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GENERAL NOTES
STREET
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OFIMPR )VED4ENT PLAI*�Tr BASELINE RD. VICTORIA ARBORS
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC PROJECT SITE
WORKS CONSTRUCTION — CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS
OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE CHURCH
FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. � •
FOOTHILL BLVD.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE VICT (:) RIA `g� ARROW RT.
PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE
IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, Q a
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF Q Q
130RS
RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZENON�t449
CT 4TH ST.
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,
WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. :
s: ,
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4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC IN, CITY "'"�F ]?AN k-'UA.fo-'AMONGAIIIIIIII,,,,,,,,,,II
WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION
WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY.
VICINITY MAP
5. ALL GRADE STAKES SHALL BE SEI` BY THE CONTRACTOR OR ENGINEER. PAVING NOT TO SCALE
STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN
0.01 FOOT OF SUB—GRADE ELEVATION AND NOT MORE THAN 50 FOOT INTERVALS. LEGENDADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT �'�%' TRACT N0. \\\ \� �\
WARPED OR VERTICAL CURVE AREAS.
16371
i
\I\ �� DENOTES STREET PLAN SHEET NUMBER
f�%C:� (SINGLE—FAMILY \ 1�� \\ \ 3
OF
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, L- \ \\
_ � RLSIDENTIAL) . ��\� � \ \� .
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I_. 1 \ - \\
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, �' — ..._ \� \ \\
COMPACTING ORIGINAL GROUND AND ALL SUB—GRADE SHALL BE PERFORMED AT NO DENOTES STORM DRAIN PLAN SHEET NUMBER 6
COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
1 \ I n \� \\ \\
\ DENOTES PROPOSED STREET LIGHTS
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO \ TRACT
�., \
THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY 18 \� \ \ \\ v>
DENOTES
-
STABILITY OIL CONTENT GRADATION OF ASPHALT PAVING. 1 6 3 7 4-" \� DENOTES EXISTING STREET LIGHTS
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE �: -�—r \'i \\ \� " DENOTES STREET NAME SIGN
",
SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS \VI
COMPLETED TO VERIFY: R—VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF II \ 7 1 I ,� `' ��\ \ TRACT 1 6301 DENOTES TRAFFIC SIGN
AGGREGATE BASE. U I l J � .�� I �•� 1B - 20 \0 -�
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT40
\\\
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. '� \�`i �i \ \\ \\�`.. 2' WIDE BIO—SWALE (PRIVATE — MAINTAINED BY HOMEOWNERS) �-
3
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF C� / \� \\ DIRECTION OF FLOW
A ROCKY MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY MOVING ALL ROCKS — �-• \`
WHICH ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED f \\ \ \\\\ PROPOSED STORM DRAIN LINE (PUBUC) -
�1
WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. � \\� � \ \\\\
3 .. \ \ \ = EXISTING STORM DRAIN LINE PUBLIC
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 PROPOSED STORM GRAIN LATERAL (PRIVATE)
UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL _ - \
PAVEMENT WIDTH PRIOR TO PAVING.
