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ASPHALT PAVING
FOR
SCOTT CARVER
SPRINGFIELD, OREGON
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952
GENERAL CONSTRUCTION NOTES:
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A. ALL MA TERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WA Y
OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT
OF PUBLIC WORKS "ST ANDARD CONSTRUCTION SPECIFICA TIONS".
IN ADDITION TO THIS SPECIFICA TlON AND PLANS.
B. ALL OTHER IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED
WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON
STRUCTURAL SPECIAL TY CODE. PLUMBING SPECIAL TY CODE. AND/OR CITY
OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS.
C. LOCA TION AND/OR DEPTH OF UTILITIES SHOWN ON PLANS IS APPROXIMA TE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY
COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48
HOURS PRIOR TO EXCAVATING OR "por HOLING", THE "ONE-CALL" NUMBER
IS 1-800-332-2344.
D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINA TlON WITH UTILITY
COMPANIES ON THE TIMING OF INSTALLATION OF THEIR FACILITIES.
E. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY
TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY
AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC
CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING
WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWA YS (M.U. T.C.D.).
CURRENT EDITION. AS SUPPLEMENTED AND AMENDED BY THE OREGON
SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON
STATE HIGHWAY DIVISION HANDBOOK. "S/GNING AND FLAGGING STANDARDS FOR
SHORT-TERM WORK ZONES" - 1997. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT.
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INV. 470.29
F. THE EXCAVA TOR MUST COMPL Y WITH THE PROVISIONS OF O.A.R.
G. ALL SANITARY AND STORM SEWER CONNECTIONS TO CITY
OWNED EXISTING FACILITIES (PIPE. CA TCH BASIN. MANHOLES. ETC. )
SHALL BE INSPECTED BY PUBLIC WORKS MAINTENANCE DEPARTMENT,
CONTACT DENNY WRIGHT 736-1010 NOT LESS THAN 48 HOURS PRIOR
.H. SPRINGAELD CITY CODE 10.2.1 REQUIRES NOTIRCATlON OF OPEN TRENCHING
FOR THE PROJECT TO ALLOW POSSIBLE TCI CABLE. INSTALLATION.
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TO . WORK.
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CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE PRIOR TO BEGINNING
WORK.
J. ALL PROJECTS SHALL COMPL Y WITH THE AMERICANS WITH DISABILITIES
ACT SUCH AS INCORPORA TlNG DESIGN CRITERIA FOR HANDICAP RAMPS.
MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS.
UPGRADING EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION
IS OCCURRING. AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH
AS CURBING OR LANDSCAPING AROUND MAILBOXES.
K. ALL JOINTS BETWEEN EXISTING &- NEW ASPHALT PAVING SHALL BE SEALED
WITH POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK-UP.
L. COMPACTION REQUIREMENTS: SUBGRADE - 95% T99
CRUSHED ROCK - 95% T180
ASPHALT - 90% RICE
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APPUCANT
BRANCH ENGINEERING INC.
RENE FABRICANT. P.E.. S.E.
310 5th STREET
SPRINGFIELD, OREGON
BENCBJIARK DATUM
CITY OF SPRINGFIELD DA TUM'
37th ST. & KA THRYN AVE.
N. BOL T FH. N. SIDE. ELEV-477,28
OWNER
CARVER FAMIL Y L TD PARTNERSHIP
10709 SW HERON CIRCLE
BEAVERTOM OREGON 97007
DBSCRIPTION
TAX MAP 17-02-30-43
TAX LOTS 6400 & 6401
EXISTING USE
WAREHOUSE
STRBBT ADDRESS
3654 KA THRYN AVE.
. SIZB OF DBVILOPJIBN'l' ARIA
52.715 SQ. FT.
ZONING
HI . -: HEA VY INDUS TRIAL
(THIS INCLUDES PROPERTY
WITHIN 100 FEET. ON THE
NORTH. EAST AND WEST
OF KA THR YN. . THE SOUTH
SIDE OF KA THRYN IS LDR
LOW DENSITY RESIDENTIAL.
SEE VICINITY MAP)
TRANSIT FACILlTlES
THE NEAREST BUS STOP ~
LOCATED AT 28TH ST AND
OL YMPIC ST.
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CONTIGUOUS O'WNERSBIP
TAX LOTS 6400 & 6401
FLOOD PLAIN
BASED ON MAP NO. 41039CII61 F
EFFECTIVE DA TE JUNE 2. 1999.
THIS PROPERTY IS IN ZONE X -
AREA DETERMWED TO BE OUTSIDE
500 YEAR FLOOD PLAIN.
L
JlE'l'RO PLAN DESIGNATION
HI - HEAVY INDUSTRIAL
(THIS INCLUDES PROPERTY WITHIN
100 FEET; ON THE NORTH. EAST
AND WEST OF KA THRYN A VENUE. THE
SOUTH SIDE OF KA THR YN A VENUE IS
LDR LOW DENSITY RESIDENTIAL
SEE VICINITY MAP)
SOIL TYPES AND WATD TABLE:
(76) MALABON-URBAN LAND COMPLEX
WA TER TABLE IS GREA TER THAN 6 FEET.
BELOW UNDISTURBED GROUND SURFACE.
(79) MCBEE SIL TY CLA Y LOAM
WATER TABLE IS 2.0 TO 3.0 FEET
BELOW UNDISTURBED GROUND SURFACE.
SOLAR S'I'ATEJIBNT
NOT APPLICABLE - NO SOLAR
REQUIREMENT IN HEA VY INDUSTRIAL
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TIJIB OF 77U VEL ZONE:
THe WELLHEAD PROTECTION
AREAS MAP LLUSTRATES
THA T THE SITE IS WITHIN
THE 5 YEAR TIME OF TRA VEL
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ZONING
HI- HEA VY INDUSTRIAL
L DR. LOW DENSITY RESIDENTIAL
B APPROX. L TD BUS STOP tOCA nON
VICINITY MAP
SCALE: 1"=1200'
BUILDING CODE COMPLIANCE
APPLICABLE CODE:
2007 OBBC
2003 UFC
CITY OF SPRINGFIELD
F-I
BUILDING AUTHc.:aTY'
OCCUPANCY GROUP:
SITE DATA
TOTAL AREA.... . . , .. ......'.......... 24.947 SQ. FT.
