HomeMy WebLinkAbout2145 13.0"
PARCEL. MAP 16767 DRC 2004 - 01128 � 65.0' R/W R/W
FOOTHILL
16' MIN. PVT. ONSITE
BLVD ..
W DENING PLANS
GENERAL NOTES11.5' 4.5'
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE NORTH SWEST OF E AVE *
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF
AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND -r '" oWY. 0 6X MAX. FOR 6'
49G-- - OUTSIDE OF R/W
SPECIFICATIONS. STA 88 + 46 * 50 T0 STA 94 +- 35 . 50 ��� r. .� '�•2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, Q' ;
ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT
WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO RANCHO CUCAMONGA , C
THE CITY OF RANCHO CUCAMONGA.
TYP. DRIVEWAY SECTION
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO EXIS NG FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NO SCALE
NOT SUCH FACILITIES ARE SHOWN ON TH�SE PLANS.
BASELINE ROAD
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO R/W
ANY ENCROACHMENT OR CONSTRUCTION' WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 65.0'
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, IMPROVEMENTS a 14' 11.0' 54.0' 52.0'
EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. a WEE
& ST. 40.0 I
ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. a ( EASEw9' 4 19' 12' 14 8' 44.0'
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED
FOOTHILL BLVD I I NEW. 0.17' OVERLAY MIN.
PAVE.
PRIOR TO PAVING. CURVILINEAR �� ~
f o SIDEWALK EX. PAVEMENT CURB &
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES 15 VARIES (2q-3� VARIES ATTER S/W
SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS 3 2:1 MAX 2% 1 2 •�� (29°-3X) - ) (2X-3$)
TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. �_,. VARIES .,,._.. _ _ -
SHALL BE SUBMITTED Q -- a=-�'•• '
= 4TH STREET
E
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTEDTEGBA
LISTING ALL TESTS OR CK OF WALK R RO/W
i I
DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OFASPHALTPAVING.
13 MAX.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL
J t o
TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. a COLD PLANE LA MIN. FOR DIVIDED ARTERIAL
VICINITY MAP EX. + 1" (MIN) VISIBLE CRACKAFTER COLD S 111 OR LARGER PRIO, ROUTE & CRACK R TO
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL N.T.3. 0.17' ARHM OVERLAY OVERLAY
SECTIONS. 0.33' AC
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE SUB-GRADE SHALL BE 0.50' CAB
FILLED RADEMATERIAL OFA QUALITY BETTER THAN THE NATIVE MATERIAL.PREPARED
A FINE GILIC �ITDBV VOIDS OR DEPRESSIONS SHALL BE TYPICAL FOOTHILL BLVD. CROSS SECTION
CF CURB FACE Qt *, CONSTRUCTION NOT£ -O' UTILITY POLE PAVING REPLACEMENT DETAIL N.T.S.
TC TOP OF CURB an FLOW SLOPE & DIREC77ON • WATER VALVE
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE FS FINISHED SURFACE 58 _ PROPOSED CONTOUR WATER METER TI=9.0 , R= (to be determined in field)
UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT FL FLOW LINE EXIS77NG CONTOUR - - FIRE HYDRANT
WIDTH PRIOR TO PAVING. GB GRADE BREAK
-a- SIGN
HP HIGH POINT 56.10 PROPOSED ELEVA LION c TREE
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR ULT.
BW BACK OF WALK [58.10] FUTURE ELEVA77ON
SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED FG FINISHED GROUND FOR ULT. AUGNMENT --- sTR£Er uGHr R/W 65.0'
BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN58 10) EXIS77NG ELEVA77ON -0- TRAFFIC SIGNAL
THE OTHER ITEMS OF WORK. -$- CENTFRt/NE 14 6
�] DOUBLE DETECTOR CHECK ASSEMBLY )* 30 58.0' (66) 52.0 J,'
-�L -- PROPERTY LINE A.C. PAVEMENT (DDC)
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 21w RIGHT OF WAY P.C.C. SLAB I TREE EASE 4 '6.5 17 (21 ) 19 12 14 8 44.0
WALL �'•'•_ : •�
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND , : P.C.C. SIDEWALK A.C, GRIND & OVERLAY I NEW. PAVE. VARIABLE, OVERLAY
OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY ' 'i ® PROP.
