HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/16/2010
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cl~ civiL LEGEND, GENERAL NOTES AND DETAILS
CLl civiL DETAILS
C3~ GRADING FLAN
C4#~ STORM DRAIN FLAN
CS#~ WATER DISTRleUTION FLAN
C~I~ FAVING FLAN
El ELECTRICAL LIGJ4TING FLAN
E2 ELECTRICAL AND UNDERGROUND
ELECTRIcAL ONE LINE AND FANELS
1 GENERAL NOTES DESiGN CRITERIA
2 FLOOR FLANS, ELEVATIoNS 4 FOUNDATION 6LDG A
3 FLOOR FLANS, ELEVATIONS 4 FOUNDATION 6LDGS 6,14, I, J, K
4 FRAMING DETAILS .
lA FOUNDATION, FLOOR FLANS, ELEVATIoNS 6LDGS C, D, E .. F
2A LAYOUT 6LDGS C, D, E 4 F
3A FRAMING DETAILS
F~OvEC== :.JA:;: A:
RENTAL STORAGE UNITS
2 FJ4ASES
FI-4ASE I
6UILDING A: ~ ,1S~ OF
6UILDING 6; 4f;~~ SF
6UILDING C: 8,40~ SF
6UILDING D: 8f;00 OF
6UILDING E; 8,4~~ 5F
6UILDING F: 8f)0~ 6F
6UILDING G: It,S1S SF
6UILD ING 1-4; -------
6UILDING I: -------
6UILDING J: --.....---
6UILDING K: -------
OFF ICE/AFT/
STORAGE: 224~ SF
TOTAL: 6~,36& SF
^
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PI-4ASE 2 TOTAL
11/1~0 SF 18,4&~ SF
t~,4~~ SF tS,2~0 SF
10,4~~ 6F 18,W~ SF
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1~,4~~ SF 18~~ SF
1~t400' SF 18,40~ 6F
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(GROSS SF)
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FF(OJECT
ARCHITECT;
AFFOL TER, WEST 4.JONES
160~ VALLEY RIVER DR f21~
EUGENE, OR 91401
(S41J342-~&1I (&41J48&-1483 FAX
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R06ERTS CONSULTING 4 ENGINEERING LLC
1~01 LEONARDS WAY, SUiTE A'
EUGENE, OR 91404
(S41J68S-S1S1 (&41)4~1-&443 FAX
ELECTRICAL:
NEW WAY ELECTRic INCI
4202 WI ~ TI-I AVE
EUGENE OR 91402
(&41J686..236&
OWNER:
N06LE DEVELOFMENT
1I2b GATEWAY LOOF
SFRINGFIELD, OR S1411
(S41~88-0988
J3UI~DING CONTRACTOR
UJI-l STEVENS CONSTRUCTION
(541) S 19-442~
FROJ=C~: ='=<= A"":
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FROFERTY: 11 ~2 33 21 LOT 121~
ZONE: LMI
AREA; &h ACRES
B",-=J \G :JAm'A:
OCCUPANCY TYFE: S-2 (STORAGE UNIT 6UILDINGS)
CONSTRUCTION TYFE: 56 * NO SFRINKLERS, NON COM6USTA6LE
ALLOWA6LE AREA: 13,s~~/6lDG IN S-2
MAXiMUM 6LDG ACTUAL = t1,1~0 SF = OK
F~OJ:.=C:*= ;
Tl-4ls PROJECT Is IN 2 MAJOR FJ..IA6ES.. FI-IASE lis TI-IE WESTERN
FORTION AND FI-lA5E 2 IS TI-IE EASTERN PORTIONI
PHA6E liS COMFLETED, PI-JASE 2. TO CONSTRUCT S 6U)LDINGS AND
COMFLETE SITEWORK ON EASTERN I-IALF..
