HomeMy WebLinkAbout2075-D ad. a
BENCHMARK: 10024
2" BRASS DISC IN TOP OF WEST SIDE OF CONCRETE
FLOOD CONTROL DITCH STAMPED "SBCO BM 700-32"
AT NORTHWEST CORNER OF 8th STREET and
HELLMAN AVENUE, 18-ft WEST OF CENTERLINE OF
HELLMAN AVENUE and 26-ft NORTH OF CENTERLINE
OF 8th STREET
ELEVATION = 1096.248
ARR W ROUTE STORM DRAIN IMPROVEMENT PLAN
PROJECT LOCATION
NINTH STREET PARCEL MAP No .
LU 0 w w w
D
Z z z z
0
J
w w
Q Q Q METROLINK Q
EIGHTH STREET
CITY OF
J RANCHO
LU CUCAMONGA
FOURTH STREET
CITY LIMITS CITY OF
ONTARIO
FREEWAY r
I
> a EXISTING 15" CMP
= I ' STORM DRAIN
I R DRAIN GENERAL NOTES
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
VICINITY MAP t STREET 1. STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST
S H ET 3 ' ' EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO
Not to Scale THESE STANDARDS AND SPECIFICATIONS.
_ 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
VALVES, FIRE HYDRANTS, Etc. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
CONSTRUCTION ITEMS QUANTITIESI _ LIMITS OR IN ADJACENT AREAS 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
1 INSTALL 30" RCP STORM DRAIN, 1350-D LOADING + CUCAMONGA.
Tllllllll�lll
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE
OZ INSTALL 42" RCP STORM DRAIN, 1350-D LOADING ......... .... ................................................... 575 LF SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
O3 INSTALL 18"STORM DRAIN LATERAL [N-12 HDPE PRIVATE USE, RCP IN PUBLIC EASEMENT] .......... ..... 285 LF+ DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN I ' ON THESE PLANS.
4O INSTALL 12"STORM DRAIN LATERAL [N-12 HDPE PRIVATE USE, RCP IN PUBLIC EASEMENT] ................ 100 LF+ ' - -- ---�-- � — I I _ _ _� l�llll 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT
I PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT
OCONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 319 ................... 2 EA I I I OR RIGHT-OF-WAY.
OCONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA ............................. 1 EA ' I I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE
STANDARD PLAN 331 I SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01-ft OF SUBGRADE ELEVATION AND
' I AT NOT MORE THAN 50-ft INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY
- = - - ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA ............................. 8 EA ////////// - - - _ _
STANDARD PLAN 333, CASE AS INDICATED I ❑ I I I 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS
O8 -----NOT USED----- . I -- _. I SHALL BE CONSTRUCTED PRIOR TO PAVING.
9
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA ............................ 2 EA llTlllTTlT�lll I GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST THE THE CITY OF RANCHO
STANDARD PLAN 300
CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE
10 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO ............................... 1 EA I I 3 c ' CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
CUCAMONGA STANDARD PLAN 308
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: STABILITY, OIL CONTENT AND
11 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329 .............. 1 EA S H E�T 2 GRADATION OF ASPHALT PAVING.
12 INSTALL 30"NYLOPLAST INLINE DRAIN and 18"PCC DOWN DRAIN w/ H-25 RATED ........................... 2 EA+ I I 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
DUCTILE IRON GRATE and FLOWGARD FILTER -- — ---- ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS
13 INSTALL 18" NYLOPLAST INLINE DRAIN and 12" HDPE DOWN DRAIN w/ 12"900 ELBOW ........................ 2 EA+ I I AND SAND EQUIVALENT OF AGGREGATE BASE.
and H-10 RATED PEDESTRIAN GRATE and FLOWGARD FILTER 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO
O14 INSTALL 24" X 24" NYLOPLAST CURB INLET BASIN and 24"DRAIN BASIN w/H-25 RATED ....................... 6 EA+ I I DETERMINE STRUCTURAL SECTIONS(PRIOR TO FINAL PLAN APPROVAL).