EX/STING ZONING,..... .. . .. . .. . ............... ..... '. ...... HI
EXISTING USE ........................., . ....... ........ ,FACTORY
PROPOSED USE.,..... ............. ...,.. .... . ... ........ (F-/)
ASSESSORIS MAP No...,... ......... . .. .... .... .. .. /7-02-30-43
TAX LOT NUMBERS .. .. . .. .. . . . . ........ .. .640/
SITE COVFJUGE TABULATION
TOTAL BUILDING AREA. ........ .......... ..............
(ALL APPLICABLE TO PARKING REQUIREMENTS)
VEHICULAR & OTHER IMPERVIOUS AREA .....................
OPEN SPACE & LANDSCAPED AREA .... _, '... .....
TO TAL ARE,6.
./7,340 SQ. FT.
34.866 SQ. FT.
509 SQ. FT.
52. 715 SQ. FT.
33%
66%
1%
100%
ADJACENT SITE COVERAGE TABULATION
(ALL APPLICABLE TO PARKING REQUIREMENTS)
VEHICULAR & OTHER IMPERVIOUS AREA. . . . . , . . . .. ,... .. . .. .22,877 SQ. FT.
OPEN SPACE & LANDSCAPED AREA .... ..... .... .. .138.177 SQ. FT.
SWALE AREA & DITCH AREA . .. . .. ....... . ... .4.038 SQ. FT.
TOTAL AREA 165.092 SQ. FT.
PARKING
REQUIRED:
OFFICE kr ,<i/300. 2800 SQ. FT: 10 SPACES
WAREHOUSE FOR MANUFACTURING & ASSEMBL Y //1.000 AT 14.480 FT2 -15 SPACES
TOTAL REQUIRED' 25 SPACES
14%
84%
2%
100%
TOTAL PROVIDED'
STANDARD .SPACES'
ACCESSIBLE SPACES:
BICYCLES'
1/3.000 FTz. REQUIRES
24 SPACES
I SPACE
5 LONG TERM
I SHORT TERM
6 LONG TERM
PROVIDED:
CUT Ie FlU QUANTITIES
CUT: 170 CU. YARDS
FILL t 0
SHEET INDEX
SHEET CO
SHEET CI
SHEET CI.I
SHEET C2
SHEET C3
SHEET C3.1
SHEET C4
SHEET C5
SHEET C6
SHEET AI
SHEET LAI
COVER SHEET
EXISTING CONDITIONS. DEMOLITION PLAN
TOPOGRAPHIC SURVEY
SITE PLAN
UTILITY PLAN
DITCH GRADING & UTILITY PLAN
GRADING. PA VING AND STRIPING PLAN
CIVIL DETAILS
CIVIL DETAILS
BUILDING ELEVATIONS
LANDSCAPE PLAN
SHEET. I
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET II
DESIGN TEAM
/
RENE FABRICANT, P.E., S.E. REX BETZ, P.L.S./C. W.R.E.
e-mail: rene@'branchengineering.com e-mail: surveyor@branchengineering.com
BRANCH ENGINEERING. INC.
3/0 5TH STREET
SPRINGFIELD. OREGON 97477
PHONE: (54/) 746-0637
FAX: (54/) 746-0389
DA VID DOUGHERTY, LANDSCAPE ARCHITECT
e-mail: davidd@dladesign.com
D.L.A., INC.
474 WILLAMETTE ST.. SUITE 305
EUGENE OREGON 974W
PHONE: (541) 683-5803
FAX: (54/) 683-8/83
UTlUTY REPRESENTATIVES
N
UTILITY
REPRESENTATIVE
PHONE
(54/) 342-3661
EXT. 8376
(54/) 744-3707
(54/) 744-3715
(54/) 484-8507
(541) 744-3756
(541) 726-3665
(541) 736-1010
(541) 726-3665
GAS (NW NA TJ
ELECTRICITY (SUB)
GREG STIFFLER
ED HEAD
TONY TALBET
HERB SUMNER
BART MCGEE
STEVE GRAHAM
DENNY WRIGHT
STEVE GRAHAM
TELEPHONE (QWESTJ
WATER (SUB)
SAN SEWER (PRIVATE)
SAN SEWER (PUBLIC)
STORM DRAINAGE
(PRIVATE)
STORM DRAINAGE
(PUBLIC)
FIRE
GRAPHIC SCALE
20 0 10 20
~~ 1 I
( IN FEET )
40
I
(541) 736-1010
DENNY WRIGHT
AL GERARD
(541) 726-2294
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DATE
FEB. 13, 2008
SCALE
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CHECKED
BY
PROJECT
NUMBER
SHEET NO.
CO
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07-194
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901 x /921 X 26' HIGH
F.F.E. VARIES 476./1 TO 476.5'
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NOTES
THE UTILITIES SHOWN HEREON ARE COMPILED FROM A
COMBINA TION OF UTILITY LOCA TE MARKINGS. FIELD LOCA TlON
OF SURFACE FEATURES AND AS-BUILT DRAWINGS. .INVERT
FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS.
NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF
UNDERGROUND LINES.
TAX MAP /7-02-30-43,
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JULY 20. 1995
REX A. BETZ
.2606
EXPIRES' DECEMBER 31. 2007
~ Branch Engineering, Inc.
310 Fifth street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadmin@branchengineering.com
Civil. Structures · Transportation. Surveying
Date
PROJECT No. 07-/94
C1
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APR 1 8 2008
.
