HomeMy WebLinkAbout2132 STREET IMPROVEMENT PLANS
FOR S'iLY S PROP.Y
R/W R/W
PROP. STREET
FOOTHILL BOULEVARD
R/W CL DEDICATION
I50' (28 TO 36.8')
PARCEL MAP NO. 17077 VARIES VARIES
GENERAL NOTES BETWEEN MONET AVENUE AND 1-15 13 (65' TO 69') I (64' To 78') 13' 2'
3' MIN. 0.5' MW.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY OFCITY
� RANCHO
U C A M O N G A 6'5' MAX. 6' 4' MAX.
RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR EXIST. EXIST.
CURB GUTTER CURB GUTTER PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE
FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE rr- ` - -' `n 2y
STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. �- _ == =1I I I k: _
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER COUNTY O F SAN B E R N A R D I N 0 I - == - --v U-- -- - ` .
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN STATE 0� CALIFORNIA
I
ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS 1
WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED,
OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO
CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM FOOTHILL BOULEVARD
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
PLANS. STA 105+95f TO STA 109+08t
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA N.T.S.
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION
WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. CONSTRUCTION NOTES FOR STREET TREES CONSTRUCTION NOTES EXIST.
PROP.
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT R/W RX
POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. NO. DESCRIPTION
THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY QUANTITY N'LY
CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. PROP. STREET
2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS REPORT SHALL BE �1 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. 103 & 114 W=6' 1950 SF R/W CL DEDICATION
6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS,
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY 2 CONSTRUCT PAVEMENT W/ ACCENTED BANDING PER DETAIL 1, SHEET 2 LS 50 (28, TO 36.8)
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
TRENCH BACKFILL, 3 CONSTRUCT TREE IN TREEWELL PER CITY STD. 504 9 EA �
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE , VARIES VARIES
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH ENGINEERING DIVISION. 4 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 SEE STREET 13 (65' TO 69') I (64' TO 78') 13' 2'
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR TREE LEGEND
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ON SHEET 1
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PIANS ONLY. EXIST. EXIST. 0'S'
SURFACING. 5 NOT USED -
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 6 CONSTRUCT CONCRETE MOWCURB PER DETAIL 3, SHEET 2 20 LF CURB & GUTTER CURB & GUTTER
TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 7 CONSTRUCT ACCESS RAMP PER CITY STD. 102 1 EA
9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE 8 PROTECT IN PLACE / \\�'\
SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS STREET TREE QUANTITIES LS j \,1„ / / / %j%� j
COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OFCOMMON9 ADJUST TO GRADE 7 EA /\//\/\\//\//\//\//\//\//\//\//\//\// /\//\//\//\//\//\//\//\/
AGGREGATE BASE. STREET NAME BOTANICAL NAME NAME MIN. GROW SPACING SIZE QTY. ,\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \
SPACE10 RELOCATE AS REQUIRED LS
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND
PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO � O.C. OTICE TO THE CONTRACTOR
CONSTRUCTION OF THE STRUCTURAL SECTIONS. 15 C "'
FOOTHILL BLVD. LAGER5TROEMIA INDICA CRAPE 3 24 BOX 9
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 'MUSKOGEE' MYRTLE HYBRID TRIANGULAR
OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING SPACING THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN FOOTHILL BOULEVARD
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL STA 104+42f TO STA 105+95t
BETTER THAN THE NATIVE MATERIAL. USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). N.T.S.
