUMENTS SHALL BE DISTURBED FROM CONSTRUCTION SHOWN ON THESE PLANS.
® 0CD
J
MANHOLr AnjU5fMFN-' NOTF : V) � � N � I>- V)
X F_ m O O lY
SEWER MANHOLES SHALL BE ADJUSTED TO GRADE IN ACCORDANCE WITH bi x EXISTING A.C. PAVEMENT-
AV MENT 14 a- o I W 5, 0.50'
THE CUCAMONGA COUNTY WATER DISTRICTS STANDARDS AND SPECIFICATIONS w Q N OVER AGGREGATE ASE o W z�_
TO THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA AND C.C.W.D. 4 2.00% 1
INSPECTORS. PRIOR TO ADJUSTING G.T.E. MANHOLE, THE CONTRACTOR SHALL - - -
COORDINATE WORK WITH THE GOVERNING AGENCY. L - - - - - - - - - - -
0
�
I(nX
EXISTING/PROPOSED IMPROVEMENTS PER 2'
TRACT 15711-2
DRAWING NO. 1694 CONSTRUCTION 13
SPECIAL NOTA '`
1�ICAI, S�C1'ION ��IWANnA Ay�NU� , � ���
REFER TO DRAWING No. 1694, SHEET 9 OF 10 -
FOR ETIWANDA AVENUE SIGNING AND STRIPING. 5TATION 9 �6 90 t0 51A1 ION 17+ �I �' No SCALE
3 3( o
REFER TO DRAWING No. 1693, SHEETS 1 , 1A -_ 4
AND 2 OF 15 10 REVISIONS AND DRAWING
No. 1694, SHEETS 1 , 1A AND 2 OF 10A
FOR GARCIA DRIVE IMPROVEMENTS) WQ ��
A 1,0ErTS ( A.00 -
NO-r1Cr TO CONTP-,,AC-rOF-, :
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN
ARE OBTAINED BY A SEARCH OF 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. all
NO. DESCRIPTION OF REVISION DATE c
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM APPROVED
AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CITY OF RCUCAMONGA
PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING
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 do DEPTHS,
INCLUDINSTARTING GWORK ICE ON TOHENPROJONS ECT.MIFICH MAY AFFECT OR CONFLICTING UTILIITIESEAREFECTED BY ITS NOT BROUGHT OTOS TTHEIONS PRIORENG NEER S 0 STREET IMPROVEMENT PLANS
ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE
FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. TRACT
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS
16181
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND ETIWANDA AVENUE
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
"OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE
STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS". FROM 595'± N/O FOOTHILL BLVD. TO GARCIA DR.
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS APPROVED BY: ' R.C.E. 4Q53
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 CITY ENGINEER � _.t= � DATE/ G
ORDERS UE�II IJA Okikif"ADIJ)
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB DGA E
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL Dan Guerra
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 1)k,a �-
- �HEF:'1
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER DGA & ,�$$OGia e-S 1 2
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE OF
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF (}3E r hF 1 �
I^^_1 n ,��Ytri'dp 9_RMICNOCUCAMON(ACA917W II)RAWIN(' No
THE OWNER OR ENGINEER.
PRVT. ENGR. °A��' 1802
PRo�ECT SNT I of 3
- - - - - ' - - -i- ---- - -- - + -- - + - - -- - - - - - - -- - - -
O �
n O n
Or OBD +Ni
• cr tC4 IM <
r4i
vy til
o � 11, SN OII �v _1•N �h N W _ < N+�
1 +a0 _ Q w' II VY
;
N
O I 'II
< N li
O V1
V 11
VI I t
11
� Z' On
' II
- - - � � � � - - 2 5 lT � S.
+
o < N ill ,I' -
-
CT,
< pN w aIf!
