HomeMy WebLinkAbout1789 FA!
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_, 6atC" IRK (NO. 123)
,hUAr� 5 n i, POW['=' POLE ,�VIJ77_304Z THE SOUIHWLSi
R IIfP, OV CORNER Of A RRO W ROU TE A ND ROCHE S TE R A VENUE.
ELEVA TION 1159.89
IN THE CIT �l OF RANCHO CUCAMONGA
GENERAL NO TES
UZ7LITY CONTACTS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CABLE: ADELPHIA CONSTRUCTION- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS,
(800) 626-6299 (PORTION OF RED HILL) CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
AND SPECIFICATIONS.
CHARTER COMMUNICATIONS CORPORATION
6680 VIEW PARK COURT 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER
RIVERSIDE, CALIFORNIA 92503 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-
--- PROP (909) 987-6275 WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL
N v Sl Y R BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO
ARROW ROUTE R/w ELECTRICITY: SOUTHERN CALIFORNIA EDISON COMPANY COST TO THE CITY OF RANCHO CUCAMONGA.
60' 60' 7951 REDWOOD AVENUE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
_ -_ - -___ ._ __ _ _ _ ___ ______ ________ _ -__ __ _ __-_ _-_ -___ _.-_- _____- __-_____ _____--____ ___ ___ - FONTANA, CA 92336 WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
(800) 655-4555 FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR
Q W NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
13' 47' 47' 13'
rr - -�� -- - --- - -- --- - - - - - -- -- - - -- - - FLOOD CONTROL DISTRICT: SAN BERNARDINO COUNTY FLOOD CONTROL DIST. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
2 y i 825 EAST THIRD STREET
27' SAN BERNARDINO, CA 92415-0835 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS,
8TH S7REET - - - - ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY
W � VARIES1' MIN VARIES
(909) 387-8104 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
�c
--I -
3' MAX 6'� CCYLD �u VARIES 3 MIN VARIE 0 5' GAS: SOUTHERN CALIFORNIA GAS COMPANY 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
e 21 8' MIN RESIDENTIAL 1(800) 427-2200
PLANE ,, 4' 0.5' SHALL BE SET AT ALL HINGE POINT, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF
I TO 18' MAX MIN MAX COMMERCIAL 1(800) 427-2000
- --- - - MAX 1 SUB-GRADE ELEVATION AND AT NO MORE THAN 50-FOOT INTERVALS. ADDITIONAL
`V JI 4 2PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR
� 3i 1 2 1 SEWER: CUCAMONGA COUNTY WATER DISTRICT VERTICAL CURVE AREAS.
67H S7REE �" - �I 2 S% MAX 10440 ASHFORD STREET
o _ T 7X M/N RANCHO CUCAMONGA, CA 91730 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR
�� e = �_ (909) 987-2591 CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING.
TH AVLrNUE MEANDERING WALK
- L "� EX. 6" MEDIAN 18 -'._4��1/�i�I /'I/ 3 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO
SAN BERNARD/NO 10 FRwY 1 \ WATER: CUCAMONGA COUNTY WATER DISTRICT COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
PROPOSED 10440 ASHFORD STREET COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
C&G RANCHO CUCAMONGA, CA 91730-0638 PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
NCIH/TY MAP (909) 987-2591 & AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
TYPICAL SECTION CHINO BASIN MUNICIPAL WATER DISTRICT ENGINEER. LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL
SEX r' Kt t N?5 9400 CHERRY AVE. A CONTENT AND GRADATION OF ASPHALT PAVING.
STA 94+46.70 THRU 96+37.19 FONTANA, CA 92335
P.O. BOX 697 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
RANCHO CUCAMONGA, CA 91729 TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS TO VERIFY SIEVE
(909) 357-0241 ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
METROPOLITAN WATER DISTRICT 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS
LEGEND 700 NORTH MORENO AVENUE TAKEN TO DETERMINE STRUCTURAL SECTIONS.
LA VERNE, CA 91750 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A
BW BACK OF WALK (909) 593-7474 ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
EG EXISTING GRADE TELEPHONE: VERIZON WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE
FG FINISH GRADE (800) 483 3000 FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE TO
MATERIAL.