PROPOSED YARD DRAIN INLET (PRIVATE)
1 '
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 111 '
,\
CONVENIENCE OF THE DEVELOPER THE CONTRACTOR SHALL MAKE HIS OWN 4 24
T1Z.ACT N0. ��184.49 1
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM 5
OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE 6 7 ---- _ -- 111 11 II 111 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED I N THE OTHER ITEMS I i e
9 III �� II I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
OF WORK. SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OR AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL I lit II II Illi PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
BE CONSTRUCTED AT EACH INTERSECTION. — 26 I It I j PROTECT THE UTILITIES SHOWN AND ANY O
III 11111 h THER LINES OR STRUCTURES NOT SHOWN ON
I III► THESE PLANS.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING LOT 10 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
CONSTRUCTION, UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY I 7 III ll I THESE PLANS SHALL CONDUCT THEIR OPE
1 I I I ( M B. 2 2 4 RATIONS SO THAT ALL EMPLOYEES ARE PROVIGED
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3 2 II I 3 „ A SAFE PLACE TO WORK AND THE PUB
III III BLOCK S LIC IS PROTECTED. ALL CONTRACTOR. AND
I �I ® ,� I °q I I II III SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT CLEAN HAZARD 4 30 I I
29
I I REGULATION' OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON I r �3 I I I I A NS' "CON ORDERS.'s
REQUEST OF THE INSPECTOR. I_ __I ——s=———_ .._.... — —LOI—p I II I DEPARTMENT OF INDUSTRIAL RELATIONS" ST
� �I I RUCTION SAFETY ORD
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE-
-- III III IIS
ER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT I I III SPONSIBILITY FOR 17. THE FINAL OR SURFACE LAY — — — � _ __-_ ;" I I I I I R JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
SHALL NOT BE PLACED UNTILL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ____ _______LONG _______— _ —_ = �L I I II II I I PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE— MENT
ROADWAY HAVE BEEN INSTALLED ALL ON—SITE IMPROVEMENTS INCLUDING ALL —— '�� ___-- _--- --__ —__ '� ___ �--�. I ,I (I I I� SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY X11 • ! ==zz— --� ETIWANDA
�_ __ �' COLONY THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
—� ����
IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY u1 I
__ �' - - - - - - -- HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNEC— TION WITH THE
1
ENGINEER. _ -.._ '� ISN '-
I I I ( S _-.-__ — LANDS CT, EX FOR G FROM THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING R LIABILITY ARISING
— SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
III TRACT N 0. 16373 ��-�• _—__ _ ,
CTOR'S RESPONSIBILITY TO EXAMINE THE STAKES BEFORE
�I I IT SHALL BE THE CONTRA
UTILITY CONTACT _� (SINGLE_FAMILY RESIDENTIAL) COMMENCING THE OPERATIONS. SHOULD OCC
z——�u 'R A C T N 0 �I'�I IS QUESTIONABLE, EITHER AS TO ITS LOCATION OCCASION
THE OFFSET M HE VALIDITY OF A STAKE
I MARKED THEREON, OR AS
I I TO THE ELEVATION OF CUT OR FILL MARKED THEREON CONTRACTOR SHALL NOTIFY THE
CONTACT THE FOLLOWING AS REQUIRED 48 HOURS PRIOR TO EXCAVATION:
CHIMNEY DF�VE j I II I II I I 1-6 3-7 2 �I ENGINEER WHO WILL CHECK THE STAKE OR STAKES IN
_. _ _ L -- -�..
,-.- I I(I I QS I N G LE FA M I LYS QUESTION. ANY STAKES FOUND TO
Ir II I I RESIDENTIAL) 171 BE IN ERROR WILL BE RESET WITHOUT CHARGE IT IS UNDERSTOOD THAT THE ENGINEER
II I I I I II I I II I II WILL NOT BE CHARGED FOR ANY STANDBY OR "DOWN" TIME AS A RESULT OF SUCH
TELEPHONE: VERIZON 760 245-0330
7U I I III I II i I U CHECKING AND OR
1400 E. PHILLIPS BLVD, BLDG A - - - ___ I , / RESETTING PROCEDURE. THE ENGINEER IS NOT LIABLE FOR ALLEGED
ERRORS WHEN STAKES HAVE BEEN DESTROYED AND FIELD NOTES AND RECORDS INDICATE
POMONA, CA 91766 STAKES WERE SET CORRECTLY.