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DATE FEB. 13, 2008
SCALE 1 "=20'
DRA WN JLB
BY
DESIGNER RF
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
C3.1
SHEET(S)
RF
07-194
6 OF
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UTlUTY REPRESENTATIVES
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LEGEND
CONSTRUCTION NOTES
)( ) ( )( )(
PROPERTY LINE
EXISTING FENCE
EXISTING ASPHAL T PAVING
PROPOSED ASPHALT PAVING
EXISTING WATERLINE
CD
@
@
@
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-EX. W-
w
PROPOSED WA TER
EXISTING SANITARY PIPE
---SAN ----
-6" STM
EXISTING STORM PIPE
PROPOSED STORM WATER PIPE
PROPOSED STORM DITCH
EXISTING OVERHEAD POWERLlNE
---OHP ----
~
PROPOSED ELECTRIC
~---T --.---
EXISTING TELEPHONE LINE
EXISTING CONCRETE / SIDEWALK
l:~' .>:....::-..,:....,i
1:>
-,,\Y)'
l\
+
S
[3lJ
EXISTING GROUND ELEVATION
EXISTING PROPERTY CORNER
EXISTING WATER METER
[><l
EXISTING WATER VALVE
DENOTES TOP FACE OF CURB.
TFe
~
-II-
EXISTING STREET LIGHT WITH ARM
EXISTING ELECTRICAL POLE
IT]
EXISTING TELEPHONE RISER
\o~
, .-/
EXISTING MANHOLE
6
EXISTING FIRE HYDRANT
EXISTING BOLLARD
EXISTING ELECTRICAL BOX
.
[(1
OD8
ROOF DRAIN DOWN SPOUT
RIM. 475.90
/ WV. 474.40
/
DID
@
RIM ELEV A HON
INVERT ELEVATION
PROPOSED CA TCH-BASIN
)
EXISTING CLEANOUT
N
GRAPHIC SCALE
20 0 10 20
~II
( IN FEET )
- o=r-- -
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Springfield's
Wellhead Protection Area
Help protect our drinking water
Report all leaks of spill~ to:
HAZARDOUS MA TERIAL RESPONSE 911
Site operator:
Springfield Utility Board 746-8451
ASSUMED LOCATION OF EXISTING SANITARY SEWER LATERAL FIELD VERIFY.
CONSTRUCT 6" CLEAOUT PER DETAIL ~
CONSTRUCT DITCH INLET PER DETAIL @
INSTALL CATCH-BASW PER @
CONNECT TO CA TCH-BASIN WITH 6/1 SCH. 40 PVC PIPE.
CONSTRUCT 4" PVC STORM SEWER PIPE,
SCH. 40 WITHIN. 5' WITH TRACER WIRE
CONSTRUCT 6" PVC STORM SEWER PIPE.
SCH. 40 WITHIN 5', WITH TRACER WIRE,
CONSTRUCT a" PVC SCH, 40 STORM SEWER PIPE WITH TRACER WIRE.
CONSTRUCT 10" PVC $CH. 40 STORM SEWER PIPE WITH TRACER WIRE.
CONSTRUCT 12" PVC SCH. 40 STORM SEWER PIPE WITH TRACER WIRE.
INSTALL a" TO 4" PVC REDUCER
INSTALL 6" TO 4" PVC REDUCER
INSTALL 8" TO 6" PVC REDUCER
INSTALL 8" TO 10" REDUCER.
INSTALL 10" TO 12" REDUCER.
PROVIDE TRENCH AND INSTALL.. UTILITIES PER LJQ:J
WHERE COVER OVER TOP OF PIPE IS LESS THAN I'-2'~ ~
WHERE COVER OVER TOP OF PIPE IS EQUAL TO
OR GREATER THAN 1'-2" PROVIDE TRENCH & INSTALL
UTILITIES PER DET AIL ~
~
INSTALL (2) 2" SCH. 40 PVC CONDUITS FOR FUTURE USE. TERMINATE IN@20
LANDSCAPE ISLAND WITH CAP <<1 2x4 PRESSURE TREA TED MARKER STAKE.
INSTALL CONDUIT 24" BELOW FINISH GRADE IN UTILlTY TRENCH AS PER OET AIL C5
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KA THRYN AVE.
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to to
KEY PLAN
N.T.S.
I-
17" MIN.
~
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-
-
40
I
N
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NOTE:
S/GNAGE TO BE A TT ACHED TO STANDARD WEIGHT 2" STEEL PIPE
CENTER OF SIGN TO BE AT 60" ABOVE FINISHED GRADE
BASE OF PIPE TO BE CAST IN CONCRETE FOUNDA TION.
UTILITY
GAS (NW NA TJ
ELECTRICITY (SUB)
REPRESENTATIVE
GREG STIFfLER
ED HEAD
TONY T ALBET
HERB SUMNER
BART MCGEE
STEVE GRAHAM
DENNY WRIGHT
STEVE GRAHAM
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l>< ~<v ,,\kJ (). SANMH~ A() X "0' y -------.---<O'0,..------0HP-----------------1I
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TELEPHONE (QWEST)
WA TER (SUB)
SAN SEWER (PRIV A TEJ
SAN SEWER (PUBLIC)
STORM DRAINAGE
(PRIVATE)
STORM DRAINAGE
(PUBLIC)
FIRE
DENNY WRIGHT
AL GERARD
PHONE
(54/) 342-3661
EXT. 8376
(540 744-3707
(541) 744-3715
(541) 484-8507
(541) 744-3756
(541 J 726-3665
(541) 736-1010
(541) 726~3665
(541) 736-1010
(541) 726-2294
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DATE
FEB. 13, 2008
SCALE
DRA WN
BY
DESIGNER
1 "=20'
JLB
RF
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
Date Giv4
7 1 SHEET(S)
RF
07-194
Original Submittal
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J. . "EM. EDCO" RHFP33 POST. WI.TH.... BASE. .
CUSTOM SIGN WILL BE NEEDED
FOR HANDICAP PARKING. SEE SIGN
REQUIREMENTS. .- -- .
~~y~
1~-1
. '.' -c2' TYP
T~\ ~.~. .
\ ~ ~
9' I 81 I
\ 1 1
Lf'AVEMENT STENCIL WHITE,
BLUE BACKGROUND AND SLUE-
PAINTED CURB OPTIONAL .