DUCTILE IRON GRATE and FLOWGARD FILTER
' I I 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL,
15 INSTALL 24"x 24"CATCH BASIN w/STEEL TRAFFIC GRATE PER BROOKS PRODUCTS .................. ...... 1 EA L7� EXISTING 50' Bc _ _ THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-
PART No. CB-2424. ST
RM DRAIN I I v._— ' GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A
i EA8EMENT PROPOSED 6' STORM QUALITY BETTER THAN THE NATIVE MATERIAL.
T B VACATED) DRAIN EAS ANT
16 CONSTRUCT LOCAL DEPRESSION, CASE B, PER THE CITY OF RANCHO CUCAMONGA ...................... 1 EA TlllllTll. lull ( E C ED) '
!C.1 E
--Ii— Ll
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT REGISTERED BY
STANDARD PLAN 307 ' ' THE E.P.A. FOR USE UNDER AC& PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
17 CONSTRUCT 8-INCH CURB and GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA ...... .... .... .... 80 LF
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
Jill '�
I L
STANDARD PLAN 104 _ - -- — 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
18 CONNECT TO END OF EXISTING 42" RCP STORM O DRAIN ......................................................... 1 EA I DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION' I QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS
NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED
19 REMOVE EXISTING HEADWALL and INTERFERING PORTIONS OF EXISTING 42" RCP .......................... 1 EA I IN THE OTHER ITEMS OF WORK.
EXISTING 30' STORM
20 REMOVE INTERFERING PORTIONS OF EXISTING 15"CMP LATERAL ............................................ 25 LF DRAIN EASEMENT 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
, � �_(TO
�REMAIN) __� CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
_ THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR
QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE OWNER. APPROVAL.
THE CONTRACTOR IS REQUIRED TO PREPARE HIS OWN ESTIMATE OF QUANTITIES AND SHALL I
i RELY ON HIS OWN ESTIMATE OF QUANTITIES IN PREPARING HIS BID. I ' 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE
+ INDICATES NOT A PUBLIC ITEM THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
' 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48-HOURS PRIOR TO EXCAVATION.
TTllTllll rITTTT 17. ALL ON-SITE DRAIN BASINS SHALL HAVE INSTALLED A MANUFACTURER SUPPLIED/RECOMMENDED
FILTRATION SYSTEM TO REDUCE CONTAMINANTS IN THE DOWNSTREAM WATERSHED.
ENGINEER'S NOTICE TO CONTRACTOR(S)
EXISTING 42" RCP
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON STORM DRAIN
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE
APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY ' J�DD SHEET LA, bEEa7�SH�Z�Sr�J�r �RAin/
NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED
IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CITY
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE PLANS. DESCRIPTION OF REVISION DATE APPROVED
CONTRACTOR'S RESPONSIBILITY FOR SAFETY CITY OF RANCHO CUCAMONGA
AGENCY/UTILITY CONTACT LIST
IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND PLAN AND PROFILE
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF SOUTHERN CALIFORNIA CUCAMONGA VALLEY
THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL GAS COMPANY WATER DISTRICT FOR
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR 216 NORTH EUCLID AVENUE 9641 SAN BERNARDINO ROAD SHEET INDEX STORM DRAIN IMPROVEMENTS
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER, AND THE CITY OF RANCHO ONTARIO, CA 91761 RANCHO CUCAMONGA, CA 91730
CUCAMONGA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE (800)427-2000 (909)987-2591 PARCEL MAP N o. 16899
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE DESCRIPTION SHEET
NEGLIGENCE OF THE OWNER, ENGINEER, OR CITY OF RANCHO CUCAMONGA. COMCAST VERIZON LOCATION MAP ROW 2005-01611
1205 DUPONT STREET 1400 EAST PHILLIPS BOULEVARD TITLE SHEET 1
Underground Service Alert ONTARIO,CA 91762 POMONA,CALIFORNIA 91766-5432 SCALE: 1" = 40' PLAN AND PROFILE 2 APPROVED BY DAT
O�FORE yo (909)983-9895 PLAN AND PROFILE 3 CITY ENGINES
(909)469-6334 DETAILS 4
r s RE
� R.C.E. 24953
Ova DESIGN 71 Associated EngineerCOM LADED
o o Call: TOLL FREE METROPOLITAN J.F.B.