TJ..IE STORAGE UNITS WILL 6E LEASED FOR USE AS ONLY
STORAGE FOR INDIviDUALS, eUSINE5S ETC NO SALES
OR DlsTRlsUTloN WiLL SE FERMITTED,
L 6UILDINGS ARE UNHEATED SFACES
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Date: 1-14.2008
File: ~1.R4ASE2
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Job: ~01
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Sheet Title:
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DIMENelON SITE
P1.AN
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SCALE - h3fZ'
JUN 1 6 2010
PROPOSt.;D SIT.I!; PLA-S - DIlI~~SIO~.I!;D
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CIVIL LEGEND
ABBR. DESCRIPTION SYMBOL ABBR. DESCRIPTION
SO NEW STORM DRAIN ESC EROSION AND
F NEW FIRE WATER SEDIMENTATION CONTROL
SO EX STORM DRAIN EX EXISTING
SS EX SANITARY SEWER FFE FINISHED FLOOR ELEVATION
W EX WATER FL FLOWLINE
F EX FIRE WATER
FS FINISHED SURFACE
DIRECTION OF PIPE FLOW FT FOOT
AD AREA DRAIN GPM
GALLONS PER MINUTE
CB CATCH BASIN LF LINEAR FEET
CO CLEANOUT MH MANHOLE
MAX MAXIMUM
GV GATE VALVE
ME MATCH EXISTING
STORM WATER SHEET FLOW
MIN MINIMUM
PSI POUNDS PER
CONSTRUCTION NOTE SQUARE INCH
S SLOPE
SECTION REFERENCE
TC TOP OF CURB
DETAIL REFERENCE TP TOP OF PAVEMENT
AC ASPHALT CONCRETE TW TOP OF WALK
CL CENTERLINE TYP TYPICAL
BLDG BUILDING
CONST CONSTRUCT
DIA DIAMETER
SEE ARCHITECTURAL
PLANS FOR
TOPSOIL DEPTH
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PAVEMENT SECTION AND BASE ROCK: REFER
TO PAVING PLAN. REFER TO ARCHITECTURAL
PLANS AND DETAILS FOR SIDEWALK SECTIONS.
FINISH GRADE
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+ + + + -I- OUTSIDE OF + .I 24"MIN TRENCH WIDTH
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+ . + + ~..1 + + PIPE BEDDING
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~ - CORNERS FOUND AS NOTED
PROPERTY LINE
C"Q., - WOODEN POWER POLE
q:;, - WATER METER
~ - FIRE HYDRANT
1. EXISTING TOPOGRAPHIC INFORMATION IS FROM SURVEY PROVIDED BY BAKER AND ASSOCIATES SURVEYORS, NOVEMBER 1, 2006.
2. ELEVATIONS SHOWN ON THE DRAWING ARE BASED ON CITY BENCHMARK NO. 92 BRASS DISC @ 52ND AND "Gu ELEV = 491.201. BEARINGS BASED ON FOUND MONUMENTS ON THE EASTERLY
BOUNDARY OF CSF NO. 33362.
3. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS AS
MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A COMPLETED PROJECT. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES. ACTUAL QUANTITIES MAY
VARY. CONTRACTOR IS TO PROVIDE QUANTITIES REQUIRED TO CONSTRUCT PROJECT AS DESIGNED.
4. CONTRACTOR TO NOTIFY THE CITY AND ALL UTILITY COMPANIES A MINIMUM OF 48 BUSINESS HOURS (2 BUSINESS DAYS) PRIOR TO START OF CONSTRUCTION, AND COMPLY WITH ALL OTHER
REQUIREMENTS OF ORS 757.541 TO 757.571
5. ANY INSPECTION BY THE CITY OR OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATIONS TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE
APPLICABLE CODES AND AGENCY REQUIREMENTS.
6. CONTRACTOR SHALL CONFORM TO DEQ STORM WATER PERMIT NO. 1200C FOR CONSTRUCTION ACTIVATES WHERE 1 ACRES OR MORE IS DISTURBED .SINCE MORE THAN ONE ACRE OF GROUND
DISTURBANCE WILL OCCUR WITH THIS PROJECT, A 1200-C PERMIT IS REQUIRED. PRIOR TO PHASE 1 CONSTRUCTION A 1200-CWAS OBTAINED FOR BOTH PHASE 1 AND 2 WORK. REFER TO 1200-C
PERMIT, ANY ADDITIONAL CITY REQUIREMENTS, AND PHASE 1 SHEETS p2.0 AND C2.1 FOR ECS REQUIREMENTS.
7. REFER TO SHEET C3.0, GRADING PLAN, FOR VERTICAL CONTROL.
8 REFER TO ARCHITECTURAL DRAWINGS FOR HORIZONTAL CONTROUSITE DIMENSIONING.
@ SANITARY MANHOLE
@ - STORM MANHOLE
~ - CATCH BASIN
~ GAS METER
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CONCRETE
EXISTING UTILITIES & FACILITIES.
9. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEERS OR UTILITY COMPANIES
DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
10, ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-00100 THROUGH OAR
952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 OR
1-800-332-2344)
11. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE
PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. THE MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY
SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS 209.150.
12. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY
CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTIONS TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE MODIFICATION IS NECESSARY, CONTRACTOR SHALL
NOTIFY THE DESIGN ENGINEER, AND THE DESIGN ENGINEER SHALL OBTAIN ANY REQUIRED APPROVALS PRIOR TO CONSTRUCTION. ALL UTILITY CROSSING SHALL BE POTHOLED BY THE
CONTRACTOR AS NECESSARY PRIOR TO EXCAVATING OR BORING TO PREVENT GRADE ALIGNMENT CONFLICTS.
13, ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
SUPPORT, MAINTAIN, OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO LEAVE EXISTING UTILITIES IN AN EQUAL OR
BETTER-THAN-ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CITY ENGINEER.
14. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE. REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE
CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES.
ASPHAL T
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CIVIL DRAWING INDEX
C1.0 CIVIL LEGEND, GENERAL NOTES AND DETAILS
C1.1 CIVIL DETAILS
C3.0 GRADING PLAN
C4.0 STORM DRAIN PLAN
C5.0 SITE UTILITY PLAN
C6.0 PAVING PLAN
REFER TO PHASE 1 DRAWINGS, C2.0. AND C2.1, FOR
EROSION AND SEDIMENTATION PLAN, NOTES AND
DETAILS.
GRADING. PAVING, & DRAINAGE:
15. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT PREPARED BY PROFESSIONAL SERVICES INDUSTRIES (PSI) AND CONTRACT SPECIFICATIONS FOR ALL EARTHWORK REQUIREMENTS. WORK
SHALL CONFORM TO THE SPECIFICATIONS AND ALL RECOMMENDATIONS LISTED IN THE REPORT, INCLUDING FILL AND WORKING BLANKET REQUIREMENTS.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS.
DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR.
17. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. FINISH PAVEMENT
GRADES AT TRANSITION TO EXISTING PAVEMENT SHALL MATCH EXISTING PAVEMENT GRADES OR BE FEATHERED PAST JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO PROVIDE A SMOOTH,
FREE DRAINING SURFACE,
18. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT,
SIDEWALK OR LANDSCAPED AREA WHEREIN THEY LIE.
19. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2H:1V.
20. GRADING SHOWN ON THE DRAWINGS IS CRITICAL TO FUNCTIONING OF STORM DRAIN SYSTEM AND SHALL BE STRICTLY FOLLOWED.
21. THE SAWCUT LINES SHOWN ON THE DRAWINGS ARE SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT ALIGNMENT OF SUCH CUTS.
CURBS & SIDEWALKS
22, UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB USED FOR DESIGN OF ALL PARKING LOT AND ROAD GRADES,
23. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPE. ACTUAL QUANTITIES MAY VARY AND CONTRACTOR SHALL PROVIDE QUANTITIES REQUIRED FOR LAYOUT SHOWN.
24. SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED TO THE FULL THICKNESS SHOWN.
PIPE UTILITIES:
25. CONTRACTOR SHALL COORDINATE WITH ANY SERVING UTILITY COMPANY INSTALLING UTILITIES ON SITE. CONSTRUCTION OF OTHER UTILITIES ON SITE MAY OCCUR AT THE SAME TIME.
26. CONTRACTOR TO COORDINATE BUILDING UTILITY AND DOWN SPOUT LOCATIONS AND ELEVATIONS WITH BUILDING PLUMBER. NOTIFY AND RECEIVE APPROVAL FROM ENGINEER FOR ANY
REQUIRED MODIFICATIONS FROM THE DRAWINGS.
27. CONTRACTOR SHALL ABANDON EXISTING WATER SERVICES NOT SCHEDULED TO REMAIN IN SERVICE.
28. ALL PIPED UTILITIES ABANDONED IN PLACESHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE PLUGS WITH A MINIMUM LENGTH EQUAL TO 2 TIMES THE DIAMETER OF THE ABANDONED PIPE.
29. CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AS REQUIRED TO COMPLETE PIPE CONNECTIONS AND TRANSITIONS PER PLANS, CONFORMING TO TRENCHING REQUIREMENTS AND SITE
GRADES.