I 9~O" I 8~O" I
tliJ f!~NUJ PMlDNC SPiCE DE'lilL
E?i1 'lOP SE'l CURB iT SJDBALK
M T.S.
a
61-0" I
TYPICAL
6" X 6" EXTRUDED
CONCRETE CURBING
SECTION OVER A.C.
PA VING
SITE PAVING
(SLOPE TO
DRAIN' PER GRADING
& PA VING PLAN)
I\.
a
r
, ,
PROVIDE I 112" DEEP
CQNTROLJOINT
CONSTHUCTJOINT WITHIN
16 HOURS OF POUR
SEE. PL.AN FOR L OCA nON
I
4" THICK P.C.
CONCRETE SIDEWALK
WITH BROOM FINISH
C\.t
d
STEEL COVE~
SITE PAVIN~ .. '\.
. .' ::~:::i:~'f.:~~:::::~::~i~~~f::t~~:i::/
, '-.w- ' .-. .,,;-;><; t'
CLEANOUT HUB~
SIZE AS SPECIFIED
~~..
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. ~h' (::Jf-''I; .<J '. .- 1
~ . \?tt- ~ .i'--- 6" 3/4"-(0) CRUSHED ROCK,
v:?,\>/r);.)./)\>/.>:>->/>-<,/)~~/)<,/>- COMPACTED AT 931
< ><-(<<<<<~~~~~<~~~ RELA TlVE COMPACTION
, /v<s;~~.&~ . MODIFIED PROCTOR
6" X 6" OPENING . 6". ~ COMPACTED SUBGRADE
FOR DRAINAGE A T ~ r--I AT 931 RELA T1VE COMPACTION
8'-0" O'C't . '\. .. f + MODIFIED PROCTOR.
SECTION a-a '
CONCRETE WHEEL STOP
/" WHERE SHOWN ON PLAN
./
/ CURS
~o
,I
C\J
1::::::::::::.::::::::::.-:.:::::.-::::::::4
~:':-:':':':-:':-:~':'::':':':-:':-:'::':-:':.':-:':-:':-:':-:':-:,:-:.:-1
Co
PARKING WITH D.M.V"
DISABLED PERMIT ONL I
VIOLATORS SUBJ~IT' TO
TOWING UNO:R
ORS 811a,620 AN FINE
UP J~s ~~rY.6~~DER
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V AN-ACCESSIBLE
!SIGNAGE A T HEAD
OF EACH SPACE.
MOUNT SIGNS AT
60" TO 72" ABOVE
PAVEMENT AT
EYE-LEVEL.
--
.
tfi) R-,IjDJlZIJ PMlDNC SPiCE D8'l'ilL
..
I~n Dl.~. SCH. 40 PVC SL. EEVE
x 12" DEEP x 10'-0" o.c.
HAND TROWEL
318" RADIUS c\.,
TYP.
'*3 BARSc~ 1 ""
(J) A T 18'.10.C. 1 ~
~ I I "
~<(. " DIA '- 1 _I "-,,-
-"" ~ )' COMPACTED
I I "-
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~ ~mkf~~
~ ;;.,; 1i' J......J * 3 CONTINUOUS ~ b
~ ~..tl11 ~ t::i~
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r T J,A
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~ p,IL J! rtLffiillllJ ill MTIJI ~
UNDISTURBED _ 3" _ _ 2"
NA TIVE SOILS
(4", A.C. PAVING
\ (2) LIFTS
;:
\A.C PAVING.
PERW
\gJ
----J
SITE PAVING (SL OPE TO
DRAIN PER GRADING
& PAVING PLAN)
'1..
6" X 6" EXTRUDED
CONCRETE CURBING
SECTION OVER A.C.
. PAVING
~
...,.,.
--r
.
u
,.
EXISTING -
NA TURAL GRADE
//
-~~
~
... ~' r.-
':~~?K%~~~W~
L' :Z::';;:~o; CRUSHED ROCK,
COMPACTED AT 93%
RELA TlVE COMPACTION
MODIFIED PROCTOR
COMPACTED SUBGRADE
AT 93% RELA TlVE COMPACTION
MODIFIED PROCTOR.
cd
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6" MIN. TOP SOIL
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l/
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ROCK BASE .;;b;~ V
~~~~~~~S~~~;;6~~;~~~~~~~
t!~'Z(::<<<<~<:~~<<\(0~Y(~~~u~~i~DE
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-~6
~9'
(0
E?i14& Pi VINe SECTION
tliJf.,~ P.ARmfC SPiCB
RIM TO.
INVERT, TABLE
6"
10" ..
6" COMPACTED
GRANULAR FILL
(];) pCAL CURB DE'lilL
REMOVABLE
OIL & GREASE
FIL TRA TION SYSTEM
BICYCLE -PROOF
;RA TE JOCKABLE COVER
FEET
1.90'
~I'=MOUND CONCRETE TO SHED WATER
': a.-s- 4' DIA. A53 B Fc..3,500 PSI
.:-- 4~. STD. WEIGHT GA. LV. STEEL PIPE
. CONCRETE FILL
~:. . (2,500 PSI MIN.)
,:I~~.. SLOPE CONCRETE TO
, ~ t" SHED WATER
\. FINISHED GRADE
~.d
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. ..,. ~.. n.. .<[(CONCRETE
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. A IJ.... ,.<< 4. : . ~ ..
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TYPE
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B
C
D
E
F
G
.
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. C\J : -_ .~:'.~.~.~ (SEE PLAN) ~ ~
~~" . ; ~ ~ ..A
"''\(/('\(/(''( , :. '.. ~,/' ~ .: .. '.~. ~.. :~.! ....