U�q WATER DISTRICT 0G 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
LA VERNE,CA 91750 DRAWN Voice. (909) 980-1982 Fax
(t/ 700 NORTH MORENO AVENUE {y
-��� (909) 941-0891 SHEET
227-2600 (909)593-7474 E—moil: RobO®Assoc—Eng.com
�/ C.✓.s 1 OF 4
TWO WORKING DAYS BEFORE YOU DIG CHECKED II RCE No.: 4.469
g1c&4 DRAWING No.
C.C. DAT August 2 05 FILE No.: 04065 2075-' D
File: L: \2004\04065\Dwg\Storm Drain\storm drain 01.dwg Aug 24, 2006 - 4: 06pm chriss
This plan is copyrighted by Associated Engineers, Inc. — 2005
BENCHMARK: 10024
- - 2" BRASS DISC IN TOP OF WEST SIDE OF CONCRETE
-- - - - -
- - - - - - - -- - ----- - --- -- ----- -- - - - --- --- -- - - - -- - --- - -- -- ---- --- --- -- - - - - - _ . - -- -- - --- -- - - - -
FLOOD CONTROL DITCH STAMPED "SBCO BM 700-32"
0-32"
AT NORTHWEST CORNER OF 8th STREET and
-- - - -- _ T Q.00.^9d..8 FS
V - 1 .0 FPS HELLMAN AVENUE, 18 ft WEST OF CENTERLINE OF
-" - -- -II - - -- 4 92 8 C S - - - =9�3 CF _ - _ _ _ __ - HELLMAN AVENUE and 26-ft NORTH OF CENTERLINE
t f OF 8th STREET
- M = 2 FP - - - — _
F � — _ _- - — -- - -- � -- - - ELEVATION = 1096.248
to
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L 42" C -
- I -- - 5 I - 5 0 ' I G - - - -
PROFILE SCALES
_ HORIZ. : 1" = 40'
-- - --- --- - - -- --- ---- - - - - --- -- -- - --- --- -- ---- - -- ___ _- --- -- -- -- -_ _ - -- - - - -- -- --- -- - — — -- VERT. 1" = 4'
11 12 13 14 15 16 17
Z `
CAUTION I Sta 14+34.14 CL Monument
SCALE: 1" = 40' \ 4"GAS LINE Fd RAILROAD SPIKE&CHISELED"X"
5' BEHIND CURB PER RECORD of SURVEY 34/60
0 20 40 80
S =0.0100
SCALE FEET 15* 89°50'40"W
�G End 42.00'L
CONSTRUCTION ITEMS
— — — — — — SEE SHEET 3 FOR REMOVALS AND
Ol INSTALL 30" RCP STORM DRAIN, 1350-D LOADING N (zn°r,�, C C - C CONSTRUCTION OF NEW CURB &
O INSTALL 42" RCP STORM DRAIN, 1350-D LOADING -' S, CATC BASIN 16 9 20 I GUTTER WITHIN 9th STREET
EXISTING 42" RCP PER W=24 V=7.32' EXISTING 50'STO M DRAIN Ex 15"CMP
O INSTALL 18"STORM DRAIN LATERAL [N-12 HDPE PRIVATE USE, RCP IN PUBLIC EASEMENT] CITY OF RANCHO CUCAMONGA EASEMENT(TO BE VACATED) 14* TO REMAIN
<<
DRAWING No. 1378-D 5 Sta 12+39.43 Sta 6 71.80(9th Street)
OINSTALL 12"STORM DRAIN LATERAL [N-12 HDPE PRIVATE USE, RCP IN PUBLIC EASEMENT] ' A CL INLINE DRAIN 1 7 14* CL CATCHBASIN; W=28',V 6' --
t- - "
O CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 319 _ "--- �- B CASE 1 7 o N 44041 34 W 2
N 00011'47" E 12 o c o c z I Sta 17+87.13 10
O CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA M o O
Sta 12+64.96 E "'
STANDARD PLAN 331 00 °� 14* LO U
19rs I , o W S a 17+73.28 <Pt 11
i � �� `�� T �� CURVE DATA
O CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA 2 0 18.23' 0 2
STANDARD PLAN 333, CASE AS INDICATED PROTECT EXISTING RETAINING N w ❑ N ` O 0
WALL IN PLACE Sta 13+13.71 _ '� �'�� S _j 1114.60 TG R L T
----- NOT USED----- P A R C r L M A P z et HAF 5 S �T 13