30. MANHOLE, AND CLEANOUT RIM ELEVATIONS ARE APPROXIMATE. FINAL RIM ELEVATIONS MAY VARY AND SHALL MATCH ELEVATIONS OF ADJACENT SURFACES.
31. THE END OF ALL UTILITY PIPE STUBS SHALL BE CAPPED AND MARKED WITH A 2-X-4 BOARD WIRED TO PIPE STUB AND EXTENDING 12" ABOVE GROUND SURFACE. BOARDS TO BE PAINTED WHITE
FOR STORM, GREEN FOR SANITARY AND BLUE FOR WATER PIPE STUBS.
32. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CONSTRUCTION SPECIFICATIONS AND CODE
REQUIREMENTS.
33. TRACER WIRE. ALL NONMETALLIC WATER, SANITARY AND STORM SEWER PI PING SHALL HAVE AN ELECTRICALLY CONDUCTIVE INSULATED 12 GAUGE COPPER TRACER WIRE THE FULL LENGTH OF
THE INSTALLED PIPE USING BLUE WIRE FOR WATER AND GREEN FOR STORM AND SANITARY PIPING. TRACER WIRE SHALL BE EXTENDED UP INTO ALL VALVE BOXES, AND MANHOLES AND CATCH
BASINS. TRACER WIRE PENETRATIONS INTO MANHOLES SHALL BE WITHIN 18-INCHES OF THE RIM ELEVATION AND ADJACENT TO MANHOLE STEPS. THE TRACER WIRE SHALL BE TIED TO THE TOP
MANHOLE STEP OR OTHERWISE SUPPORTED TO ALLOW RETRIEVAL FROM OUTSIDE OF THE MANHOLE.
NOTES:
1. MINIMUM PIPE BEDDING SHALL BE AS FOLLOWS:
4" FOR PIPE 1211 IN DIAMETER OR LESS
6" FOR PIPE 1511 TO 36ft IN DIAMETER
8" FOR PIPE 42" IN DIAMETER OR GREATER
2. WATER LINES PARALLEL TO AND WITHIN 10 FEET
OF SEWER PIPE SHALL BE INSTALLED A MINIMUM
OF 12 INCHES ABOVE SEWER PIPE.
WATER
34. CONTRACTOR SHALL INSTALL TEMPORARY PLUG AND BLOWOFF AS REQUIRED AT THE END OF WATERLINE FOR FLUSHING, TESTING AND CHLORINATION.
35. THE WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN WATER SERVICE,TO BUILDINGS SUPPLIED FROM THE EXISTING WATERLINES. IN NO CASE SHALL SERVICE TO ANY MAIN
LINE OR BUILDING BE INTERRUPTED WITHOUT OWNER APPROVAL.
36. SANITARY SEWER & WATERLINE CROSSINGS. WHERE SANITARY SEWER PIPES CROSS ABOVE OR WITHIN 12-INCHES VERTICAL SEPARATION BELOW WATER L1NE,SANITARY PIPE SHALL BE
CONSTRUCTED OF MATERIAL APPROVED FOR USE UNDER BUILDING AND EXTENDED 10' FEET EACH SIDE OF CROSSING.
37. ALL DOMESTIC WATER PIPE BOLTED JOINT ASSEMBLIES SHALL BE THOROUGHLY COATED TO PREVENT CORROSION.
38. FIRE LINE TESTING:
A. CONDUCT A PRE-PRESSURE TEST TO VERIFY JOINT TIGHTNESS BEFORE CALLING FOR A FIRE INSPECTION.
B, COMPLETE INSTALLATION CERTIFICATION FORM AND HAVE FORM AVAILABLE ON-SITE PRIOR TO FIRE INSPECTION.
39. PRIOR TO COMMENCING ANY VERTICAL, COMBUSTIBLE CONSTRUCTION, FIRE LINE (INCLUDING ALL FIRE HYDRANTS) SHALL BE CONSTRUCTED, TESTED AND IN OPERATION.
STORM'DRAIN
40. OPENINGS FOR CONNECTIONS TO MANHOLES SHALL BE MADE BY SAWCUTTING OR CORE-DRILLING EXISTING MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED.
CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND TH~OUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR
CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING OPENINGS IF AUTHORIZED BY THE ENGINEER.