FS FINISH SURFACE CONSTRUCTION NOTES QUANTITIES
TC TOP OF CURB 12, IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT
STREET TREES FL FLOW LINE 10 CONSTRUCT 0.12' MIN. ARHM OVERLAY. 4800 S.F 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
- - - - - EP EDGE OF PAVEMENT
WIDTH PRIOR TO PAVING.
STREET NAME BOTANICAL NAME CANMON NAME SPACING MIN. GROW SPACE SZE TOTAL QTY. FF FINISH FLOOR 20 CONSTRUCT 4 " A.C. OVER 6 " C.A.B. PAVEMENT SECTION. 4227 S.F
MAGNOLIA MAGNOLIA PAD PAD GRADE SOILS ENGINEER TO VERIFY SECTION AFTER TESTING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
6TH STREET GRAND/FLORA HYBRID .30' 0.C. 8' 15 GAL. 4 TW TOP OF WALL OF THE DEVELOPER, THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION OF
MAJES77C BEAUTY" TF TOP OF FOOTING 30 CONSTRUCT 8" CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA 230 L.F CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED
HP HIGH POINT STD. 104. (TYPE A2-8). BY THESE PLAN WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES
SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
LP LOW POINT
TOP OF SLOPE 40 CONSTRUCT MEANDERING SIDEWALK PER CITY OF RANCHO CUCAMONGA 1389 S.F. 6TH ST. 14•STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE
RATE OF SLOPE STD. 114. 918 S.F. ROCHESTER CT. CONSTRUCTED AT EACH INTERSECTION.
CONSTRUCTION NOTES FOR STREET TREES YN
TOE OF SLOPE 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY
50CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 528 S.F FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED PLAN REVISION SHALL
1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY STANDARD PLANS � EXISTING CONTOUR CUCAMONGA STD 101-C. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE,
2.PR/OR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT - -S- - EXISTING SEWER ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON
SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXiC177ES 60 INSTALL N1 MARKER PER CITY OF RANCHO CUCAMONGA STD. 406. 1 EA. REQUEST OF THE INSPECTOR.
OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFIfL SOIL AMENDMENTS, As - -W- - EXISTING WATER 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE,
DETERM/NEO BY THE Cl TY INSPECTOR. O INSTALL L MARKER PER CITY OF RANCHO CUCAMONGA STD. 406. 2 EA. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST
J.ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY EXISTING FIRE HYDRANT REQUEST OF HE INSPECTOR.
ENGINEER/NG DINS/OM 8O CONSTRUCT 8" A.0 BERM PER CITY OF RANCHO CUCAMONGA 61 L.F.
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION.
4.STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PROPOSED CURB OUTLET STD. 104 (TYPE D1-8) PAINT WITH WHITE REFLECTIVE PAINT.
O CONSTRUCT RAMP PER CITY OF RANCHO CUCAMONGA STD. 102. 1 EA.
FINISH CONTOURS
EXISTING SURVEY MONUMENTATION: - " O 10 INSTALL 9500 LUMEN HPSV STREET LIGHT BY EDISON PAID 2 EA.
DAYLIGHT LINE 11 AND COORDINATED BY DEVELOPER WITH R26(S) SIGN.
l HEREBY CER 77FY THAT / HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED 8Y INSTALL R26 NO PARKING SIGN ON STREET LIGHT STDS. 2 EA.
THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENT!. Y EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND
ARE DESCRIBED AS FOLLOWS: ASPHALT PAVING 12 INSTALL STREET TREES PER NOTES AND LEGEND HEREON. 4 EA.
Q
1' 1.P. TAG LOCATED AT THE CENTER[/NE /NTFRSEC770Al OF 61N STREET AND ROCHESTER AVENUE.
13 O CONSTRUCT MEDIAN FLARE PER CITY STD. DWG. 109 AND 6' CURB PER CITY 17 L.F.
CONCRETE
OF RANCHO CUCAMONGA STD. 104 (TYPE Al-6).
� ROr ESSN�Nq 14
REMOVAL INSTALL TYPE K MARKER. 1 EA.
PAINT 4" SOLID WHITE LANE LINE PER RANCHO CUCAMONGA STD. 133 234 L.F.
No. 43714 O OVERLAY 16 INSTALL TYPE D - TWO WAY YELLOW REFLECTORIZED PER CITY OF 4 EA.
DA TED: ��/
Exp 3/31/2005 RANCHO CUCAMONGA STD. 406.