I 10' I- (0.17 MIN.
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. SIDEWALK NEW. PAVE. EX. PAVEMENT CURB
S/W
� VARIES (2r-3X) VARIES
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 2:1 MAX 2X �a VARIES 2.29:-2.6X (29:-3%) --I (2�'3�)
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ULT. ., .__ -
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION 65.0 2% SLOPE TO 1' BEYOND
BACK OF WALK OR R/W y�\`� `��\� \ �\ C
3'
14' 58.0' (66') 52.0'
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING;
S/W & ST.
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 I TREE EASE 6.5' 17' 4 19' 12' 14' 8' 44.0 (D COLD PLANE 0.17' MIN. FOR DIVIDED ARTERIAL
MR. BOB STALLINGSAFTER COLD PLANE, ROUTE & CRACK SEAL
I
FOR BASE LINE ROAD CONSTRUCTION PROP. 6' NEW. PAVE. VARI BLS OVERLAY CURB ADJACENT �.. 0.17 MIN.) ( ) VISIBLE CRACKS 1/4' OR LARGER PRIOR TO
* DENOTES EXIST. WEST TURN POCKET OVERLAY.
B. VERIZON 1-800-483-3000 SIDEWALK EX. PAVEMENT CURRBER S/W
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2000 COMMERCIAL l0 VARIES (29:-3%) VAt�IEs TYPICAL CROSS SECTION- STA. 92+64.52 TO STA. 94+ 10.35
216 NORTH EUCLID AVENUE, ONTARIO, CA 91762
2:1 MAX 2X VARIES 2_2 %-2.695 (29:-39d)
N.T.S.
D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 TI=9.0 , R= (to be determined in field)
10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91730 2% SLOPE TO 1 BEYOND z / \yy,\� i
E. METROPOLITAN WATER DISTRICT (909) 593-7474 BACK OF WALK OR R/W /��j����jAoe
�'��C��� �� ��\ C
700 NORTH MORENO AVENUE, LA VERNE, CA 91750
F. PACIFIC TELEPHONE COMPANY 1-800-248-2800 a COLD PLANE 0.17' MIN. FOR DIVIDED ARTERIAL EXISTING SURVEY MONUMENTATION
AFTER COLD PLANE, ROUTE & CRACK SEAL I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY
G. ADELPHIA 1-800-626-6299 VISIBLE CRACKS lle OR LARGER PRIOR TO THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND
(PORTION OF RED HILL) OVERLAY. ARE DESCRIBED AS FOLLOWS:
H. CHARTER COMMUNICATION (909) 987-6275 TYPICAL TURN POCKET CROSS SECTION -NONE
6680 VIEW PARK COURT, RIVERSIDE, CA 92503
N.T.S.
I. SOUTHERN CALIFORNIA EDISON COMPANY 1-800-655-4555
TI=90
7951 REDWOOD AVENUE, FONTANA, CA 92336 (909) 357-6221 . , R= (t0 b@ determined infield) DATED GLEN R. DIXON, L.S. 6251
SPECIAL NOTE: THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL) ON THE STREET TREE LEGEND
PROJECT SIDE OF FOOTHILL BOULEVARD SHALL BE UNDERGROUNDED ALONG THE ENTIRE PROJECT MIN. GROW
FRONTAGE EXTENDING TO THE FIRST POLE OFFSITE (EAST AND WEST), PRIOR TO PUBLIC IMPROVEMENT STREET NAME BOTANICAL NAME COMMON NAME SIZE SPACE SPACING SYMBOL QUANTITY
ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST.