~~~: ..~ ,.".... <~...~N
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~>>V~~ .." '. r ~ ...... A% '-" )0
~~~~., ' ~',' ""~' ~,~.,.' %~
~~~~~~:// /J" /2'; ~J A~~" '~;'A'" A'~~'~ <<~~ ^ ~ 6" SQ GREASE
~~.~~~~~~~ ~~j}~. ~~>>5~.~. ^' TRAP. 'WITH HINGED
/ /. :XY/(,,/;('\%<~%0" ~ />" //~ />, / / ,. / / / /. / /.'l CLEANOUT LID
. \ ,,"GIBSON STEEL" OR "L YNCH"
UNDISTURBED SOIL OR 3 MINIMUM MANUFACTURED 10 go. STEEL CATCH
ENGINEERED FILL BEDDING BASIN 24"x24"x36"D
.<r.- ~.' ~ . ..... .. .(~~ ~UNDISTURBED
. ~ Ll . '. - .... \~\ ~ SUBGRADE <TYPJ
.- .. ';..\ \..... \ \ "\ \
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" "" ~~;.~ ,'C~ ,.'IF ~ ~.\~?,: ~~
IMPORTED COMPACTED //X:(";'&." ~",:;. :::, .... ,~'-:'1.<' PVC FOR
3/4" - 1')1" ~~ ,'l.. ,.~': ~.. :~;: ~": STORM SEWER
]V ~ '<<" :'i .:.~.~;-~ ;~<;.,.....- ;.1';;':'; {....v,
COMPACTED AT 931 ~~ ~~<C~t '':<,~m ..'
RELATIVE COMPACTION )Y*,<<:~~, '~.(S1 D~ i
MODIFIED PROCTOR /~~ ,A( ., ~~ ~ ::
~~~ j-(~~. ~
CDF 500 PSI MIN. 'Y~~M~~~>1.^>>~~~
//,,~~0~,~~,<<~~~ {<
12" 314"-(0) CRUSHED ROCK, _./ WHERE WITHIN 51-0"
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FLOA TlNG MANNA GRASS (GL YCERIA BOREALIS) AT 3 LBI AC
TUFTED HAIRGRASS (DESCHAMPSIA CESPITOSA) AT 4 LBI AC
** AT SWALE SIDES: USE "ECONO-JUTE" 114" - 1/2" MESH
IN TREATMENT AREA: USE "ANTlWASH GEO JUTE PLUS
- 474.001
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I 24" MIN. I 24" TYP. I 24" MIN. I
I CLEARANCE I CLEARANCE
- 6'-0" MIN. CLEARANCE -
/fXIST/NG GRADE
./ -<<" '/.(.... /~.(' <<y<< '
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STRUCTURE ~~~
,(~ /. Y ,- '! ~~
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T .. "'</......"<<.." ~~ ,. ., . ~~~
IMPORTED COMPACTED' //~0, -, .,' .A~(' PVC FOR
314" - g" ~~ ~ ~ ~ f~~~~ STORM SEWER
COMPACTED AT 931 ~~'orr y~~~;:LI:.m ~
RELATIVE COMPACTION ~.A7;'" DX~7&)" """"
MODIFIED PROCTOR ~~~~rf, - ~~ ~
'0~/~ . T _ ~/'>'>% ::
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12" 314"-(0) CRUSHED ROCK. WHERE WITHIN 5'-0"
COMPACTED AT 931 OF BUILDING PIPE
RELA TlVE COMPACTION I I ~~~~OB~JL:OVERED
MODIFIED PROCTOR . 24" . POL YETHYLENE SLEEVE.
Cj::)
.. -
I 24" MIN. I
ICLEARANC
NOTE: MOUNT IN CONCRETE SLAB SECT/ON PER
MANUFACTURERS RECOMMENDA HONS.
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DATE
FEB. 13, 2008
NO SCALE
SCALE
DRA WN
BY
DESIGNER
JLB
RF
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
C5
RF
07-194
B OF
11 SHEET(S)
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APPROXIMA TE 3'-0'
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USE AASHTO M-248. TYPE N.
ALKYD-RESIN TYPE (OR APPROVED AL TERNA TEJ.
TO A MINIMUM WET FILM THICKNESS OF 15 MILS (O.4MMJ
,
@ fe!fl BIlOr D8'lML
SWALE OUTLET
SEE W. 3
~I ~rnll j'fnIII1l1lr1111"'IIIHTIII' "liT" Tn~1' \!9
<iJi I Till I I ill ,',illlI lill", ill ',,<-;;:<>'~' '<;tr:;: ~/NV.. 471.20
47/.42 r--l - - - - .:' ",:,-.<' (Y 1:;=;=;171
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T If . :,',:'.' ," ":''':>~ol' NC, .." .j, I ." 1.,- -, I
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will, 7llLTTIII:~~~III:i Ilnl_1 ~T ,IIITHIII-III
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SECTION A - A
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A
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2'-3 3/8' 16' 1-'-. ~~~
3'-3 318' I ~<:
SECTION B - B
2' 4-314'
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---'12' X2-112' SQ.
EDGE FLA T BARS
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SIB' X2-Z112' SQ. I SQ.. EDGE FLA T BARS I
EDGE FLA T BAR -
518' X2-IIZ' X30'/
SQ. EDGE FLA T BARS
Co
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SPACING 3' O.C.
5/8' :i- 3//6' 5/8' .:;J1:- 3~/6'
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GRATE SECTION
TYPE I
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2'-3"
FRAME PLAN
FRAME SECTION
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PLAN
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NO TES:
I. ALL PRE-CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478.
2. INSTALL STRUCTURE ON. MINIMUM OF 8" OF 314"-0" COMPACTED BASE MATERIAL
3. PRE-CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A6/5 GRADE 60 OR WELDED WIRE
MEETING ASTM A497.
4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI & SLUMP
OF 2" TO 4".
5. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE.
6. G-2 GRA TES MA Y BE USED IF APPROVED BY THE ENGINEER.
7. CA TCH BASIN. FRAME. AND GRA TES SHALL MEET H20 LOADING.
B. INSIDE FRAME DIMENSIONS: 2' 3-318' X 2' 8-1/2'.
9. 318' CROSS BARS SHALL BE FLUSH WITH THE GRATE SURFACE AND
MAY BE FILLET WELDED. RESISTANCE WELDED OR ELECTROFORGED
TO BEARING BARS.