_� -
VI / 1; 'xx COLD PLANE 17 INSTALL R10 (RIGHT). 1 EA.
EXP. /31/2005 Sl C l V 1 k. �P , K
qTF OF �At'F�R 18 GRIND PAVEMENT (COLD PLANE) 1' WIDE ADJACENT TO SAWCUT/JOIN LINE. 287 L.F.
-- ��- MEDIAN PAVEMENT 19 CONSTRUCT THE MEDIAN ISLAND PAVING STONES PER DETAIL HEREON 2425 L.F. - - -
PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER REMOVAL NOTES REMOVAL QUANTITIES
RECORD FILED BY A OUALIFIED R.C.£ OR L.S W17H THE COUNTY SURVEYOR FOR EACH �
MONUMENT SHOWING THE REFERENCE TO BE USED TO RESE T THA T MONUMENT AFTER LJ REMOVE E X I S 1 I N G 8" A.C. DIKE. 275 L.F.
COMPLET70N OF THE PROJECT SHALL BE PROVIDED TO THE CITY.
REMOVE 6" MEDIAN CURB. 25 L.F.
PRIOR TO OB TANNING A CER TIFICA TE OF COMPL E TION FOR THE PROJECT, A COP Y OF THE D L J U R I P HUN U N O f R E V 1 5 I O N JA I L
CORNER RECORD F/L ED B Y A QUALIFIED R.C.£ OR L.S. Wl Th' THE COUN TY SUR VE YOR FOR U S A WC U T AND REMOVE EXISTING A.C. 75 S.F. APPROVAL
THE RESETTING OF THE EXIS77NG MONUMENTS AND THE RELATED PERMANENT WITNESS
EXISTING UNDERGROUND STRUCTURES
MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL Bf PRO LADED TO THE CITY
PA VING PATTERN.•
' - - - - MODE[: ORION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS
C; I 1 Y 0r RANCH
C_ UCCAMONGA
MANUFACTURER.• PERMA CONCRETE SHOWN ON THESE PLANS ARE OR TANNED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST
COL OR., BURS T OF OUR KNOW[EDGE THERE ARE NO EXISTING U TIL I TIES EXCEPT AS SHOWN ON THESE PLANS THE
CUTSHEET PAGE PERMA CONCRETE CDN TRA C TOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U TIL I TY S T R E E 1 IMPROVEMENT PLAN & PROFILE
/NFORMA TION. SHEET
DATE.- 6-1-89 LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT
THE INTER[OCK/NG CONCRETE PA VER SHALL BE THE CON TRA C TOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U TIL I TIES OR 6TH S MEE/
SHALL HA VF SAND FILLED JOIN ON S TRUC TURES CONCERNED BEFORE STARTING WORK. CON TRA C TOR FURTHER ASSUMES ALL LIABILITY
A 2" SAND BED A TOP 4" CONCRETE BASE. AND RESPONSIBILITY FOR THE UNDERGROUND U TIL/TY PIPES, CONDUITS OR S TRUC TURES SHOWN
STA 94+41+71 THRU 97+43
OR NOT SHOWN ON THESE PLANS DR 00- 66
--- �1ED/AN ISLAND PA UNG STONES A L SPECIAL NOTE FROM PR/VA TE ENG/NEER TD CONTRACTOR I
�ROFFS�I�/v CITY ENGINEER R.C.E. 24953
CONS TRUC TION CON TRA C TOR A GREES THA T IN A CCORDANCE Wl TH GENERAL L Y A CCEP TED CONSTRUCTION A
.,, . �� PRA C TI CES, CONS TRUC TION CON TRA C TOR WLL L BE REQUIRED TO ASSUME SOLE AND COMPLETE t'' LAND DE WL OPMENT DESI&V CORPORA
DIAL TOLL FREE PREPARED FOR.' No. 43714 RESPONSIBILITY FOR JOB S17E CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, _ K/R 2313 E O fila del CA 917, Ste. F
p INCLUDING SAFETY OF ALL PERSONS AND PROPER TY,• THAT THIS REQUIREMENT SHALL BE MADE TO -
t 1-CJ�0-227-26�� PSW, INC. xF 3/31/2005
�E �,, (909) 930-1466 • FAX (909) 930-1468 5rit
C/O B. l VA N GROUP A PPL Y CON TINUOUSL Y AND NO T L/M/TED TO NORMAL WORK/NG HOURS AND CONS TRUC TION CONTRACTOR _
AT LEAST TWO DAYS / FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND VR "/ OF L
BEFORE YOU DIG 13666 CYPRESS A VENUE s civil. �P
CHINO, CA 91710 TgTr OF � Lco�� ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, cHLcEc. KEVI J. RICHER DRaw,r�c NO,
RGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. R.c.E.43714
K✓R E XP.3/31/05 JOB NO. 3466 8 9
BENCH MARK (NO 123)
° E
RAILROAD SP/KE /N POWER POLE I1377304E AT THE SOU THWES T
CORNER OF ARROW ROUTE AND ROCHESTER AVENUE
ELEVA TION 1159.89
EXISTING 8 TOP OF LUPB;
50' LEFT OF
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1096._
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109s
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1094— 1094
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PROPOSED 8 BERM ; �
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PROPOSED TOP OF 8' i
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PROF/LE SCALES.
