HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/27/2006
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S,1e Slalislics
Eslimaled Fill Malerial lo be imported 818 cubic yards
REOUIREO BUILOING SETBACK IS 0 FEET
WALGREENS BUILOING WILL BE CONSTRUCTEO WITH PHASE ONE.
ORIVE THROUGH BANK ANO STRIP' CENTER WILL BE CONSTRUCTEO WITH PHASE TWO.
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3/16. ~ ALL SIDES,
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5/S- X 2-1/2" /
SQ. EDGE FlAT BAR
NO~
FRAME & ,GRATE,
1. SEE CONSTRUCTION DRAv-1NGS FOR
PIPE SIZE. LOCATION AND INVERT
ELEVA TlON.
2. FRAME & GRATE SHALL BE ASTM
A-36 STEEL, HOT-DIPPED GALV.
At I t:.R CONSTRUCTION.
3. ALL CONCRETE TO BE 3000 PSI
AT 28 DAYS.
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TYPE 3 DITCH 'N.ET
CATCH ~
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Civil. Engineering · Municipal Engineering ~ land Planning
P.o. Box 10145
Eugene, OR 97440
Phone: 541 -461 9779
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1 STORE 110812
NWC PIONEER PARKWAY AND Q STREET.
I SPRINGFIELD. OREGON.
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DATE
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DRAWN BY,
a~~_OREGO~N.o,Oj~~(~
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EXPIRES 30JUN2008 NO.
DATE
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,DEPRESSED CURB AND' GUTtER
broom finish on all exposed surfaces
'CURB" 6"+~' .' /'
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CURBS: 3500# FIELD STRENGTH
6.3 SACK MIX
GUTTER BAR
ELEV AllON ,OF CURB AND GUTTER
not to scale
CONCRETE STRENGTH:
FIELD STRENGTH LAB STRENGTH
3500 PSI 4025 PSI
, 3000 PSI 3450 PSI
NOTES: '
1/ AlL CURBSTO'HAVE %11 EXPANSION JOINTS WITH DOWELS
AT M(\XIMUM 100 FOOT INTERVALS AND AT POINTS OF
T~GENCY. r ~
2/ CONTRACT!ON .fOINTS SHALL BE SAWCUT 211 DEEP ACROSS
THE ENTIRE CROS'S SECTION AT 10 FOOT'INTERVALS '
EQUIDISTANT FROM DEPRESSED SECTIONS. "
3/ DIMENSIONS ARE NOMINAL: VARY TO CONFORM WITH CURB
MACHINE APPROVED BY ENGINEER.
'Var.
5'_0" Min.
Dummy joint
114' deep "V' groove \ 6' 314' R
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MONOLITHIC CURB & SIDEWALK
** As sp~cified in plans, Min. 4",
If sidewalk is intended as portion of a
dwy. or mountable curb is used
.min. t/1kn, 6".
subgnlde
not to scale
DEPRESSED' CURB ALONGBIOSWALE
.'.SCIiJ.E: N. T. S
PARKING LOT AND ORIVEWAYS
3 ~II HOT MIX ASPHALT PAVEM~NT (TWO LIFTS)
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211 of 011 to %11 crushed rock
611 of 1 >111 maximum crushed rock
COMPACTED SIJBGRADE
TYPICAL SECTION
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,SHEEr, 1
COVER ,SHEET
!! CALL BEFORE YOU DIG!!
;1-800-332-2344
TWO WORK DAYS
IN ADVANCE OF EXCAVATION SHEET 3
, ~ ATTENTION: Oregon IQw requires you to follow rules
~ ad9pted by tlJe Oregon Utility Notification Center.
)hose rules are set forth in OAR 952-001-0010 SH EET '4
: through OAR 952-001-0090. You may obtain copie;; . '
: of t~e rules by calling the center. , ' ,
; (Note: the telephone numb~r for the Oregon Utility
'Notification Center is (503)232-1987. SH EET' 5
SHEET: 2
PAVING AND GRADING
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STORMWA'TER & UTiliTIES
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ORIGINAL, CONDITIONS
TRAFFIC CONTROL
PARKWA Y CENTER
PAVING and GRADING,
SITE REVIEW
5
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lo/n 100 :1- P3
General Notes
June 2004
1. Prior to any ground disturbance on the site one inspection with LOAP stoff 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 sholl be obtained.'-
2. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. During the construction
period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment-laden water does not leave
the site.
3. The implementation of the ESep 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 011 construction is completed and accepted and vegeta,tion I landscaping is established.
4. The boundaries of the clearing limits shown on' this plan sholl be clearly flogged in, the field by the engineer prior to construction.. During the
construction period. no disturbance beyond the flagged clearing limits sholl be permitted. The flagging sholl be maintained by the permit holder and or
the contractor for the duration of construction.
. . . ~ .