12. IF THE ASPHALT 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 FOR
THE FULL PAVEMENT WIDTH PRIOR TO PAVING. EXISTING SURVEY MONUMENTATION LEGEND ABBREVIATIONS VICINITY MAP
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE NTS
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD .......... - - ----- PROPERTY LINE BLDG. BUILDING
ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY �®
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: •-•-•�....... GRADING/PERMIT LIMITS CA CHAIN LINK
IN THE OTHER ITEMS OF WORK. C&G CURB & GUTTER ® •
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. - - - - - EASEMENT LINE C.L. CENTERLINE Q
401-A AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. C.O. CLEANOUT
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM - - SURROUNDING PROPERTY LINE CONC. CONCRETE
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DWY. DRIVEWAY Y 0
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS ---- --1 O50---- -- EXISTING CONTOUR E.P. EDGE OF PAVEMENT FOOTHILL
'f
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1t� 1 ��� ` c,,�..,,,, F.F. FINISHED FLOOR
16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD DATED: ________ ____ ___________________________________ X1050.0 F.L. FLOWLINE
EXISTING SPOT ELEVATION A
RICHARD A. MOORE R.C.E. NO. 23971 F.S. FINISHED SURFACE
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION: SITE SHALL BE CLEANED G.B. GRADE BREAK
UPON REQUEST OF THE INSPECTOR. - - 12"W- - EXISTING UTILITY LINE H.C. DISABLED
17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR (TYPE AND SIZE AS NOTED) H.C.P. HIGH POINT
TO FILL PLACEMENT. JOIN I INV. INVERT LS1
18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS -' -" JON LINE EXCAVATION,PRIOR TO L.P. LOW POINT
PROVIDED FOR YOUR CONVENIENCE ARE E FOLLOWING. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS= - _ M.H. MANHOLE ARROW f
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 FLOWLINE
P.P. POWER POLE
MR. JAMES FRET THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES - 3'-0" V-GUTTER R.O.W. RIGHT OF WAY
FOR BASE LINE ROAD CONSTRUCTION SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO ST. STREET
B. GENERAL TELEPHONE COMPANY (800) 483-3000 THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE CURB AND GUTTER T.C. TOP OF CURB
FOR UNDERGROUND SERVICE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY T.G. TOP OF GRATE
C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CURB ONLY T.F. TOP OF FOOTING T.B. PG. 603
1981 W. LUGONIA AVENUE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE T.W. TOP OF WALL
REDLANDS, CA. 92373 UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE RETAINING WALL S SANITARY SEWER
D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 DRAWINGS. SD STORM DRAIN
9641 SAN BERNARDINO ROAD W WATER
RANCHO CUCAMONGA, CA. 91730 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY W.M. WATER METER
E. METROPOLITAN WATER DISTRICT (909) 593-7474 FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS W.V. WATER VALVE
700 N. MORENO AVENUE PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE DRAWING SHEET INDEX
LA VERNE, CA. 91730 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH
7951 REDWOOD AVENUE THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING SHEET 1 TITLE SHEET
FONTANA, CA. 92336 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHEET 2 DETAIL SHEET
G. PACIFIC TELEPHONE COMPANY (714) 999-5639 SHEET 3 STREET PLAN AND PROFILE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
19. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN THE
ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL
GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND
ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION
OF THE CITY ENGINEER. CITY
®f RANCHO
20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE CUCAMONGA
INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL
BE LOCATED BEHIND THE SIDEWALK.
STREET IMPROVEMENT PLANS FOR
FOOTHILL BOULEVARD
STA 104+42 TO 109+08
Underground Service Alert
PARCEL MAP NO, 17077
CALL OQRpfESSlphPREPARED BY: BENCH MARK: APPROVED BY:
CITY ENGINEER i RCE. 24 53
TOLL FREE ��`` ,rP�D A. �o Fy CIVIL s6 co BM 01112
y ENGINEERING DESIGN
1-800 ``� LAND 1 RND.HD.BOLT IN CONC. CURB 4 FT. N OF REC MMENDED
CIVIL ENGINEERING
X 91!13
SURVEYING CONC. COLUMNMm
42`�--4133 C-23971 AT FOOTHILL BLVD. & I-15 FRWY, IN N. CONC. PRAWN LAND SURVEYING Exp. 12-31-07 � ,
CURB CENTER DIVIDER, NO OF W'LY CONC. BRIDGE EYING SHEET
TWO WORKING DAYS BEFORE YOU DIG ,� 111 CORPORATE DR., X210 SUPPORT
CRVI� P (` ���� `0t<\'0 LADERA RANCH, 4 92694 ELEVATION: 1203.75 FEET (366.9020 M RICHARD A. MOORE RCE No 23971 1 OF_3_
�•`� 6 PH: 949-542-7220 CHECKED DRAWING N0.
Or�-' 10/26/82) DESCRIPTION o f REVISION
RICHARD A. MOORE, RCE 23971 FAX: 949-542-7230 DATE APPROVED DATE �'o�n lef FILE No 117.03 a J,3�
P OJECT SHEET NO,___
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AS REQUIRED
CASE 3 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE:
MORTARED STONE SWALE BOULDERS. MAX. S-0" MIN. 2'-0"
MAX. COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE
- � 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL /3
., EMBEDMENT.