ELECTRIC: SOUTHERN CALIFORNIA EDI SON (951) 249-8422
24487 PRIELIPP ROAD INDEX MAP
CITY OF RANCHO CUCAMONGA
WILDOMAR, CA 92595
WATER & SEWER: CUCAMONGA VALLEY WATER DISTRICT 909 987-2591 SCALE: 1 _ 100.1 STREET AND STORM DRAIN IMPROVEMENT PLANS FOR
10440 ASHFORD ST Q�OFESS/p
. QUA •�y VICTORIA
RANCHO CUCAMONGA, CA 91730-2799 �,; r ARBORS
CABLE TV: CHARTER COMMUNICATIONS (951) 343-5100 N0.46026 TITLE SHEET
7337 CENTRAL AVENUE
RIVERSIDE, CA 92505
• TRACT No. 18449
• 909 613-1529 •••••••• ?.Zn
GAS: THE GAS COMPANY �of CAI.\E�� APPROVED BY : �. DATE:
13525 12TH STREET CITY ENGINEER RCE No.53672
CHINO, CA 91710
CITY OF RANCHO CUCAMONGA DESIGN PLANS PREPARED BY: REC( NDED
3 di3 PACIFIC COAST CIVIL, INC.
BENCHMARK NUMBER 1638 30141 Agoura Road, sults 200
REVISE DETAIL "C" AND "D'' ON SHEET 2 AND `�,/ -!/ ELEVATION : 1297.297 DRAWN qtr A9ouro Hells, CA 91301 SHEEof
117
PH: (818) 865-4188
REVISE CONSTRUCTION NATE #23. 24' EAST OF CL ETIWANDA AVENUE FAX (616) BSS-4196 .� (/o�J
I RE.LDCAT� FIBER Gold Du IT HAND -1 DDE AND 40' NORTH OF CL BASELINE PLANS REPARED UNDER THE DIRECTION OF: OF
CHECKED
BRASS BENCH DISC IN TOP OF NE END ' I� DRAWING NO,
DESCRIPTION OF REVISION DATE APPRm OF 4' x 2' CONCRETE BOX CULVERT NG o\4/__7( II..22_�� �p
STEW 1=1 AT NG R.C.E. 46026 DATE ��
11-19-10
Li
R/W IL R�yy
R/W CL R/W CONSTRUCTION NOTES and ESTUATE OUANTMES
60' 71'
30-4 ' 30' 38' 33' SHEET IMPROVEMENTS UNIT OUANTITY
.4 12' i 11 18' ' 18' 12' 5.5 4' 6.5' 22' 22'.4 0 6.5' 4' 0.5'
0.51 4' 7.5' I 7.5' 4' 10_5' 1 SIDE- `-
WALK I LANDSCAPE PARKWAY 01 CONSTRUCT 3" AC OVER 4" AB (INTERIOR STREET MIN. STREET SECTION) SF 49,393
LANDSCAPED PARKWAY I LANDSCAPE PARKWAY LANDSCAPE LANDSCAPE PARKWAY I SIDEWALK- �1►Py'_' ` 2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PLAN 104 LF 2,796
I PARKWAY PROPOSED �.,; . O
;� =�] I
-SIDEWALK SIDEWALK- _ EXISTING IMPROVEMENTS IMPROVEMENTS ``'`
t 1.7% I 1.7% 4. , 11 ----M:-urrm__- 1.7% 1 1.7% 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 SF 14,880
I t
^.
- -------------------- ----
-_
....... .....:o::........
<.:::::::-::-:::::•-: ...:.:. . .<:,> : ::,.. ::.; ,. :.:..:- :.:: RIVER WASHED GRANITE COBBLESTONES 4 CONCRETE HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102 & 103
EA 8
CITY OF RANCHO CUCAMONGA O
LEEDS PLACE, NOTTINGHAM DRIVE. BLYTHE PLACE, READING DRIVE(PUBLIC) EXISTING LONG MEADOW DRIVE (PUBLIC)
STD. PLAN N0. 542, CASE 1 O5 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106 A SF 3,914
ft N.T.S. N.T.S. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN 101 TYPE R-1 (WIDTH PER PLAN, X=3') SF 4,420
o GRATE S�.OTS SHOULD BE"PPPENDICULAR NDS 1212 STRUCTURAL FOAMTO THE PATH OF TRAVEL POLYOLEFIN GRATE WITH UV INHIBITOR 7 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. PLAN 134 EA 7IF 00 ) O
NDS # 1212 - 6" RISER IF REQUIRED
� .