FOOTHILL AVE. PRUNUS BILREIANA NCN 15 GAL 3' 20' O.C. 5
PLATANUS RACEMOSA CALIFORNIA SYCAMORE 15 GAL 8' 35' 0.C. 6
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE CONSTRUCTION NOTES FOR STREET TREES' DESCRIPTION OF REVISION DATE AP RO D
OF FOOTHILL BLVD. BEING N 89'40'06" W PER P.M.B. 164/100-107.
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. CITY OF RANCHO CUCAMONGA
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.
TOPOGRAPHIC INFORMATION 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. TITLE SHEET
TOPOGRAPHY AND BOUNDARY HEREIN PROVIDED BY MADOLE & ASSOCIATES, INC. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. FOOTHILL BLVD. STREET IMPROVEMENTS
760-A S. ROCHESTER AVENUE, ONTARIO, CA. 91761
SHEET INDEX NO. ORTH SIDE FOOTHILL BLVD., WEST OF ETIWANDA AVE,
(UNAUTHORIZED CHANGES & USES: ENGINEERS NOTE TO CONTRACTOR: TITLE SHEET 1 STA 88+46.50 TO STA, 94+35.50
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, P.M. 16767 / DRC 2004-01128
UNDER GROUND SERVICE ALERT LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO STREET IMPROVEMENT PLAN 2 Q APPROVED BY DAT D
THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR HER U4 /,' / -'
THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE \g�OP F CITY ENGINEER „w� / l RCE 24953
CALL TOLL FREE . CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN STRIPING & SIGNAGE PLAN 3 DESIGN PREPARED UNDER TH SUPERVISIO of RECOMMENDED
1-800"227-2600 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS NO. C058971 MADISON f,, 68-,e>
PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING '�� 2 ' 7
AT LEAST TWO WORKINGCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. Exp.08-30-07 DRAWN g f SHEET
DAYS, BEFORE YOU DIG. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND CIVILrI
HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL o� MADISON fi
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CA1.�� 3N1I� EFIM Lt u.'A9e�n�• RVYI OF 3
736-3101
PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF DESIGN CHECKED DRAWING NO.
PROFESSIONAL. Ga y,.----R.C.E. 58971
CITY DATE 1•-14®O7FILE NO. I 5--
PROJECT SHT. NO. j_ OF __
11 IL
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IF 5.11 _IFI I 10
20 1 L O C N U �$
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1200 N. M
4 I It I I I N. MEDIAN FS
/ SAWC .�2 •' L WCUT FS
1 T 0
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�+ L 8 C
I I iTC 1.1
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1200 N. T - 11200 N. TC
tt
1 117 m 11111 T [T 11111 1111 1 1 Hill 111111 11111 111111
1 1 GI T L L 8
I IN SST - 9 .16
P A 4
1190 N. T 1190 N. TC
11 IL L 11
Hill IT PROFILE
1_1 iLL 11 1 1 i HORIZ 1 =40
I- I-IT i J-1] I 1 #1 1 Itv I - TT. VERT 1 "=4'
87+00 88+00 89+00 90+00 91 +00 92+00 93+00 94+00 95+00 96+00 9 +00
# CURVE TABLE
CURVE LENGTH RADIUS ANGLE TANGENT
C1 30.35' 114.50 15'1121» 15.27'
C2 30.35' 114.50' 15'11'21" 15.27'
�, '��, + 11 9 11 9 3 N " 1 t C3 31.42 20.00 90'00'00» 20.00'
N r, ,� 9 5 w m C4 25.13' 16.00 90'00'00" 16.00'
m N W tT N Op `t p) t` (n `t �-
Wa + o \ 00 m h m r J + � °' J p c�a N N C5 30.35' 114.50' 15'11'21" 15.27'
OP +§ 1¢- LO
N W Fa- Q + 3 C� t� N N \ `t F-= Q ( O
Lo
W + c� + \ y o, + I y Q , + N �? m• Q; o 'd C6 30.35' 114.50' 15'11'21" 15.27'
°og oo c`�S cn ci cn m O rn cn N �S to d '`� oo �- r
z a v}4_ r-0 4 v� ti rn Q rn � �' CS , C7 30.63 19.50 90'00'00" 19.50
EF=
d az z C11 N Q o q 12 TYP. a �-- Q cn quo 0) rn a r » r
ST. LIGHT �-- �-- o o I Ct1 a c� a d 2 - N w I _ �a_ I 2 w �- C8 25.13 16.00 90 00 00 16.00
e g cn 2 cn w z oo i N N a N �- Ct1 N N w C1 C9 0�. i N w t �'°D ULT. � in Fa- Q o _I: -�- C9 70.83' 500.00' 08'06'58" 35.47'
u L I �� R �' ( �' '� 40 60 80 C10 46.56 300.00' 08'53'34" 23.33'
63.56' , N� / —�•- —� — — — —— � — � rzzi
® — goo a FUTURE TURN POCKET + C111 19.12'
6 LT C Fgo pp WALL
. .