41. STORM DRAIN PIPE MATERIALS TO CONFORM TO THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL USE UNIFORM PIPE MATERIAL ON EACH PIPE RUN BETWEEN
STRUCTURES UNLESS OTHERWISE DIRECTED OR APPROVED. JOINTED HOPE PIPE SHALL NOT BE USED FOR SLOPES EXCEEDING TEN PERCENT (10%).
42. CATCH BASINS SHALL BE SET SQUARE WITH BUILDINGS OR WITH THE EDGE OF THE PARKING LOT OR STREET WHEREIN THEY LIE. STORM DRAIN INLET STRUCTURES AND PAVING SHALL BE
ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING WATER,
43. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL STORM DRAIN CONNECTIONS SHALL BE BY MANUFACTURED TEES AND SADDLES.
44, SWEEP (DEFLECT) STORM DRAIN PIPE INTO CATCH BASINS AND MANHOLES AS REQUIRED. MAXIMUM JOINT DEFLECTION SHALL NOT EXCEED 5 DEGREES OR MANUFACTURERS
RECOMMENDATIONS, WHICHEVER IS LESS.
45. UNLESS OTHERWISE SPECIFIED OR DIRECTED, INSTALL STORM DRAIN PIPE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION GUIDELINES.
A==O_T:1
W:S- &JO~:S
ARCHITECTS
PlANNERS AlA PC
ober~s
onsu jlg &
. .
ng neer-ng
Civil Engineering Design and Consulting
P.O. Box 50451 Eugene, OR 97404
Phone: 541) 669-9197
Fax: .541) 461-5443
+
1600 VALLEY RIVER DR.
SUITE 270
EUGENE, OR 97401
PHONE 541.342,6511
FAX 541.485.1483
Iinn@awjarchitects.com
Revisions:
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. Date: '1-14-200&
File: 0b0-FUA$E2
Drawn: 5DU
Job: 0b01
t
Sheet Title:
CIVIL LEGEND,
GENERAL NOTES AND
DETAILS
JUN 1 6 2010
C1.0
CAST IRON VALVE BOX TOP SECTION
AND COVER SLIP TYPE WITH TOP FLANGE.
HEAVY DUTY IN PAVEMENT AREAS.
FINISH GRADE - FINAL ADJUSTMENT OF
/CLEANOUT SHALL MATCH FINISH SURFACE -
FINAL ADJUSTMENT SHALL BE MADE PRIOR
WATERTIGHT MECHANICAL PLUG TO PLACING CONCRETE OR WEARING COURSE
PLACED 3"MIN/6"MAX BELOW ""- OF ~PHAL TPAVEMENT.
FINISHED GRADE. . c~' ~- - - \>
4" AND LARGER PIPE REQUIRE 6 J :-;, COMPACTED CRUSHED ROCK BACKFILL TO
4" RISER RISERS FOR 311 ~, I, / UNDISTURBED EARTH. 6" MIN THICKNESS
PIPES TO BE 3", I---/'~' , 7-;( ~ UNDER VALVE BOX IN PAVEMENT AREAS.
/~>>
450 BEND MAY BE INSTALLED INSTEAD';:' · TRACER WIRE
'OF WYE AT END OF LINE CLEANOU
r
450 BENp
CONNECT TO UPSTREAM PIPE OR
/ INSTALL WATERTIGHT MECHANICAL
PLUG IF CLEANOUT AT PIPE TERMINI.
r"
~. J
PIPE DIAMETER
AS SPECIFIED
~
.......
FLOW
'- '-
PIPE ZONE MATERIA~~ /-:-- /~,
AS SP ECI FI ED ~""- "0...""- "1-..." "-,, '/" " 7'-
NOTES:.
1. TRACER WIRE SHALL BE WRAPPED AROUND THE TOP OF THE RISER PIPE.
LEAVE 18 INCHES OF FREE WIRE COILED INSIDE OF THE VALVE BOX.