. • • SLOPE TO DRAIN SLOPE TO DRAIN O INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDIN47ED BY DEVELOPER EA 14
• Q DRIVEWAY BACKFILL WITH COMPACTED SOIL O9 INSTALL STREET NAME SIGN PER CITY STD. PLAN 401-A & 401-8 EA 10
N 3W +. Bl0-SWALE
o .
�' '. IF - . FLOWLINE NDS # 1200 10 INSTALL STOP SIGN R1-1 PER MUTCD 2003 EA 4
12" ARE CATCH BASIN
. .
--. --- - - > ---__-_- /-PROPOSED 4"-ea:Py S C H 80 P� T
SQ 11 INSTALL PAVEMENT MARKING "STOP" PER CALIPANS STD. A24D EA 4
-14r I
._ ....:.. ................... • O... . .. zn -.:.:.:...:::::::::::::: :<;:.::::::.:...............:::: _.. . »::> :>:;>.>:>:<::::«:::<::«;<:<:<.::::;. .:. .>:::,.;.;:<.;>: :<:< �-
cn ::::..:... :_....... . ......_. ......................_ W :UN ERWALK DRAIN WH R 1�, >::.: ... >..EE....... ... ..... .....................................................::::.::::::::::::::::::::.::::::...... NDS UNIVERSAL LOCKING OUTLET.:::.::::::::::::::::::::::.. : .:::::::::::::::::::::::::::........ Io :.<::::.:: ::;.. .......... . ........... ...... . ::::::::::::::::: .3. ..... . ...................................... :: ::.:>.... ...... ............... •..1....-...- -. ....................................-.-.-- .-..... ................................................................. .::::::::::,W_ _ .:... .....,_ 1 UMIT 0
OCCURS <: ..._ > `' INVERT ELEVATION1013 SAWCUT & REMOVE EXISTING CURB & GUTTERm . -_., - - FLOWUNE LF 0
`.,..
_ ..__ r.. _. �.��_� .
23
. - - -
__ .. __:: .. .... ... - .
- .::.:::::.:.:.......
_ .
__.... ..
__ _ _ ._ _ .-. ... . -__.- . ...... -. ... . _
_ :....:...:.:..:::..:. PROPOSED Bl0 SWA -
. __ .. - _ . .......... .,..... ..... ...
..:
..................................... ................. . ...... ..... ... .
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.:.....
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.-- .::::::..:...
1 ........ ...-... ::: .::.::. :::::::: ,:::: :::::
........ . , ../::::.:...
_ FLOWLINE GRASS SWALE
.. .::... ...... ...:.:.::.:.::.;.::..:::..;;.::....:.
: : >: DRAIN PIPE PVC
- �::.. .... ..:� : :.�.,W .� .� -. ... .^ .:... (PVC) 14 REMOVE EXISTING SIDEWALK
-�- -- �-- ;� -r AT RATE EQUAL TO :: SF 660
. ... ....
.. ..
I i
S
1REET GRADE
... .. ,: -,-,
... .