�i o
- + -- - -iv►�`
to 1`�
n 1n
1225- �X S`fiNG-1
• v •
II
11
4 _ X •If? ON - N� N tN +
< N o
� � ��, • II N O O; ' +N M N II II', IV1 li';
t II, V) r o N
< VI -- n O N' II __ < N W
+N
CNI
NN 11 tom;
O _ �
N:
u
u:
I u
0
a � s
N •I
Vl W'
Z
I� gw i - � ti �+ 2 5 G
+O'col n c
- - - - - - - -
oi `� � J
w
II
1-
1iTf
FdI II III �"• J N - - 4D
�5 ER�*G, F • • �- -in LL:! II ~ U L N V
io
in
Vf aD O U t0 N 00 U
�- 00) & _
a, - o•n N U II tt I� 1 pZ�
aj
• T10"
NiPR PO EDT.C. 43 RT: II
-- — -- -
n TRN. .j Oc ,Iu ci .C, T.POP SE T.�. 3 '
pZMMWJE Io! 40 NY2 5 '1 1-- Tr
o I _
IQycI�NN �� O U Ua 2• .. .. , + O II v -
o w m 11 II io I� ` I z a PRO OS D .L 32' RT. J o v~i allo N E IST
v
-- - - - j - - N - ` RBA -GETTER'
�+p iw t/1 r-» < j �O O c� Off(. � I '�� 11 '
'U I
22 R - fin
• • •
m I
- �- r---+ --.- �---- ,meg - I
E IST G C. BEkM
PROFILE SCALES:
HORIZ.: 1 "=40'
VERT.: 1"=4'
I ,
5 6 7 8 9 10 i t 12 13 PROJECT BENCHMARK:
CITY OF RANC"O CUCAVON1_A B�t�LHMARK NO. 165:
�• / - I DESCRIPTION: CHISELED "E] " ON TOP OF CURB, FRONT
OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25
m X MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B
II
I
—7 o ELEVATION: 1224.855
/ -- z
ry <
1 _
�J
Z
7+
W
ti I ETI ANDA AVEN E � <
U
O
`9 I
SCALE:1"=40' I I " I I I °D W
n
. PROPOSED 12 WATERLINE _ J
A �
PE-k-PROJECT PUBLIC WATER PLANS. n J CURB CURVE DATA:
V D —_i
—�. -
-...� NG R W � i io ,
iEXISIL_� _ m f W —
�� - -�.Lk, - -
0 _._ N z A R-8.00
"
� , � � �=90'00'00
i 4 ; z a ,
-� m I � � � ��� o w w L=12.57
I
� I T-8.00
I4 .
P
,
H
W
PROPOSED 8 SEWER LINE PER
O PROJECT PUBLIC SEWER PLANS. 3 + 6+91.91 P.R.C. + I I -- � - - -'--------- --------- -- U
TC=11.74,FL=10.91 TC=12.43,FL=11.76 11 " 9 18.4 C. D.A. II
1A / N00"36 13 E W=50.00 II I 1 1 I T F+_NF 77 L. ARCIAETIWANDA= L=21,21
10 I + A A Q,' T=13.50
n1611 1 = '
CAUTION, , , R 35.00,w�p SEE: D n� 4 a N N � TEL FIBER OPncs � +85.40 B.C. R=8 I• 9+56.90 E.C. R=13.50 ro � cAunoNl 1 �=89.19'51a _ w13 O ^ - CONDUITS, 32'tRT w =16.53,FL=15.86 I =1 L=1 j � 9 4 N w a TEL FlBER OPTICS ,
---- -- - -- - - - --L- 'I 2<� 11 ' 1 -
--- T 34= r 7=-V�
R=84.57�-
jT 73
� Y
- _1P " --------------- -- - --- ��20'46'39"
om r--a--r r w - D o4 _--� 1 -` - --- - -- _ L=30.67
" 14 0 _^ -�- C / T=15.50
3 �'�
14 4
J =o o Wo J a 9 i _D JJ 4 uu � !!a m '10 ,ces 17 �0°GF 13 1 of - O� g N
z In ?U 11 7}21.9 f E.C. I �i _ V _ .. _ 9 o 10
o 0 J �N h p / B p 1 cj o R
O =oF F mw w �. TC-*3.06,FS-12.39 r �_ 1 / --- -- N I
z 0 oa o � � ° ° • � coNI 10x
O — O►+� O
rr
Y••V + J 0'UJI
o m 01 0 O .M N p 5 . p O \ N
O U ZO o t + 1 i U II I Z J
o�
I
z x I � _ _ q o o � u)
--`►sem------I 5 Z8 1 15 15 �o
I m o
-_ NF ±NUU
a�-
NOTE: REFER TO CITY OF RANCHO CUCAMONGA
DWG. NO. 1694, SHEET 2 do DWG. NO. 1693, SHEET 2
FOR P.C.C. SIDEWALK CONSTRUCTION ALONG GARCIA DRIVE.