CURB; 4T RIGHT OF _ HORZ: 1 40'
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VERT. 1`4*
= s
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93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00
ROCHESTER A VENUE 17
j c LEGEND
R/W tJ�
-50 - - - Sp' R/W A.C. PAVEMENT
CONSTRUCTION NOTES l r4' 3s' 3s" 14 �^� z �
Z hh W Q
O
OVERLAY
C v_,TRUCT 0.12 MIN. ARHM OVERLAY.
O NSTRUCT 4 A.C. OVER 6 " C.A.B. II PAVEMENT SECTION ! Z� � !/� �% ai a, t,>,�
+ 1* Q x COLD PLANE
S ENGINEER TO VERIFY SECTION AFTER TESTING. o 3 2 % t 2
3O NSTRUCT 8" CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA 1f` 3 ,t Z MEDIAN PAVEMENT
104. (TYPE A2-8). vrno ___ 10
k J Q1 EXIST. R/W = R =1,5 , 14
�•, - ----- - ---- -- -- --- -- 13
4O NSTRUCT MEANDERING SIDEWALK PER CITY OF RANCHO CUCAMONGA > - — — -----.__.-.�-.--_ �_--__ _ -_ _._. ___ _. _-- _--.________-- __ -- - ----_--------__-._---- _ I% f
_ __
O � � tL L G L UT
PAINT TYPE IV PAINT TYPE IV 98+82.71 6TH STREET
114. `O W
REPAINT T 4" DOUBLE I SA WCU T L/NE
SEE � � �EX 5111,6 ��� ,URE3
NSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO w
DETAIL
`' " Q � 10' ARROW PER ARROW PER YELLOW STRIPE PA/NT TYPE /V 10+05 30( CHARLES SM/TH AVE.) DIED/AN fLARE
AMONGA STD 101-C. " " Q O ~ W CAL TRANS STD. CAL TRANS STD. ARROW PER REALIGNMENT N
10+00.00 ROCHESTER COURT A a a 19 f EXIST, MEDIA CAL TRANs srD. DETAIL "A "
IRS TALL N1 MARKER PER CITY OF RANCHO CUCAMONGA STD. 406. �' ° / REPAINT " sw
> �� �1 99+39.71, CL /NT 6TH STREET !�'`; 0
14 - `� "� �`L�pG' E X I S D OU BLE YELL O W S E PER R.C. TD. 133 10+00.00: CHARL ES SMI TH A VENUE
7 rvSTRUCT TYPE L MARKER PER CITY OF RANCHO CUCAMONGA STD. 406. '` +`` - _ _________ N 8944' 0" E ' h - a o ` om
93+00 94+00 __ - - 97+00 -� } OHO. 98+00 99+00 REPAINT STOP 100+00 e
NSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA Ex lo" VCP SEWER I vCP SEW R �° t LIST. Soup WHITE STRIPE LEGENDS \�
O -
104. (TYPE D1-8) PAINT WITH WHITE REFLECTIVE PAINT. ' 18
RIM_f1p93 p2" i �' - - - T _ SAWCUT LINE + f—ExlsT. EDGE of PAVEMENT
t'tp84 35FL p ANE XIS 1N $ �K'E - _ - -
- - - -
O NSTRUCT RAMP PER CITY OF RANCHO CUCAMONGA STD 102. easr)I `r COLD PL 15 16 �, REPAINT 12" sw
1i�E _ — '
Ex 12" STEP,- WATER PIPE I - - ,cs*"Sp,WCUT i- ,- f
SWALE + LIMIT LINE
� � p 2 FUTURE 8" C& --
- `� 57