N 89054'07"W 1111.60 Inv OA 24057'41" 22.50' 9.80' 4.98'
PR P S D PUBLIC7— nd 58.87' 3* N 8 °54' 7�
O9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA J J r Sta 13+15. 1 BC * IN En 9 LT Sta 17+04.73 EC O 65001'30" 22.50' 25.54' 14.34'
STANDARD PLAN 300 1 2 d � S N 5 W 3 E M T 3*
Q � En T — _ — - S = 26 � OC 90°05'05" 22.50' 35.38' 22.53'
10 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO I __W 7E 4*
CUCAMONGA STANDARD PLAN 308 14 15 End 45.83'LT E'- OD 89053'55" 22.50' 35.30' 22.46'
N 00°05'53" E S =0.0268
11 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329 * — w * N w
12 INSTALL 30" NYLOPLAST INLINE DRAIN and 18"PCC DOWN DRAIN w/H-25 RATED - 01 =0.01 3* 3 E 44. 0
\ I 9 4'07" m N 9°54'0 A ° " m 0 F'-
DUCTILE IRON GRATE and FLOWGARD FILTER \ 7 89'54'07" rn
\ I n 3T 49` U 00 07
13 INSTALL 18" NYLOPLAST INLINE DRAIN and 12" HDPE DOWN DRAIN w/ 12"900 ELBOW \ o - ) m Z 1114.59 TG
r- *
00
and H-10 RATED PEDESTRIAN GRATE and FLOWGARD FILTER \ I M z � v 1111.59 Inv 13
1110.21 FF 10 + z° > + z
14 INSTALL 24" x 24" NYLOPLAST CURB INLET BASIN and 24"DRAIN BASIN w/H-25 RATED o �-- a c 0 w cfl +•
O
DUCTILE IRON GRATE and FLOWGARD FILTER N
+ w ao
O15 INSTALL 24"x 24"CATCH BASIN w/STEEL TRAFFIC GRATE PER BROOKS PRODUCTS z F- 2 ea �'`� N 2 ea 133' ADD SHEET 2A, DELETE SHEET 2
PART No. CB-2424. I " ` 7 7 � STORM DRAIN ALIGNMENT REVISION 10/09/06
\ M � CASE 1 14* CASE 1
* 11' 22'
DESCRIPTION OF REVISION DATE CITY
16 CONSTRUCT LOCAL DEPRESSION, CASE B, PER THE CITY OF RANCHO CUCAMONGA EXISTING 30' STORM 7 FO ON-SITE TREES TO BE A MINIMUM APPROVED
STANDARD PLAN 307 DRAIN EASEMENT * OF 5 CLEAR OF EDGE OF STORM
® CONSTRUCT 8-INCH CURB and GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA (TO REMAIN) ( CASE 1 14 DRAIN CITY OF RANCHO CUCAMONGA
STANDARD PLAN 104
PLAN AND PROFILE
18 CONNECT TO END OF EXISTING 42" RCP STORM DRAIN c CHANGED ALIGNMENT OF STORM FOR
-- LV.I� DRAIN FROM STATION 10+64 TO
19 REMOVE EXISTING HEADWALL and INTERFERING PORTIONS OF EXISTING 42"RCP STATION 17+87 STORM D RAIN IMPROVEMENTS
20 REMOVE INTERFERING PORTIONS OF EXISTING 15"CMP LATERAL \ PARCEL MAP No. 16899
ROW 2005-01611
Underground Service Alert QROFESS/ONg7 APPROVED BY - ATE /o-9-or
ORf yo CONTRACTOR SHALL VERIFY LOCATION Sta 1+00.00 CL Intersection �ti� CITY ENGINEERL �� .� R.C.E. 249W1
AND DEPTH OF EXISTING STORM DRAIN Fd BOAT SPIKE&WASHER DESIGN RECOMMENDED
�� Call: TOLL FREE AT POINT OF CONNECTION PRIOR TO ILLEGIBLE, NO REFERENCE � o J Y J.F.B. Associated Engineers
ANY CONSTRUCTION ACTIVITY. N, 0 E 9 08 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
_ _ Voice 909 980-1982 Fax: 909 941-0891
1 -800HELLMANqr CIVIL ���� DRAWN ( E->a8: RobO®Assoc-Eng.com SHE
227-2600 AVENUE F of cl`�.��° C.✓.s 2A of 4
*INDICATES PRIVATE STORM DRAIN
TWO WORKING DAYS BEFORE YOU DIG LATERAL(NOT MAINTAINED BY CITY) CHECKED j DRAWING No.