5. The erosion and sediment control measures on active sites sholl, be insp'ected and maintained daily and within the 24 hours after any storm event of
greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at
least daily during prolonged rainfall. Any required repairs or adjustments shall be,made immediately. 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 dama.ge atoll times. Control measures shall. remain in place until permanent
re--vegetation has been stabilized. Any measu're that is" damaged or destroyed shall be repaired or replaced irnmedi~tely.
7. Any areas of exposed soils. including roadway embankments, that will not be disturbed foi-two days during the wet season (October 1 to April 30) or
seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ESC method (seeding Be mulching with strow,
bark, compost, or plastic covering.' ect.).
8. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right-ofways ore kept clean and free of debris.
Street, flush ing 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- nQ 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 0 suitable manner: without damage to adjacent property. City's storm water
system. water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable
for use In all situations. Modifications to the dewatering system will be required if compliance can not be met. At no time will sediment laden water be
allowed to leave the construction site.
11. A sUpply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under 011 weather
conditions sholl be maintained at all times on the construction site.
12. No hazardous substances, such as paints, thinners, fuels and other chemicals sholl be released onto the site, adjacent properties. or into water
features. the City's storm water system. or related natural resources.
13~ The ESC facilities shall be inspected daily be the contractor and maintained to ensure continued proper functioning. Written records shall be kept of
weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May1 to September 30).
For More Information
City. of Springfield
Public Works
Engineering
225 Fifth Street
Springfield. OR 97477
Phone (541)736-1037
(541 )726-3591
www.ci.springfield.or.us
PARKING
S TOt, M S E \tV E R
LOT
CATCH
BASIN
24" Sauare With 4"~ or 6"SZS Outlet
Oil & Grease Filtration System
STATE APPROVED - ASPHALT DIPPED
1. Box fabricated from 1 0 GA. material
2. Bike proof, heavy duty traffic grate /
Suports AASHTO H25 ,loading
, Flo-Gard ™ Filter Insert
( Model FF24D )
High Flow Bypass
Neoprene
Gasket
(Two Sides)
Llf~.-~:-I~m - ~~~~
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.' Absorbent
2 "sQuare Pouches
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Filter Body
Attachment --1. ~
Snaps V
Durable Waven -.J y~
Mesh Filter Body
24 "SOUARE
GIBSON STEEL BASINS
247 WASHINGTON ST.
EUGENE, OR 97401
(541) 687-8672
(Fax 541) 687-0033
Flo-Gard ™ is a Trademark
of and Manufactured by
KriStar Enterprises, Inc.
( Patent Pending )
MODEL H GClJFIfJ-J6-.lfte
br. 12/27/42
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Engineering · Munici )01, Engineering. Lone
P.o. Box 1 0 145
Eugene, OR 97440
Phone: 541 - 461 -9779
a~~" OREGON ,~Oji(\X<~
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EXPIRES 30JUN2008 NO.
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BASE ELEVATIOrtJi{BIOSWALE.
DISCHARGE AREA TO~B[ ~
PROTECTE/) FROM~COURING
USING A RIP-RAP LAYER OF-
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STORE 110812
~.. ." :NWC PIONEER PARKWAY,AND Q STREET.
, '. ~PRINGF'IELD. OREGON. y" -
~ (jN PIPES TO OISCH.4I?CE AT /
,,' BASE. ELEVATION or BIOSWALE.
DISCHARGE AREA TO BE
PROTECTED FROM SCOURING
USING A RIP-RAP.JMYEH OF 1
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AREA OF THE DISCHARGING PIPE.
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SHEET 1
!! CALL' BEFORE YOU DIG!!
1-800-332-2344
TWO WORK DAYS
IN ADVANCE OF EXCAVATION
d .
; ATTENTION: Oregon law requires you to follow rules
; adopted by the Oregon Utility Notification Center.
'Those rules are set forth in' OAR 952-001-0010
; through OAR 952-001-0090. You may obtain copie)
i of the rules by calling the center.
I (Note: the telephone number for the Oregon Utility
; Notification Center is (503)232-1987.
..
CROSS WALK
SHEET 2
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REVISION
DATE JULY 2006
DESIGNED BY GARY REED
DRAWN BY GARY REED;
CHECKED BY DOUG WEBER;
WEBER ELLIOTT PROJECT NO. 03-23':
BY CITY PROJECT 'NO. SPRINGFIELD'
~frRQ,!~Q FOR CQNSTRlJQT!Q~ 51AJMP~
\J ) ::X
COVER SHEET
PAVING, ANO GRADING
STORMWATER & UTILITIES
ORIGINAL CONDITIONS
TRAFFIC CONTROL
PARKWA Y CENTER
! ! J~: _ ~li ~A ~y ! !
! ! ~OT :-O~ co.~s I KUCT 0 ~ ! !
STORMWA TER, & UTILITIES
"'"11
SITE PLAN APPROVAL
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