CON5fp\ucfON NOTT5
II _
1SIDEWALK P R RAN H CUCAMONGA STD. DWG. NO. 103
CONSTRUCT P.C.C. E RANCHO C C
�J a CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102.
L- L
0
8' A.C. BERM PER RANCHO CUCAMONGA STD. DWG. N0. 104 D1-8.
14 3 CONSTRUCT ,
0
CITY
z 13 4 4 CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE AND COMPLY WITH GENERAL NO. DESCRIPTION OF REVISION DATE
APPROVED
, � NOTES, NOS: 9, 10 AND 18 HEREON,
O E INSTALL 9500 LUMENS STREET LIGHT BY S.C.E. PAID FOR BY CONTRACTOR COORDINATED BY
6 6 --.
5
CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, CITY OF RANCHO CUCAMONGA
P X HAND H A REQUIRED BY S.C.E.
(I.E. CONDUITS, PULL BOXES, D OLES, ETC ) S Q
% 6 ADJUST MANHOLE TO GRADE
J z STREET IMPROVEMENT PLANS
9 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND, SHEET 1.
TE
� 10 REMOVE EXISTING TREE STUMP TO THE SATISFACTION OF THE SOILS ENGINEER.
TREE/
STUMP 0 TRACT 16181
. -o
a-
x
m
w� REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING UTILITY LINES.
O�
� 11
J
Z II . U . ETIWANDA AVENUE
o a, � ENLARGED DETAIL a—
UJI
REMOVE AND RELOCATE EXISTING TRAFFIC SIGN.
_ H N.T.S. PLAN & PROFILE
O w m i j p 13 CONSTRUCT 10" COBBLE CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 105-B
om �' • c APPROVED BY: R.C.E. 49 3
rn o
+� II ,�^ + 1 4 SAWCUT & REMOVE EXISTING A.C. PAVEMENT/BERM.
rn ITY N IN R ;�,� ��, �F f' DATE/4/
,
,r,Q u .c C E G E E / -
I HT P R CALTRANS SPECIFICATIONS.
15 INSTALL R26S SIGN ON POST (UNLESS ON STREET L G ) E
5
I)1 �iG\ l;( O�fA1I:AI�EU
STD. DWG. N0. 119 MODIFY P.C.C. CURB
F
16
CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO ,
3 � AND GUTTER TO COBBLE CURB AND GUTTER (REFER TO CITY OF RANCHO CUCAMONGA STD. DWG. NO. 105-B,)
DGA
O
15
rr
Dan Ise a
G
URAW\ � � �HF,f..l.
17 CONSTRUCT DRIVE APPROACH, TYPE 'C' PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 101, W=50.00' •
DGA - & ,Associates 2 OF 2
Clit ;'KI-1) 2�1�; ., .,` "fLt�;: i,-:RMlCI OXAMOWA CA 91 7m UK1N1\h No
PRVT. ENGR.
PIZ03 E CT SHT. 2 OF 5