CRUSHED STONE 15 CONSTRUCT LOCAL. DEPRESSION FOR CATCH BASIN PER CITY SID. PLAN 307 CASE E"
SF 148
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16
:> :,. `>> ; INSTALL SPEED 1 IT SIGN P TCD 2003 2
o � _ S E L M S G BLADE R2 1 25 ON STREET LIGHT STANDARD & LEGEND PER MU
. t o �? O ( )
CURB & GUTTER
_>o I_�o��ov
"ZSI
17INSTALL ONE-WAY SIGN R6-1 PER MUTCD 2003 EA 1
TYPICAL B/O-SWALE - PLAN WEW DIREC77ON OF FLOW E 12'°x12' NDS S�C?UARE GRATE 18 INSTALL STREET TREES PER SCHEDULE AND N07ES HEREON EA 58
BCURB & GUTTER
N.T.S. S TREE T PROPOSED REVERSE CURB DRAIN N T.S. 19 CONSTRUCT 4" CONCRETE WALK CONNEC77ON TO VICTORIA ARBORS PARK PER DETAIL "A" HEREON SF 275
SEE DETAIL '"D" HEREON
20 INSTALL 3" FIBER-TO-THE CURB (FTTC) CONDUIT LF 1,140
PL
27 INSTALL DEST INAT ION AND STREET NAME WITH ARROW SIGN PER MUTCD NO. DI-1, CODE G8-1 EA 1
STREET 12' LOT 12' LOT
•5' 7' (PARKWAY) 4' 0.5' 0.5' 7' (PARKWAY) 4' -10.5'
1 1.5 2 1.5 1 SIDEWALK
DRIVEWAY APPROACH SIDEWALK B10SWALES
0.
21 INSTALL 4" PVC PIPE LF 85
5" MAX lRRIGA 70 TURF GRASS. DAIRYLAND I _ ?. 22 CONSTRUCT PARKWAY BIO-SWALE PER DETAIL "B" HEREON LF 790
AVERAGE DEPTH r -r,3,r <.
CURB AND GUTTER GRASSES, AND OTHER MESIC RIPARIAN I - ori
PLANT/NGS W/ LOW VOLUME IRRIGATION ; . a 23 INSTALL 4" SCH 50 PVC UNDERWALK PER DETAIL "C" NERC LF 170
I d ...
.
° e . : . 1 2 fir'.
' ``� `. ` '/ 24 CONSTRUCT CURBSIDE DRAIN INLET REVERSE FLOW INTO PARKWAY SWALE PER MODIFIED CITY EA 15
1. lw ® r :::::.:. A & DETAIL "Ir HEREON
_ _
- - -- -- - -- . .
.. "
. C
.. .. . .........., , ...... _ .. "
.
. 3 :: :: : : -. 25 INSTALL NDS 12"x 12" SQUARE GRATE INLET PER DETAIL E" HEREON
..c.7., -:: ' ;. •1:: :: : . ........_.. UNDERWALK ORA SERE OCCURSv FA 6
,1�
k
. .
A
ANOTE: BIOSWALE & DRAINS TO
W. 0. .
6" SAN / PEAT LAYER B-B 111' STD. 107 A & PER DETAIL "D" HEREON EA 2
D 26 CONS7RUCT CURBSIDE DRAIN OUTLET PER C
SECTION
BE MAI PERTY
2/3 FINE AGGREGATE AND NI AIN Y
1/3 PEAT OR WELL ROTTED % 6" GRAVEL LAYER, ROCK SIZE BETWEEN 3/8"AND 1-1/2" 2 OWNER (WQMP)
COMPOST MIX TO BEST COMPLEMENT SOIL CONDITIONS TYPICAL BIO-SWALE DR/VEWA Y APPROACH SECTION
e. % I. C
.......... mw � � m . -........... -.......... - �_': .......... ... NON-WOVEN POLYPROPYLENE GEOTFXTILE FILTER FABRIC N.T.S. STORM DRAIN IMPROVEMENTS
50 CONSTRUCT 18" RCP STORM DRAIN ( "D" LOAD PER PROFILE) LF 87
;11
1
TYPICAL BIO-SWALE SECB77ON 51 CONSTRUCT 24" RCP STORM DRAIN ( "D" LOAD PER PROFILE) LF 383
N.T.S. _ , < TUBULAR STEEL W/
>_ RETAINING GARDEN WALL 52 CONSTRUCT 30" RCP STORM DRAIN ( "D" LOAD PER PROFILE) LF 234
,' �� o PER SEPARATE PERMIT
53 CONSTRUCT CURB OPENING CATCH BASIN PER CITY S7D. PLAN 300 (W AS SHOWN ON PLAN) EA 4
Q ��c� o LOT 4
�Q ,,h - ~I'� m PAD=1271.8 54 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PLAN 318
EA 3
JV�Q 1 . o o cj(6 to 55 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329
T EA 2
4 r ' 3� 56 REMOVE EXISTNG CMP RISER EA
�. 1
o 01.0
Q v nj,4 ap Ci .:
x II I.to(o
2.5 2 1.5 1 SIDEWALK
I _��� �.� StHeeT TREES SCHEDULE
. . < . h!