2
r
r » r
ac m5__ -------------------� ------------ --- — — ,: ...... . .: ._- .,. � 6, 0, 8,40 3,
a s ET )
- --D - ------ -- - ---- -- -o
- .,_ . .. .. , :, � : ,- : . 13 52.810 600.00 04'5846" 26.07
_ �- __
- N FE
E
EW LOC
I I , . . ,; ,>:. -r,,�,. - ----� 1 INCH 40 FEET
ti D ~ c»
I r � ( � � . . .�`,r ,�, .>• -.:.. •�t:, ,, r—�. .., -2�� ,_ ....- .„�wr �s ,.� � � � ,3r� "� ire �At` ' '� �c �a�. � �— � �, �e � � � �..� •mai .mow mow. �. —
a
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a�s >- _ d C4 8 c to o '^ C C6 10 C 8 4 C 1 to t4 ) N
Cl 1 6' (0 4 r, - -
M ori ;t + ----
87 i8 F 89 N89'40 06 W 91 + W 92! + 94 `t c �N 95 96 CURVILINEAR SIDEWALK NOTES
- - - - --- - - - - - CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WTH STD.
_ I } DWG. NO. 114. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON
` a N Q THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR
15 i i 15 N 15
wit)
N FOO THI L L N BLVD N N 4 SIDEWALK SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO
cn cn 2 FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS
5) 9 5 7 9 9 5 INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE
PUBLIC WCRKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS
M M M /A M ,� I PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES
D TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS
OF REDLINED PLANS SHALL BE SUBMITTED AT THE SAME TIME THE 48
----____-- HOUR N011 CE IS 0VEN TO THE dTY.
DETA L '�A"
G CONSTRUCTION NOTES:
� I Q7Y. ES T. SCALE: 1"�20'
V 4' IN. (D—CONSTRUCT 6"AC OVER 6"AB PAVEMENT PER C.R.C. STD. PLAN 100-A 6,140 SF ;n
O (MIN. SECTION = EXISTING + 1"; SOILS ENGINEER TO VERIFY R VALUE AND PAVEMENT SECTION ) ULT. R/W 0- — — d — — OO=CF(D—CONSTRUCT 6' WIDE X 4" THICK PCC CURVILINEAR SIDEWALK PER CITY OF R.C. STD 103 & 114 2,995 SF
�•L Q. 4' MIN. CLEAR „ (a — 29:
3D-'—CONSTRUCT TYPE-C COMMERCIAL DRIVEWAY PER CITY OF R.0 STD 101 ( W AS SHOWN) 1,620 SF 6h CITY
4a---SAWCUT AND REMOVE PORTION OF EXISTING A.C. PAVEMENT & BERM PER TYPICAL STREET SECTION DETAIL SHOWN HEREIN. 585 LF ! +6.39 7.49: ULT. R/W DESCRIPTION OF REVISION DATE APPROVED
OBSTRUCTION (D—EXISTING POWER POLES TO BE REMOVED AND POWER LINES TO BE UNDERGROUND PER SEPARATE PLANS.