C.C./. � RCE No.: 49004
ATE: October 06 FILE No.: 04065 2075-D
File: L: \2004\04065\Dwg\Storrn Drain\stormdrain02A.dwg Oct 09, 2006 - 2: 13pm chriss
This plan is copyrighted by Associated Engineers, Inc. — 2005
- BENCHMARK: 10024
- - - 2" BRASS DISC IN TOP OF WEST SIDE OF CONCRETE
TIED "SBC 00 32"
CONROL DTCH STAMP O BM 7
AT NORTHWEST CORNER OF 8th STREET and
HELLMAN AVENUE, 18-It WEST OF CENTERLINE OF
-
HELLMAN AVENUE and 26-ft NORTH OF CENTERLINE
F 8th STREET
- - - -- -- - ELEVATION = 1096.248
50
z
o 5
-- - - --- -- -- - -- - -- - -- - - - g
—7 7_ - -- - - - -_
� cs? cs1 ,� � �
FF.
R= - - -
--- _ - - --0133° LLL
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F-T T
R�
-- - --- --- - ------ -- - --- --- --- - -
_ 1 f
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PROP S Df f
4 of
FLOWI:IN 6 E -
X28' CATl
G B SI - - _-
EE SH E +� c
- PROFILE SCALES
_
VERT. '
. 1" = 2'
--I L LLL I I I I I I I I I
8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00
ri
rr
rr
rr
rr
CONSTRUCTION ITEMS
ITEMS E� - —
ri
INSTALL 30" RCP STORM DRAIN, 1350-D LOADING
INSTALL 42" RCP STORM DRAIN, 1350-D LOADING Sta 14+34.14 CL Monument
Fd RAILROAD SPIKE&CHISELED"X" I I Sta 1+00.00 CL Intersection
" PIKE&WASHER
PER RECORD of SURVEY 34/60 STRAIGHTfGEMREPLACENT OE PAVEMENT `� t h S T R E E TNG CLEAN, ILLEGIBLE,Fd BOAT NO REFERENCE
INSTALL 18 STORM DRAIN LATERAL [N-12 HDPE PRIVATE USE, RCP IN PUBLIC EASEMENT]
INSTALL 12"STORM DRAIN LATERAL [N-12 HDPE PRIVATE USE, RCP IN PUBLIC EASEMENT] $SECTION IN-KIND
II �.
CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 319 _ N 89°48'02"W
1r✓1 0
CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA o 17 I I _ X666 N
STANDARD PLAN 331 T .. --- ..".,��,,,,.,.
CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA
STANDARD PLAN 333, CASE AS INDICATED C
G G G G G _ .G_ _ - - 5� - - - h - - - - - _G__ = G G G G G G —s G G G G G z
_.