CURB DRAIN .
6 t ° ''`8�° •a �. 3,90, �� \
ttt- Q:
SEE DETAIL BELOW G.S. L E V f#L " . •x res
v r �°s� .
WITH t:L ov�I�.��t H:0.8o ° s , � y Y 4� LEGEND STREET BOTANICAL NAME COMMON NAME SIZE QUANTITY
1268.00 TW >I.
1/2" UP "�o'
3 3•
r 1 A VB�� �� �V
I
f A_
1266.67
1267 20 FG
�x A
2q _: -' ..." d a . i <w , �= ° READING DRIVE FRAXINUS A. OXYCARPA RAYWOOD ASH 24" BOX 4
... .
....
�t VICTORIA AR�RS PARK ° ° `
..
::::.: : TF
0
:.. .• ::,, -= 1266 60 T W � r t � .�
QCC -- % ::. p NOTTINGHAM DRIVE ~ BLYTHE PLACE GEIJERA PARVIFLORA AUSTRALIAN WILLOW 24" BOX 25
-- LOT 3
__ % 1267.30 FG
..
_ _ 18 N
_ 27
1 °2oi
MONOLITHIC z ��c� ��
CURBS/DE DR4/N OUTLET PEN CITY 570. X07-A ~~� _ �x ® NOTTINGHAM DRIVE KOELREUTERIA PANICULATA GOLDENRAIN TREE 24" BOX 21
BLOCK RETAINING WALL - M��o .- ( )
02
PER SEPARA TE PERMIT < N co 0 4 �
>: of f�Co�
_��� ,-- ;< ,. v� + LEES PLACE MAGNOLIA G. 'SAMUEL SOMMER' SOUTHERN MAGNOLIA 24" BOX 4
2.5' 2' 1.5' -l'.- SIDEWALK PA THWA Y TO THE PARK K 1110
CURB DRAIN 01. A TUBULAR STEEL W%
N.T.S. RETAINING GARDEN WALL CONSTRUCTION NOTES FOR STREET TREES :
SEE DETAIL BELOW PER SEPARATE PERMIT
ft 1) ALL TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN.
0" LIP PCC 3:1 _
0
: 2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL
2 LOT PL 12' STREET TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
.111.
4' S/0 7'
4 <,.. .
- �.. . .
. .. . . . � . :
: a h
..
.....
. - ) ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DEPARTMENT.
:: ... .
. I EWALK F 0 o • BIO SWALE 3
0.5 1 1 L 1 1.5 .5 1,., 0.5 �n FLOWLINE
IF IF
SHALL
ANY PRIVATE LANDSCAPE PLANS THAT SHOW STREET TREES. ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY, INCLUDING STREET TREES,
MONOLITHIC
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0 1 DEL TA IMDIUS LENGni TANGEW - , SCALE: 1." = 10' - .......�.....__.....
300.00' 49.04' 24.58' 0 CONSTRUCT ,r AC OVER ,r AB (INTERIOR STREET MIN. STREU SECTION) INSTALL X f7BER-M-RIE CUR13 (FffC) CONDUIT' 52 140 5f
2 1 09*22'00" J00.00' 49.04' 24.58 1 @ - � - - - CITY OF RANCHO CUCAMONGA
i 1 0700,55" 318.00' J8.94 A, 19.49' 1 (D CONSTRUCT A2-6 CURB & CUTTER PER CITY SID. PLAN 104 @ INSTALL 40 PVC PIPE -,I---,-- ___� Lbs - b b b zis.