.
BrM,l OUTLl'l'
@ (ODOr TYPE ''D''a'lCH-IMSJN)
C6
N. T.S.
,
,
WALK OR
CURB
48"
@ fe!fll1lROr D8'lML
.
,
Date Received:
APR 1 8 2008
Original Submittal
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07-194
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1 0 OF 11 SHEET(S)
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A. SOIL PREPAAATION AT PLANT BEDS
1. FINISHED ELEVATION OF sue-6ASE TO BE 18" MINIMUM BELOYi FINISHED GRADE.
2. TlLLsuaGAADE THOROUGHLY TO A.DEPTH OF 8" MINIMUM PRIOR TO PL.Ac.EMENT OF TOPSOIL.
S. PL.Ac.E 18" MINIMUM OF TOPSOIL OYER TILLED SUBGRADE. ADD 4" OF ORGANIC MA~IAL AND 15-5-10-10
F~T1LIZER TO TOPSOIL AT THE AATE OF 20 LBS. PER 1000 SF. ROTO-TlLL AMENDMENTS AND TOPSOIL TO
A DEPTH OF 8" MINIMUM.
4. PROVIDE S" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS;
B. PLANT MA~IAL
1. PROVIDE ONLY HEALTHY, FULL PLANT MA~IAL AT SIZES INDICATED.
2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
S. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR. TO INSTALLATION.
SHRUBS
AlJC, 16
6ETC 92
06 10
RIS 2
matchIn , full, 96" ht min.
matchin , full
matchIn , full
matchin , full
PJ...ANT SCHEDU1..E
I KEY I GTY.I BOTANICAL NAME
TREES
I COMMON NAME
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ISIZE I COMMENTS
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8BETC
GIN' t'CJRE
IRRI~ATION NOTES
STA1<E5 AS SPECIFIED - EVENLY SPACED
(2) EACH ORNAMENTAL/GONIF'ER TREE
(3) EACH SHADE TREE
1. ALL PLANTINGS ~POSED FOR THIS ~..JEGT ARE DROU6HT TO~T AND SUITED FOR THEIR
~POSED GROt'{ING CONDITIONS.
2. THERE ARE NO LAffi AREAS PROPOSED FOR THE PROJECT.
S. THE APPLICANT PROPOSES BUILDING THE ~.JECT }^tITHOUT PERMANENT IN-6ROUND SPRINI<LERS.
4. ALL PLANTlNGS }^tILL BE MANlJALL Y YiA.TERED BY OY<INER AS NECESSARY THROIJGH ESTABLISHMENT AND IN
TIMES OF SEVEREDROlJGHT.
4'
SLOPE TO GRADE
REMOVE BURL.AP FROM TOP 1/3
OF ROOT BALL
MULCH AS SPECIFIED (2- Gf...EAR AT TRUNK)
~ENER,l\I.. NOTES
1. SEE ENGINEERS SITE PLAN FOR COMPLETE EXTENT OF SITE AREA.
PLANTING SOIL
sue GRADE
COMPACTED TOPSOIL
(BELOIi't ROOT BALLS ONLY)
NOTE
MARK THE NORTH'S1DE OF THE TREE IN THE NURSERY, AND ROTATE TREE
TO FAGE NORTH AT THE SITE Y'lHEN EVER POSSIBLE.
-0
TYPICAL. TREE PLANTING
SEC.TlON
NTS
LANDSCAPE PLAN
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20
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40
PL.ANTIN~ I..E~ENt:'
TREES
SHRUBS
Date
APR 1 8 2008
Original Submittal
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@ CONSTRUCT SEDIMENT FENCE. BARK BERM OR
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@ INSTALL "FLOW GARD" CATCH BASIN DROP-IN
SED/MENTA TlON INSERT PER DETAIL EC2.
@
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TEMPORARY STOCKPILE AREA. STOCKPILES SHALL BE
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DATE 17 MARCH 2008
SCALE 1 "=20'
DRA WN JLB
BY
DESIGNER RF
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
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07-194
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CITY OF SPRINGFIELD STANDARD NOTES
GENERAL EROSION PREVENTION 8& SEDIMENT CONTROL. NOTES
I. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED.
ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER
PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. ALL OTHER. NECESSARY
APPROVALS SHALL BE OBTAINED.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS .
FOR ANTlCIPA TED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE MEASURES. SHALL BE
UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE . THA T SEDIMENT AND
SEDIMENT-LADEN WA TER DOES NOT LEA VE THE SITE.
3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION. MAINTENANCE. REPLACEMENT AND
UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT
HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION
/ LANDSCAPING IS ESTABLISHED.
4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARL Y FLAGGED IN THE FIELD
BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND
THE FLAGGED CLEARING SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER
AND OR THE CONTRACTOR FOR. THE DURA TlON OF THE CONSTRUCTION.
5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED
DAIL Y AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT GREA TER THAN 0.5 INCHES OF RAIN PER 24
HOUR PERIOD. MEASURES SHALL BE INSPECTED BY PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL
BE MADE IMMEDIA TEL Y. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE
INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES.
CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE - VEGETATION HAS BEEN STABILIZED. ANY
MEASURE THA T IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMED1A TEL Y.
7. ANY AREA OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR
TWO DAYS DURING THE WET SEASON (OCTOBER I TO APRIL30) OR SEVEN DAYS DURING THE DRY SEASON
(MA Y I TO SEPTEMBER 30) SHALL BE IMMEDIA TEL Y STABILIZED . WITH AN APPROVED ESC METHOD (SEEDING &
MULCHING WITH STRAW. BARK. COMPOST. OR PLASTIC COVERING, ETC,).
8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO
INSURE PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED.
9. WHEN TRUCKING SATURATED SOILS FROM THE SITE. EITHER WATER-TIGHT TRUCKS SHALL BE USED OR
LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER
HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM.