CURB FACE - - CITY OF RANCHO CUCAMONGA
Og —PROTECT IN PLACE EXISTING IMPROVEMENT o
Sidewalk Obstruction Detail RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX AND CONDUIT PER CITY OF R.C. STANDARDS - PLAN & PROFILE
N.T.S. �GREENPLANE
BOOK SPECIFICATIONS (LATEST'DMINIMUM
ITION) PLLACESMOOTH
CK ONJOIN.
ALL EXISTING CONSTRUCT
PAVEMENT O RECEIVE OVERLAY PEROVERLAY
GREEN »,225 SF '1 11 FOOTHILL BLVD. STREET IMPROVEMENTS
BOOK SPECIFICATIONS. FILL IN EXISTING INVERTS BEFORE FINAL OVERLAY COARSE. REMOVE HEAVY ALLIGATOR DETAIL B NORTH SIDE FOOTHILL BLVD., WEST OF ETIWANDA AVE.
CRACKING AND REPLACE WITH NEW AC PAVEMENT, FIELD LOCATE WITH THE CITY INSPECTOR. SCALE:1 =20 STA $$+46.50 TO STA, 94+35,50
NOTE: 9a--INSTALL NO. 5 PULLBOX & 3"0 GALVANIZED STEEL CONDUIT W/ PULL ROPE AS SHOWN PER CITY STANDARDS 555 LF P.M. 16767 / DRC 2004--0112$
PARKWAY SHALL SLOPE 29i FROM TOP OF CURB TO ONE FOOTLO
BEHIND THE SIDEWALK. AT DRIVE APPROACHES, SIDEWALK IS AT 10 CONSTRUCT 8 CURB & GUTTER PER CITY OF R.C. STD 104 342 LF p"CF 0'CF
THE BACK OF THE APPROACH. tt INSTALL STREET LIGHT PER SCE MODEL 39CT29 [3031] ELECTROLIER W/ 6' ARM BY SCE PAID FOR & 3 EA --"—'--'— —"—' —" Q � APPROVED BY DAT
COORDINATED BY DEVELOPER, PROVIDE 4 MIN. CLEAR SIDEWALK PER SIDEWALK OBSTRUCTION DETAIL HEREON 2x j . 2%j F CITY ENGINEER l RCE 24953
BENCH
N CH CMIARRICTY ONO. 11003 CUCAMONGA (9—STREET TREES SHALL BE INSTALLED PER THE LEGEND AND NOTES ON SHEET 1. - ULT. R/W � 7.390+ c'} �� DESIGN PREPARED UNDER THE SUPER SI of RECOMMENDED
AGEDESCRIPTION: 2" BRASS DISK, CITY OF R.C. t3 CONSTRUCT A.C. CURB TYPE D1-8 PER CITY OF R.C. STD. 104. 15 LF - No. C058971 MADISON,
BM 10032 (1987) r » » - ° 1, Exp.Og-30-07 * r
14 CONSTRUCT 10 BUS BAY TYPE- RIGHT TURN LANE PER CITY OF R.C. STD 119 1 385 SF ai
LOCATION: AT THE NORTHEAST COR. OF FOOTHILL BLVD. Q'— , " �jq/ �4"LIP �, ° , $ CF DRAWN SHEET
290 e a do k'zh a rf A
& EAST AVE., 5 FT. SOUTH OF NORTHERLY END 8 CF a ° FL
a 7 CIVIL ?
15 CONTRACTOR TO REPLACE EXISTING TRAFFIC LOOPS & WIRING AS NECESSARY & INSTALL NEW LOOP FOR ADDITIONAL LANE 5 MIN. _ _ ,Foy MADISONIr� '1. rIjjN 2 OF 3
OF WING WALL OF BRIDGE ACROSS ETIWANDA CREEK - ----•-- - -
PER CITY OF R.C. STANDARDS, FIELD LOCATE WITH THE CITY INSPECTOR. c A L CHECKED '° 5 �� sui ACORONA CA92980-(951)736.395"Az(9S/)-136.3101 DRAWING NO.
ELEVATION 1195.43
RftmI .C.E. 58971
CITY DATE I--?0•-07 FILE NO. a 14
5---
PROJECT SHT• N0. o- OF