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(0 Q 61 11 STREET IMPROVEMENTS - PLAN AND PROFILE
4 1 09*22'00" 282.00' 46.10' 23.10' @ CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 10J �2 ce a! to
5 1 92030#23H 1 @ CONS7RUCT PARKWAY BIO-SWALE PER DETAIL Pir ON SHEET 2 b b b b V_ �2 V_ ii2 ce �y ci ,.ESS/. /
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9 I 8 7*20'20" 2Z00'_-41.16' 25.77' 0 CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN 101 TYPE R-1 (WIDIH PER PLAN, X=3,) rc�4 C4 K re
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10 1 85*00#28" 2ZOO' 24.74' 0 INSTALL REFLECTlf HYDRANT MARKERS PER CITY SW PLAN JJ4 Y/) * ....,.. .
1 1 1 0701,15" 102.00' 12.50' 6.26 v --W*-5-.Nft.- - 10' - - 5' - For APPROVED BY : or, ''. DATE: ,(-Iz2n/l I
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12 1 1 755'4 618.00' 19J.37 97.48 - (�) INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED By DEVELOPER CITY ENGINEER I ,,- ci:�_�,Zl!-7,,t,� RCE No.53672
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1J I 09*5J'59" 618.00' 106.78' 53.52 NOTE: BIOSWALE & DRAINS TO BE MAINTAINED I
I @ SAINCUT & REMOVE EXISnNG CURB & GUTTER . . - CITY OF RANCHO CUCAMONGA DESIGN PLANS-PREPAREDBY: Rp/0 N D E D
14 1 1 1006'44" 1 12.00' 21.72 10.90' . BY PROPERTY OWNER (WQMP) - - - ti'3, I PACIFIC COAST CIVIL, INC. ""
n I p I of 10 - �.6 30141 AGOURA ROAD, SUITE 200
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REVISE DETAIL C AND -11 ", "--- z I 9
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16 1 20*24'J8" 1 12.00' J9.90, I GRAPHIC SCALE: 1" = 40" ISL - v �l ELEVATION : 1297.297 DRAWN - PH: (818)865-4168 SHEE'(
1 20.16' - @ CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN - REVISE. CONSTRUCTION NOTE #23. ,000( ,I i�!l i: ) FAX: (8 1 8) 865-4 1 98
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I 209*JO'14 J8.00' IJ8.95 ---- LEGEND CONSTRUCT 3" AC OVER 4* AB (INTERIOR STREET MIN. STREET SEC170N) INSTALL J� FIBER-710-THE CURB (FTrc) CONDUIT - 2 20*24 38 1 12.00' J9.90 20.16 ... ......
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CONCRETE HANDICAPPED ACCESS RAMP PER CITY SID PLAN 102 & 103 5 71 5t 6 95*44*35) 45.00 75.20 1 -49.75 A @INSTALL 4' UNDERWALK PER DETAIL "C' ON SHEET 2 7 95044J5 2ZOO 45.12' 29.85' STREET IMPROVEMENTS - PLAN AND PROFILE
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CITY OF RANCHO CUCAMONGA DESIGN PLANS PREPAREDBY: RECOMM DED
NOTE:, BIOSWALE & DRAINS TO BE MAINTAI INSTALL SMEET TREES PER SCHEDULE & NOTES ON SHEET 2 NED PACIFIC COAST CIVIL, INC.30141 AGOURA ROAD,SUITE 200
BY PROPERTY OWNER (WQMP) z AGOURA HILLS,CA 91301
EL CONSTRUCT 4 CONCRETE WALK CONNEC77ON TO WCTORLA ARBORS PARK PER DETAIL 'Am REVISE DETAIL "C, EVATION : 1297.297 DRAWN PH: (818)865-41613
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