}` ;�''�: �•,,; ,„•;,F,w,•' 3. ALL SPACES BETWEEN STONES SHALL BE FILL CLASS 'D'
MORTAR. 1 CURB PORTLAND CEMRENT CEMENT
CONCREO 2--1/2 P Y—PACKS
2000 PSI
OWED
LT
�N w
4. A SAMPLE AREA, MIN. 40 SHALL BE APPROVED BY THE CITY
INSPECTOR, PRIOR T CEEDING WITH REMAINING ROCK WORK.
Fz CURD & OUT" 5. FINAL RESTING ION OF ALL ROCKS TO BE APPROVED BY THE
2' mItt 4' MAX. RAC. CITY INS R.
HALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE
S TIONS AND EXCESSIVE IRON CONTENT.
.. __ 7. CONCRET S 520—D-2500.
AIVA
i 4
IMWALX AR[? E . .
JOIN At R ANS 3 (TW.).
.MIN. 4' RAID.
8" PCC MQW PER ,CITY M. 5;54
rw SCALE.
Iwo
A I- V 14-
,6• 1
1. EXPOSED AGGREGATE FIELD TO BE 'GOLDENEYE PEBBLE' BY 2
SOUTHWEST BOULDER SUPPLY - 800--540-1147 TO BE
MIXED WITH NATURAL GRAY CONCRETE. CONTRACTOR TO D
PROVIDE 3'x3' SAMPLE PANEL FOR REVISION AND APPROVAL.
a J
n2. DOUBLE SOLDIER COURSE BRICK PAVER BANDING TO BE:
HOLLAND STONE, TRI-COLOR MIX OF SUNBURST B-2, RED "'
. BROWN CHARCOAL, AND ARE PROVIDED BY OLSEN •: •- " ': •• � ' _ • • • M ��\j\\j \ ..• •• . .: • • .• .. .• .. ' ••. ..- .j j\\%\\%\\�/ 4
PAVINGSTONE INC. (949) 728-0415.
3.] CONCRETE MOW CURB PER DETAIL HEREON.
��
/
: 1 � � THICKENED FOOTING
I // / /\��/\ //\\//\\//\\//\\//\\ \\/\\\/\�� / FOR BRICK SUBGRADE PAVERS
\ \ �\
3M TV. 90% COMPACTED
PLAN VIEW SUBGRADE
SECTION
= BACK OF CURB
CONCRETE HEADER - 1/2" RADIUS
EXPOSED EDGES AND FINISH PER PLAN
� (INSTALL AT GRADE LEVEL AT SWALE CROSSINGS)
?
FINISH GRADE
2
Id
#3 RE-BAR CONTINUOUS 2 BACK OF SIDEWALK _
(UNLESS OTHERWISE INSTRUCTED)
INTERSECTION TREE WELL
3 TE MOW-CURB SCALE: 1 AGGREGATE PAVING VWITH BRICK BANDING',, SCALE:
C0NCREN.T.B. N.T.B.
CITY of RANCHO CUCAMONGA
STREET IMPROVEMENT PLANS FOR
FOOTHILL BOULEVARD
STA 104+42 TO 109+08
PARCEL MAP NO. 17077
"'- PREPARED BY: APPROVED BY: / /� / /' DATE:;-+j
Q L01(S ioN� BENCH MARK. CITY ENGINEER ,/,1.��' RCE: 4953
P�0 A. F CIVIL.
SB CO BM 01112 RE ENDED
ENGINEERING DESIGN
1 RND.HD.BOLT IN CONC. CURB 4 FT. N OF
C-23971 � LAND CONC. COLUMN CIVIL ENGINEERING
SURVEYING AT FOOTHILL BLVD. & 1-15 FRWY, IN N. CONC.
Exp. 12-31-07 DRAWN __ LAND SURVEYING SHEET
111 CORPORATE DR., #210 CURB CENTER DIVIDER, NO OF W'LY CONC. BRIDGE
1, LADERA RANCH CA 92694 SUPPORT 2 OF
sr�, CIV►L P � l�� ELEVATION: 1203.75 FEET 366.9020 M CHECKED RICHARD A. MOORE RCE NQ 23971 DRAWING NO.