10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER
WITHOUT DAMAGE TO ADJACENT PROPERTY. CITY'S STORM WATER SYSTEM. WATER FEATURES. AND RELATED
NATURAL RESOURCES. APPROVAL OF DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET
COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO DEWATERING SYSTEM WILL
BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO
LEA VE CONSTRUCTION SITE.
II. A SUPPL YOF MA TERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST
MANAGEMENT EROSION PRACTICES UNDER ALL WEA THER CONDITIONS HALL BE MAINTAINED A TALL . TIMES ON
THE CONSTRUCTION SITE.
12. NO HAZARDOUS SUBSTANCES. SUCH AS PAINTS. THINNERS. FUELS AND OTHER CHEMICALS SHALL BE
RELEASED ONTO THE SITE. ADJACENT PROPERTIES. OR INTO WATER FEATURES. THE CITY'S STORM WATER
SYSTEM. OR RELA TED NA TURAL RESOURCES.
II THE ESC FACILITIES SHALL BE INSPECT~O DAIL Y BY THE CONTRACTOR AND MAINTAINED TO ENSURE
CONTINUES PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKL Y REVIEWS OF THE ESC
FACILITIES DURING THE WET SEASON (OCTOBER I .. APRIL 30) AND OF. MONTHL Y REVIEWS DURING THE DRY
SEASON (MA Y I - SEPTEMBER 30).
14. INSTALL A CONCRETE WASH OUT. CONSTRUCTED WITH STRAW BALES. LINE WITH PLASTIC. AND A VISIBLE
SIGN STATING THA T IT IS A DESIGN A TED CONCRETE WASH OUT.
GENERAL NOTES
I. THE EROSION CONTROL MEASURES DESCRIBED ON THIS PLAN ARE MINIMUM
REQUIREMENTS FOR ANTlCIPA TED SITE CONDITIONS. DURING THE CONSTRUCTION
PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO I,) ENSURE
THA T SEDIMENT DOES NOT LEA VE THE SITE, AND 2,) ENSURE EXISTING
VEGETATION ON SITE SHALL BE PRESERVED UNTIL ALL GRADING IS COMPLETE.
THE INSTALLED MEASURES SHALL BE INSPECTED DAIL Y BY THE CONTRACTOR
AND MAINTAINED. ENHANCED AND/OR UPGRADED AS NECESSARY TO ENSURE
THEIR CONTINUED . FUNCTIONING.
2. WHEN COMPLETED, EXPOSED SLOPES SHALL BE GIVEN APPROPRIA TE PERMANENT
PROTECTION AS SOON AS PRACTICAL, e.g.; GRASS OR OTHER GROUND COVER.
MULCHING, NETTING, OR STRA W MA TS OR A COMBINA TION OF THESE MA Y BE
USED TO ENSURE ROOTING AND. PROTECTION OF NEW PLANTED GRASS OR
OTHER APPROVED VEGETA TION.
3. NO DEPOSIT OF MUD. SOIL, SEDIMENT, CONCRETE WASHOUT, TRASH OR OTHER
SIMILAR CONSTRUCTION RELA TED MA TERIAL SHALL BE MADE ONTO. PUBLIC
RIGHT-OF-WAY OR PRIVATE STREETS OR INTO THE CITylS STORMWATER SYSTEM
AND RELA TED NA TURAL RESOURCES. EITHER BY DIRECT DEPOSIT. DROPPING.
DISCHARGE. EROSION OR TRACKING BY CONSTRUCTION VEHICLES IN EXCESS
OF THOSE THA T OCCUR THROUGH NA TURAL PROCESSES. ANY SUCH DISCHARGE
SHALL BE CLEANED UP A T THE END OF THE CURRENT WORK SHIFT DURING
WHICH THE DEPOSIT OCCURRED, OR A T THE END OF THE CURRENT WORK DA Y,
WHICHEVER COMES FIRST.
4. NO RELEASE SHALL BE MADE ONTO THE SITE OF HAZARDOUS SUBSTANCES
SUCH AS PAINTS, THINNERS, FUELS, AND OTHER CHEMICALS.
5. SOILS (SAND) AND STOCKPILE AREAS SHALL NOT BE EXPOSED TO PRECIPITATION
OR STORMWATER RUNOFF WITHOUT THE PROVISION OF CONTAINMENT. SOIL
(SAND) WILL NOT BE STOCKPILED DURING THE WET WEA THER SEASON (OCTOBER
15 THROUGH APRIL 30) WITHOUT CONTAINMENT. ENERGY DISSIPATING AND
OTHER MEASURES MA Y BE REQUIRED TO SLOW RUNOFF.
6. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY
THE CITY INSPECTOR TO ENSURE PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN
AND FREE OF DEBRIS AND DUST.
7. TEMPORARY GRASS MEASURES, IF USED. MUST BE FULL Y ESTABLISHED BY OCTOBER
15 OR ADDITIONAL COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL
ADEQUATE GRASS COVERAGE IS ACHIEVED.
8. A SUPPL Y OF MA TERIALSNECESSARY TO MEET THE OUTCOMES AND IMPLEMENT
THE CONSTRUCTION SITE MANAGEMENT PLAN OR OTHER BEST MANAGEMENT
EROSION PRACTICES UNDER ALL WEATHER .CONDITIONS SHALL BE MAINTAINED
A T ALL TIMES ON THE CONSTRUCTION SITE.
INSPECTION REQUIREMENTS FOR ACTIVE SITES
I. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT
LEAST ONCE EVERY SEVEN (7) CALENDAR DA YS AND WITHIN 24 HOURS AFTER
ANY STORM EVENT OF GREA TER THAN 0.5 INCHES OF RAIN PER 24 HOUR
PERIOD.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAIL Y
DURING PERIODS WHEN STORM WA TER RUNOFF RUNOFF. OCCURS.