----- NOT USED----- - - - - - - - - - - - - - - - - � �. W
O CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA Z
5' BEHIND CURB w ? ��`' `9 O \ Q
STANDARD PLAN 300 w �i �� �
4"GAS LINE M V)13 In
jj CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CAUTION ! z
CUCAMONGA STANDARD PLAN 308 + I Q � z
$tm m _ Q
CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329 - TT + X —
" " r���i���� C°Ic¢i
)�I INSTALL 30 NYLOPLAST INLINE DRAIN and 18 PCC DOWN DRAIN w/H-25 RATED B, J
DUCTILE IRON GRATE and FLOWGARD FILTER U) 0 J SCALE: 1" - 20'
INSTALL 18" NYLOPLAST INLINE DRAIN and 12" HDPE DOWN DRAIN w/ 12"90* ELBOW I 9 ® ( I ® W 0 10 20 40
and H-10 RATED PEDESTRIAN GRATE and FLOWGARD FILTER I 16 I I I =
INSTALL 24" x 24"NYLOPLAST CURB INLET BASIN and 24" DRAIN BASIN w/H-25 RATED I I SCALE FEET
DUCTILE IRON GRATE and FLOWGARD FILTER
INSTALL 24"x 24"CATCH BASIN w/STEEL TRAFFIC GRATE PER BROOKS PRODUCTS
PART No. CB-2424,
16 CONSTRUCT LOCAL DEPRESSION, CASE B, PER THE CITY OF RANCHO CUCAMONGA I I
STANDARD PLAN 307 _ I
17 CONSTRUCT 8-INCH CURB and GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA
� � II
STANDARD PLAN 104
I I DESCRIPTION OF REVISION DATE CITY
1 CONNECT TO END OF EXISTING 42" RCP STORM DRAIN I I APPROVED
REMOVE EXISTING HEADWALL and INTERFERING PORTIONS OF EXISTING 42" RCP CITY OF RANCHO CUCAMONGA
REMOVE INTERFERING PORTIONS OF EXISTING 15"CMP LATERAL i PLAN AND PROFILE
i I FOR
- - - - - - - - - - - - - - - - - - - - _ - - - - - _ _ _ = STORM DRAIN IMPROVEMENTS
- - - - - - - - - -
� � � � � � � � � -
PARCEL MAP No. 16899
ROW 2005-01611
Underground Service Alert APPROVED BY DATE
g CITY ENGINEER C R.C.E. 4953
etiFORE7&
y� ,�� DYE �+ DESIGN RECOMMENDED
G� Call: TOLL FREE ✓Fa Associated Engineers
?. 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
1111
DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET
#�j l � E—mafl: RobO®Assoc—Eng.com
227-2600 '�' c1�� C.JS 3 of 4
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CHECKED 4W DRAWING No.
C.C./. RCE No.: 4480 2075 _
TWO WORKING DAYS BEFORE YOU DIG DA : August 2005 FILE No.: 04065 P
File: L: \2004\04065\Dwg\Storm Drain\storm drain 03.dwg Aug 24, 2006 - 3: 58pm chriss
This plan is copyrighted by Associated Engineers, Inc. — 2005
BENCHMARK: 10024
2" BRASS DISC IN TOP OF WEST SIDE OF CONCRETE
FLOOD CONTROL DITCH STAMPED "SBCO BM 700-32"
AT NORTHWEST CORNER OF 8th STREET and
HELLMAN AVENUE, 18-ft WEST OF CENTERLINE OF
HELLMAN AVENUE and 26-11 NORTH OF CENTERLINE
OF 8th STREET
ELEVATION = 1096.248
irisYall�d
FIo,G&d+Flus Filter
installed ~
Fla-Gard+plus Fifter
in!IWed
SPECIFIER CFtART
Inlet llltidib Sorrds Sbrage Mred Flow Total Bypass
wdal Na in Capacity cu is
FGP-M ,24 D! /.1 S,6
Inlet i0min Inlet l0 m Solids storage Flterad Flow total bypass I FGR301X 36 1.1 12 1117
FGP�00 36 .1.4 .12 7,9
Modd Na (R x In (G1 x irli Ca ad cu ICFs) Cap,(crs) Weill) Grate OD Solids Storage Filtered Flow Tata)Bypass I FG,P.420 42 1,8 .1.4 8,8
FGP•1536W 16 x33 21 x 30 L3 1.0 Model Na On dia3 On dla3 Capact l eu cf Ca f