or oAy%�' V �a��a G PH: 949-542-7220 10/26/82 (
RICHARD A. MOORE, RCE 23971 FAX: 949-542-7230 ) DESCRIPTION o f REVISION DATE APPROVED DATE 1� h tlb r FILE No 117.03 e:;�
PROJECT E .---- ---.—
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—--- -_--- - ----- E:74�7a 414
-F 27( Li C14---Vj Vjq PROFILE SCALE&=4V H VKI L.. I .. ... "7 VERT.: 1 =4 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50
104+60 105+00 106+50 Lu> ary OF RANCHO
CU CALTRANS w -------CL INTERSECTION z STA 104+24.97 FOOTHI L 0 FOOTHILL BLVD RTE 66----------- I 081+00r, 109+00 106+00 t67+00 104+00 105+00 1202.8 x x — —1 20,4.2 —0 1203.4 x Ix 12,022-4 t--- 06s"n 1203.48
x 1202175 N x 1202. 7 1202,8 C4 STREET IMPROVEMENTS v-
x +
ALL STREET LIGHTS & TRAFFIC E n=`vF 3-113 SIGNS TO BE PROTECTED IN PLACE P 00 CEO OR REPLA DWG.(4) EXIST. ST. IMP.
w CA I,- 00 +C*q 8 �_<+ + C�l DWG. NO. 2006
+ :3 00 8 , p r- :3
8 8 w 8 �__ 8 8 ----------r V)(n V) U) ------- 120 .06 TC 1202�36 TC- SIGNAL BOX fl 20 40 MANIJOU.-7 1 FL 1201.89 FS 1202.51 F, 0 .69-'—SEEDEj6&jiEREOtt� 1201.59 TC 1202-02 TC
- - - - - - - - � I
(�)1201.35 FL I 6101 AST. LT. SIGN 1 1.26 TC7 79 - 12-01-49-UP -!A ��1-202711-4�& 42 - - --F r I - - ST. LT. MO.94 Ft 1 2-0 1_3 '_�1201 51 LIP 02.36 0, TC -x --- -- ---X---1 x
_T ly-(g-01 1201-1 0-up -120 7 /Y\�ST L 13 F f/
7 I 1[lx2f-_0-1 IFS 200- 71
A-V 0 1-2GO-tti .............y R_/W T200.2-_x x x x 99.5 1 Tq.3 x 1199.3 1191).-7 x 1199,5 1199.3
x I17.5' PL 17.5 R 1 01.4 1199.5 T SIT x ON , P L 351 u i �M�T 06-032, 8 i 1,-Yg.9 1199.3 x 1198,3 r7= 201.7 x 11 92.6
x!F CONSTRUCTION NOTES. NOTE: ALL STREET TREES WITHIN THE SITE LINE LOCATIONS SHALL CITY of RANCHO CUCAMONGA
CONSTRUCT e PCC SIDEWALK PER CITY STD. 103 114, W=8' (D CONSTRUCT ACCESS RAMP PER CITY STD. 102 HAVE A 6' BRANCH HEIGHT AT TIME OF INSTALLAT10N PROTECT IN PLACE STREET IMPROVEMENT PLANS FOR
CONSTRUCT PAVEMENT W1 ACCENTED BANDING PER DETAIL 1, SHEET 2 �-v
15' O.C. 15, O.C.
Typ. Typ'.. CONSTRUCT TREE IN TREEWELL PER CITY STD. 504 w FOOTHILL BOULEVARD
STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 (g) RELOCATE AS REQUIRED
NOT USED STA 104+42 TO 109+08
CONSTRUCT CONCRETE MOWCURB PER DETAIL 3, SHEET 2 SCALE: 1*-20' PARCEL MAP NO. 17077 3 4 TYP. w a . APPROVED BY: DATE',�9411106
BENCHMARK: 0 20 40 CITY ENGINEER Ess/ / RCE: ' 24953
A. CIVIL pn___SB CO BM 01112 DESIGN REC DIED
0 ENGINEERING 1* RND,HD.BOLT IN CONC. CURB 4 FT. N OF LAND m
CONC. COLUMN CIVIL ENGINEERING
OETAIL C-23971 SURVEYING AT FOOTHILL BLVD. & 1-15 FRWY, IN N. CONC. DRAWN LAND SURVEYING SHEET
NTS Exp. 12-31-07 111 CORPORATE DR., 1210 CURB CENTER DIVIDER, NO OF WILY CONC. BRIDGE OF-.-4-
LADERA RANCH, CA 92694 SUPPORT RICHARD A. MOORE RCE No 23971 civ%\' PH: 949-542-7220 ELEVATION: 1203.75 FEET (366.9020 M DRAWING NO.
10/26/82) 117.03__FEE :�4
f_:�7 RICHARD A. MOORE, RCE 23971 FAX: 949-542-7230 DESCRIPTION of REVISION DATE APPROVED DATE FILE No R rm &----OF-Inh\ RA nA ri irn\ \A/—1 C41AIn n P, 19nnA ni ni IDKA PqT