2. CLEANOUT PIPE AND FITTINGS SHALL BE THE SAME MATERIAL AS THE MAIN PIPE.
f1\ STA \I JA ~ J C - ::A \lOUT
'\J NO SCALE
EACH AREA IS 1/2 OF
TOTAL TABULATED AREA 1" PLYWOOD OVER
. ~ %W~~ %""" ;.~~ '. ,FACE OF ~~\ """~
%...: .)''' % '/ ,,% " y..(~. ii
b ~- r~ d p ~ ~~
~ ~,~
~~ ~
~'
PLUG OR CAP
NOTE: TO BE USED ONLY WHEN SPECIFIED
ON PLANS. OTHERWISE STADDLE BLOCK
TO BE USED AT PIPE TERMINI.
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MEGALUG RETAINING
GLAND WITH
POLYETHYLENE WRAP
p
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.STRADDLE BLOCK
lY
,PLUGGED CROSS
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'-
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/0,,": ~ P G';'
.,~ ~~\
FIRE HYDRANT ' ,,' .
NOTE: SEE TYPICAL HYDRANT DETAILS FOR BLOCKING LOCATIONS
6
BEND
VERTICAL BEND
CONCRETE THRUST BLOCK SCHEDULE
(BEARING AREA OF THRUST BLOCKS IN SQUARE FEET)
HORIZONTAL BLOCKING VERTICAL BLOCKING
FITTING TEE WYE STRADDLE 900 BEND TEE PLUGGED VERTICAL
SIZE PLUG OR CAP. BLOCK OR ON RUN BEND 450 22 1/20 11 1/40 VOLUME OF THRUST BLOCK
(INCHES) HYDRANT PLUGGED BEND BEND BEND IN CUBIC YARDS
CROSS A1 A'},.
04 1.3 1,6 1,9 2,5 1.9 1.3 FITTING 450 22 1/20 11 1/40
SIZE BEND BEND BEND
06 2.8 3,7 4,0 5.7 4.0 2.1 1.3 4" 1,1 0.4 0.2
08 5.1 6.5 7,1 10.1 7.1 3,9 2,0 1,3 6" 2,7 1,0 0.4
10 7,9 10,2 11,2 15.7 11,2 6.1 3.2 1,6 8" 4.0 1,5 0.6
12 11.3 14,7 16.0 22,7 16.0 8.8 4.5 2.3 12" 8.5 3.2 1.3
14 15.3 26,1 21.7 30.7 21.7 11,9 6.1 3.1 16" 14.8 5,6 2.3
16 20.0 26.1 28,4 40.0 28.4 15.5 8.0 4.0 VERTICAL BEND
18 25.3 0 36.0 50.7 36,0 19.5 10.1 5.1 FITTING ROD EMBEDMENT
SIZE SIZE BEND
20 31,3 31.1 44,4 62.7 44.4 24.1 12.5 6.3 4"-12" #6 30
24 45,3 45.2 64.0 90.7 64.0 34.9 18.1 9.1 14" - 16" #8 36
ABOVE BEARING AREAS BASED ON A TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING PRESSURE OF 1,500 POUNDS PER SQUARE
FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION:
BEARING AREA = (TEST PRESSURE /150) x (1,500/ SOIL BEARING STRESS) x (TABLE VALUE)
ABOVE VOLUMES BASED ON TEST PRESSURE OF 150 PSI AND THE WEIGHT OF CONCRETE= 4.050 POUNDS PER CUBIC YARD. TO COMPUTE FOR
DIFFERENT TEST PRESSURES, USE THE FOLLOWING EQUATION:
VOLUME = (TEST PRESSURE /150) x (TABLE VALUE)
NOTES:
1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
3. IF NOT SHOWN ON THE PLANS. REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE. ADJUST IF
NECESSARY TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(S) STATED IN THE
SPECIF'CA TIONS.
4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS
AND BLOCKING DETAILS.
5. INSTALL ISOLATION MATERIAL BETWEEN PIPE ANDIOR FITTINGS BEFORE POURING CONCRETE.
6. CONCRETE TO BE CLASS 2400 MINIMUM.
f4\ T- ~UST 3_0C< '\IG J::TA -
\J NO SCALE
PVC
PIPE
GRATED CHAMBER (INLET) TO HAVE OIL
AND GREASE FILTRATION SYSTEM WITH
FI1. TER INSERT. F1.0~GARD INSERT
UJW
~~
U.w
~o..