FGP-24W 22x22 26x26 2.l .1.8 6,9 FGP-RF45R 18 is 0.3 Q4 2 6 FOP480 46 1.9 1.5 ¢.g
FGP�.00 00 .2.3 L8 .11.6
FGP-?A38W 22 x S3 28x36 l4 20 T.7 FGP-RF18F 18 10 0.3 0.4 2.0 I FGP•6.Oq 72 2.0 2.2 .13J1
FGP• 22x30 20x39 .3 4 20 7,7 FGP-WW 20 22 p.s 0.7 4.7 pGP4.Oq .84 3 2 2 8 15
FGP-28W 28x26 .30 x 30 2.2 1.8 O,y FGP-Rf22F 22 24 0.8 A7 4.7
FGA-8.001 96 3l 2.9 .18.0
FGP 36W 30x33 30 x 42 4.6 24 6] FGP-RF23F 23 2S.S As A.7 4.7 FGP•18.Oq 120 4.0 3.s 21.9
FGP-RF24F 24 26 0.8 A7 .4.7
FWAL00 .144 6.8 42 26.2
FW44.00 .168 6.S 4.0 30.1
FGP-18.001 182 7.5 5.6 34A
FGP-18.0Q 216 D.3 62 A2
i FGA-21.00 252 93 72 44.3
FGP-28.0G 336 tab 93 9.6
NOTE
NDTE& 1.Stxapaupaclgrdecls89%Qmaffinwmwilds TM
X%wao cap xiV rdlacts 88%of ma dream soils
Ix pins Mwa + FLQ-GARD'�+ co�tedonprTortoimpsdE>♦8)taerabypa� FLQ-V!'IRJJ +PLUSx
cdx9on lortoim liter PLUS i FllteMt[mrrahTndude<asafegrfactorafi 1.Storapecapnftyrelbcis80%dma�dmumaoLds
available Fibra!Ifow rale inctuda a satagl factor d L „d,ps,a Catch data Filter ms«u am
CATCH 13ASIN FILTER INSERT
I flo-Gard#Pke Catch Basra FiMrrnsarls ars avaiable CATCH BASIN FILTER INSERT in Ca standard weds(see abov4 aid Custom shed MW*�� L caution,pdp 41n ped6q fitadnq bypass.
s s Fl,GRhmdflowratsincludesasafetyfactorofL
in ose standard sim(sea above)orinaustornsin& (ml Mourd) CaBfor deals on crsiom dio hoe ts. ROUND GRATED INLET 3.Rd•GH&Pds catch OWN titerinsads am avaikhte /� Tm
Cal tbrdetaRsoacustomstulnsof COMBINATION INLET AFlo4araMtusWrinserts ahauldI*used IncwIluncaon + InlMdandardahes(am abov4orincustom Nat FLO-GARD +PLUS
t Ho-card*PAaa near rmsarB sl,ouiaba uuara ca�nuron wNb angular maintenuxs program Rdr is ad wr cMana an eusto m aWnsarta. .CATCH BASIN FILTER INSERT
vitA a rapier ma nbrmrx s program Rsfar U ff64mbduWs racorsmsndad wlydenanu guiddnas. KriS w Enterprism Irim.Santa Rosa,CA M 37!1.8619 .4 Avallath wta nacasasa mourn package including IS
manufacturers racamnonded maintenance guidelines. Kdstar rMterp(Ew%Ina„Santa ftsA CA(eq 679.8819 US PAiEW key alowir u meintan s* acteA bk u maniwls. (CIIb IV1oLE
US MEW pyD4 S fro-0ardiPluannarinsaisstmridbsutedinwrlur>dloa C�INLET
wYAa rrpir mairtenanu progrars.Referto
manutacturefsrecomnndedmiusananuguidafuiw.
)WLf Enterprises,Inc..Santa Rosa,CA(80 61 57 9-5 81 9
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DESCRIPTION OF REVISION DATE CITY
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
FOR
STORM DRAIN IMPROVEMENTS
PARCEL MAP No. 16899
..�. ROW 2005-01611
Underground Service Alert E APPROVED BY
AFORE CITY ENGINEER � �(.tGGGI�
0 o OG
` r � ' ' MM '� D
Call: TOLL FREE DESIGN J.F.B. Associated Engineers
RE
800 �� 0 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
-
V DRAWN Voice: (909) 980-1982 Fax: (609)'941-0891 SHEET
v�► '� E-mail: RobO®Assoc-Engcom
227-2600 �
C.11s 4 of 4
CHECKED 4%04 DRAWING No.
TWO WORKING DAYS BEFORE YOU DIG C.C. RCE No.: -44480 2075 --D
T .
DAAugust 005 FILE No.: 04065
File: L: \2004\04065\Dwg\Storm Drain\stormdrain04.dwg Aug 24, 2006 - 4: 01pm chriss
This plan is copyrighted by Associated Engineers, Inc. - 2005