CO) IN TALL 9500 LUMEN HPSV STREET LIGHT BY EDISON PAID —� - _ - REPAINT 4" SW
3 i ` � - _ �,0 - 7 `J ��, 'EDGE UNE 40 0 40 80 120
+u COORDINATED BY DEVELOPER WITH R26(S) SIGN. �� - - _ (6
U EXISTING R,-w
--
11
F--
IN TALL R26 NO PARKING SIGN ON STREET LIGHT STDS. o i �% P/W ' -
1 bw
7 60 wx IO\ INSTALL Wll t 24J z \ O - - - - -
1 2 �q O `� SIGN & POST % O k � �'1 EXISTING ,o z —
N .TALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. �� � , ' o / v I _ 40
Z J �� INSTALL STREET NAME ^� Q�Q� HOUSE 2 Z t
13 NSTRUCT MEDIAN FLARE PER CITY STD. DWG. 109 AND 6" CURB PER E S/GN dr POST w Q ,h� N Q) C.iCid " s a w �"
'� n � �
E NCHO CUCAMONGA STD. 104 (TYPE Al-6). °� _—
s� t s1 � W W �o Q 3 e !�
V
r O V4 +ZQ O� 3 + tn 3 n � O
14 It` TALL TYPE K MARKER. r' �-��U? a �"� �� D� eG p G� a �o� °e'er Lj
_ �4, � �� Q O
15 F - NT 4" SOLID WHITE LANE LINE PER RANCHO CUCAMONGA STD. 1 �` �� = '"` �I `�' WW v"' W� o i o „ m
rw r G A, `,/�I O '� C 1 O e �J [/ c CJ R7 U-)
{ 22' 22' V� Q �l� AV o Q CS4 Q) O V�J! � �?�'1 3j7f � N O un
16
Ir: TALL TYPE D - TWO WAY YELLOW REFLECTORIZED PER CITY OF _ `! v '� oo "� o o o o W oaL22 + 0
17�) o� f h W v
3' 33 vv `� W + � c( Q�� �// 4tZ>I,oAij, �� + UL �A_k'IF TII�N OF F��VIjI�JN )A1� APPROVAL
Z J p o o 4rW 33' 7' 30'
RANCHO CUCAMONGA STD. 406. (' ��j
271 °m�� m,r � �!' �' � "��� h - _ II - - - --- -
17 fit`. TALL R10 (RIGHT) """i (; o w o 2 Q Z ,� ,� 60' 6b' - - - -
Q v�r V 2 ^ Li �o � i �- �-;
� ;ZZ 5 �- -I LI I Y OF kANLHO LU _; AMUN6A
Ov �Zt
18 ,� IND PAVEMENT (COLD PLANE) 1" WIDE ADJACENT TO SAWCUT/JOIN LINE. 3 4� i . �' X22 v rno N r'r-',�F ILE
� 1F�lc 1 It✓lF � VEWN1 rL
o � m
@)
C ' NSTRUCT THE MEDIAN ISLAND PAVING STONES PER DETAIL ON SHEET 1. � Uvv W to
REMOVAL NOTES
W q 67H STREET
a 1,-)VE EXISTING 8" A.C. DIKE. STA 94+41.71 THRU 97+43
10
L2J t- `�OVE EXISTING 6" MEDIAN CURB. 1 i
JvCUT AND REMOVE EXISTING A.C. 6
Tit isTREAFT DR 00- 66
Fss/
O
CITY
ENGINEER V > ,, � � R.C.E. 2495.3
DIC R .,
LAND &E RO�ENTDEVGN CORPORA
k _',I 3 E Philodelph c St . Ste F
DIAL TOLL FREE No. 43714 ✓h,
1-800-227-2600 �� Exp 3/3',2005 - --- ontorio, CA 91761 --
(909) 930-1466 FAX (909) 930-1468
\ >r
AT LEAST TWO DAYS .. _ t/h
BEFORE YOU DIGOf
0 FICHER
UNDER, �� SERVICE ALERT OF SOUTHERN CALIFORNIA —� ML _ ti a• Aww� N�_)
KJR FC E 43714
----- ---- E XP. 3/31/05 JOB NO. 3466 7�9