:::),<
(I)()
0(1)
wo
~z
FINISH 0..::S CONCRETE COLLAR
GRAD~ ... 12" /REQUIRED IN NON-PAVED AREAS
PAVEMENT SECTION'\. .. 8" _ . USE 3~OO PSI CON~I~~~
REFER TO PAVING PLAN " ra-S/8", ,/ GRADE
W///////)){/////////~ /) t ~ .'~; ::4.: . ' "'V ~Yi.~"':\" 1
Y//////////y//////////h11I'MAX 4..,' ~ ,~yX)j>y
~ I ~ 'I ~y~/ -<~~
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7 MIN 6
....Ci5
:::>z
zw
o~
....w
~....
~5
- J:
~....
~
,
HEAVY DUTY GRATE
I WITH BICYCLE BARS
SEE NOTE NO.3
,
II
RIM SET TO
I FINISHED GRADE
DIAMOND
PLATE COVER'I
I
,
A ,-L I
" I II II
(/)
(.!)
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~
C~ST IRON VALVE BOX AND LID ~
"VANCOUVER" STYLE, MODEL 910
VALVE BOX EXTENSION ~. cr,==:a
6" PVC SEWER PIPE "
ASTM 03034, SDR 35/
ROCK GUA~,~N~~~,~S,T::~~~~~ .. · ' f - -:,
SEE NOTE X . ;
OPERATOR EXTENSION ~. Q \j~
SEE NOTE X /~
VALVE BOX BASE ~ C~~~
GATE VALVE I \
~ l
ctr }- --( ~
,
?
450 PVC
BEND
w
I
HINGE~ ACCESS
IC,OVER'. TYP,
~~ I
li
PE X PE
EXTENTION
LENGTH AS
REQID
_ j Z
<0 I :E'
OUTLET
SIZE
I
'-
-..
..J
~~
,j
I PROJECTED FLOWLINE-
_ 4" ... / AS SHOWN ON PLANS
%
-------J:Z~-.---------1------,--------. /' ~
ill \ . ~uc;
)p . ~_ (~I
> )~ )~ I = ~ -- -
, "'N~' ~"'4-! X:it L d
~,",a -.~ )~ I~ r! ! To ~~ ':Y
I / 4" MIN COMPACTED
3/4"-0 CRUSHED ROCK
(2) 24" SQUARE X 36" ~ UN
DEEP STEEL BASINS (2)
~
= Z
<0-
:E
I
~
-~~~
,~A
~
[;p MAIN 6
,...'.~. .-.4,.; ~
~ '0 .. ': . ~... . ~ ; .: . 4 . .~.
~. ~. ~;p .,
. . A',.4 t. . ," ,'..
<<:<<~'
"\/' ' ' · ~ PRECAST CONCRETE PAD REQUIRED
FOR VALVES 8" AND LARGER
6" MIN GRANULAR BEDDING FOR
. STABLE SUBGRADE VALVES 6" AND SMALLER
WATER
It ]
DUCTILE IRON.
SCHEDULE 40, OR C900
PVC PIPE AND FITTINGS
~w:)
~
NOTCH 1/16" DEEP AND 3/8" LONG
INDICATING DIRECTION OF MAIN
NOTES:
1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET, PROVIDE ENOUGH
FREE WIRE TO EXTEND 18" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE
AND SECURE WITH NON-CORROSIVE FASTENER 2" UNDER FRAME.
2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OFGRATED SECTION OF BASIN.
3. BACKFILL AROUND BASIN IN PAVED OR WLAK AREAS TO BE CRUSHED ROCK, NATIVE
BACKFILL IN LANDSCAPE AREAS.
4. PIPE AND FITTINGS FROM CATCH BASIN OUTLET TO VERTICAL TRANSITON TO
BEDUCTILE IRON, SCHEDULE 40 PVC OR C900 PVC MATERIAL.
'-. /
"V ANCOUVER"
18" TALL VALVE BOX
NOTES:
,1. VALVE BOXES SHALL BE PLUMB AND CENTERED DIRECTLY OVER THE VALVE NUT.