3. STORM WA TER RUNOFF DISCHARGE SHALL BE VISUALL Y MONITORED A T THE
ABOVE FREQUENCY TO EVALUA TE THE EFFECTIVENESS OF THE EROSION AND
SEDIMENT CONTROL MEASURES. IF SIGNIFICANT AMOUNTS OF SEDIMENT ARE
LEAVING THE WORK AREA, CORRECTIVE ACTION SHALL BE TAKEN TO REDUCE
THE DISCHARGE OF SEDIMENTS.
INSPECTION REQUIREMENTS FOR INACTIVE OR INACCESSIBLE SITES
I. DURING INACTIVE PERIODS OF GREA TER THAN SEVEN (7) CONSECUTIVE CALENDAR
DA YS. INSPECTIONS SHALL ONL Y BE REQUIRED ONCE EVERY TWO (2) WEEKS.
2. WHEN A SITE IS INACCESSIBLE DUE TO ADVERSE WEA THERCONDITIONS.
INSPECTIONS SHALL NOT BE REQUIRED.
3. PRIOR TO DISCONTINUING ACTIVITIES A T THE SITE. ANY EXPOSED AREA SHALL
BE STABILIZED TO PREVENT EROSION. ST ABILIZA TION MA Y OCCUR BY APPL YING
APPROPRIA TE COVER (MULCH, EROSION CONTROL BLANKET. SOIL T ACKIFIER,
ECT,) OR BY ESTABLISHING ADEQUA TE VEGETATIVE COVER.
4. PRIOR TO LEA VING AN INACTIVE SITE OR IN ANTlCIPA TlON OF SITE INACCESSIBILITY.
EXISTING EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED
TO ENSURE THEY ARE IN WORKING ORDER. ANY NECESSARY MAINTENANCE OR
REPAIR SHALL BE MADE PRIOR TO LEAVING THE SITE.
WRITTEN RECORDS
I. A WRITTEN RECORD OF INSPECTIONS FOR AN ACTIVE SITE SHALL BE KEPT ON
SITE AND MADE AVAILABLE UPON REQUEST TO D.E.Q.. ITS AGENT, OR LOCAL
MUNICIPALITY.
DIVERSION RIDGE REQUIRED
WHERE .GRADE EXCEEDS. 2%
ROADWA Y
DESIGNST ANDARD:
CONTRACTOR'S INST ALLA TlON AND MAINTENANCE SHALL CONFORM TO CLEANWA TER SERVICES
EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 12/2000 EDITION.
NOTE: \
USE SANDBAG~ STRAW BALES SPILLWAY
OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO
SETTLING BASIN AS REQUIRED.
/
STRAW BALE~ SANDBAG~
OR CONTINUOUS BERM OF
EQUIVALENT HEIGHT
EXTRA STRENGTH FlL TER FABRIC
NEEDED WITHOUT WIRE. MESH SUPPORT'
STEEL OR""iT\
WOOD POST \
ATTACH FILTER FABRIC
SECUREL Y TO UPSTREAM
SIDE OF POST
Flo--Gard T -Series Filter
Installed
".,' "',";' '.
.' ,:~:{<'.j:.' A.;'/ ;
::~ .~. . .:......;'.';; ~...~.~:0]:;~:.r.~,-i:t;S. FLOW
...~..:~~....t.~..~~ ". _ -"
SUPPL Y WATER TOS;Y'ASH. .. ~.
WHEELS IF NECESSARY 0
~
@ FLOW -----<.J
~
t"---
10' (3m) MAXIMUM SPACING WITH
WIRE SUPPORT FENCE
6' (1. 8m) MAXIMUM SPACING WITHOUT
WIRE SUPPORT FENCE
STEEL OR WOOD POST
36" (1m) HIGH MAX
PONDING HEIGHT
DIVERSION RIDGE
.. FLOW
9 II MAx:
:.':':i ~-.~~:::,.." "''')>",~./ "':"
..' .." /' /'Y/'v/
f'; ::~j .<<"(/('\(
.~:..~ "'.. '.: ::r', ...... '/"'... ........ .
.!: -~.'. ./V/,....~'/
(.Wl.~v~~~;
/( yY .
/ 1;/'
to 4")(6" (100 X 150mm)
. TRENCH WITH COMPACTED
BACKFILL
TRENCH DETAIL INSTALLATION WITHOUT TRENCmNG
NOTES:
1. FLO-GARDTM T-SERIES (FRAME MOUNT) CATCH BASIN
INSERTS ARE AVAILABLE IN SIZES TO .FlT MOST INDUSTRY-STANDARD
CATCH BASIN SIZES AND SmES (REFER TO SPECIFICATIONS). .
2. FILTER INSERT SHALL HAVE A HIGH FLOW FILTERING BYPASS.
3. FILTER ASSEMBLY SHALL HAVE A STAINLESS STEEL SUPPORT FRAME
(TYPE 304).
4. ALLOW A MINIMUM CLEARANCE BETWEEN THE BOTTOM OF GRATE
AND TOP OF INLET OR OUTLET PIPE(S) EOUlVALENT TO FILTER DIAMETER.
5. OPTIONAL ABSORBENT SHALL BE RUBBERIZERTM INSTALLED AND
MAINTAINED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
APR 18 2008
50' (15m) MIN.
PLAN
FLO-GARDTM T -SERIES
INLET PROTECTION DEVICE
(Frame Mount)
FLAT GRATED INLET
KriStar Enterprises, Inc., Santa Rosa, CA (800) 579-8819
NOTES:
,. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS: THIS MAY
REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED
TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO
PUBLIC RIGHT-OF-WA>':
3. WHEN WASHING.IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE THA T DRAINS INTO SEDIMENT BASIN.
4. DIMENSIONS:
50' LONG BY 12' WIDE
8" DEEP OF 2". TO 3" CLEAN ROCK
NOTES:
1. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE . PONDING EFFICIENCY.
2. INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSAR>': 9" (225mm) MAX/MUM
RECOMMENDED StORAGE HEIGHT.
3. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED.
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DATE
17 MARCH 2008
SCALE
DRAWN
BY
1 "=20'
JLB
DESIGNER
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
EC2
RF
RF
07-194
OF SHEET(S)
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