2. VALVE BOX TOP SHALL.BE ADJUSTED TO MATCH FINISH GRADE.
3. PVC EXTENSION SHALL BE ONE CONTINUOUS PIECE - NO BELL OR COUPLERS.
4. VALVE BOX SHALL NOT REST ON OPERATING ASSEMBLY.
5. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 4 FEET
BELOW FINISH GRADE.
f2\ JOU 3 - :: C - A v1 3 :: ~ CA TC - 3AS \I
V NO SCALE
03 VA_V:: 30X
NO SCALE
APPLY TACK COAT TO EDGE
OF CONCRETE PRIOR TO
PLACEMENT OF NEW
ASPHALT PAVEMENT (TYP)
REMOVE EX AC PAVEMENT
TO CUT LINE OR AS REQUIRED
FOR CONSTRUCTION
APPLY FULL DEPTH TACK COAT
. ALONG CUT LINE PRIOR TO
INSTALLING NEW PAVEMENT
~500 PSI CONCRETE 1"
PAVEMENT SECTION I
AS SPECIFIEDJ '
///)'////~' +:" . .....-:+. ~'4 ' ,. ~;"'W/////&
:;/(//('/.(/~ .....:~. ..~.....<:.:. .::'. ~~ .,,~. :"".>~" :..', :/ :. ..... .>:.,..:. ,)1',(// / //(.(
f ....~. ....; ... A. '... .~," " ......
COMPACTED .----1;f -..; ). . . ..:..'.-.. ' .~.~., '. .
ROCK BASE '
PROOF-ROLLED /
SUBGRADE
EXISTING AC PAVEMENT
18"
18"
6" MIN DEPTH
3/4"-0 CRUSHED
ROCK BASE
..... .......
.....
--..... 1'MIN
J: ....
b: :::>
w ~
c
-J ~
-J
:::> u
La.. <(
--
--..... ---- 61 MIN
f5\ VA__::Y GUTT::~ S::CT 0\1
\J NO SCALE
fi\ TYJ CA - SAWCUT S ::CT 0 \I
~ NO SCALE
OR AS SHOWN
ON PLANS
SAWCUT AC TO FORM A
UNIFORMNERTICAL EDGE
PRIOR TO PLACING
SHOULDER ROCK.
SEE NOTES 1 AND 2.
ASPHALT PAVEMENT
I SECTION AS SPECIFIED
6"
....
3/4" R (TYP)
,
~~~~~~~ ~~~~~~~~
W/////~
PROOF ROLLED SUBGRADE
-..-,-------...-
4"MIN THICKNESS COMPACTED
CRUSHED ROCK BASE
NOTES:
1. INSTALL PAVEMENT SECTION BEYOND EDGE OF PAVEMENT AREA TO
ALLOW FOR TRIMMING OF AC EDGE PRIOR TO PLACEMENT OF SHOULDER
ROCK.
2. TRIMMING OF EDGE OF AC PAVEMENT INSTALLED WITH A CLEAN, EVEN
EDGE MAY NOT BE REQUIRED, AS APPROVED BY ENGINEER.
9"
,NOTES:
1. 6" EXPOSURE UNLESS SHOWN OTHERWISE ON GRADING PLAN.
2. CURB SHALL HAVE 8" DEEP CONTROL JOINTS AT MAX 15' SPACING.
3. EXTEND CRUSHED ROCK BASE 6"MIN BEYOND BACK OF CURB.
f&\ = _US- AS::>-A_T ::JG::
~ NO SCALE
~ =u__ J=~T- CU~3
\J NO SCALE
o)e .. ~s
onsu jlg &
I .
nglneerlng
Civil Engineering Design and Consulting
P.O. Box 50451 Eugene. OR 97404
Phone: (541)689-9197
Fax: (541) 461-5443
Received:
JUN 1 6 2010
DEPRESSED CURB FOR DRIVEWAY,
3/4" MAX LIP
DEPRESSED CURB FOR ADA RAMP, NO LIP
A ::O_T:1
W:ST &~O~:S
ARCHITECTS
PlANNERS AlA PC
+
1600 VALLEY RlVER DR.
SUITE 270
EUGENE, OR 97401
PHONE 541.342.6511
FAX 541.485,1483
Iinn@awjarchitects.com
Revisions:
+
~~
~~
o
9
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~
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~
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~~
8~
~.~ ~
~~ ~
~I() ~
~= ~
~~ 00
Ol~
~. ~
+
'Date: 1-14-200&
File: 0hf)-R4ASE2
Drawn:
5DIBJR
Job: 0601
+
Sheet T\\\e~
CIVIL DETAILS
Cl.l
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(\ 490.16 co le / A"'" <;. 222 ~ ~~ (:,. =\?i,~';..J - _ DL;.~!2,1"Ol? -, -~<~ iLr,o~~ 'f~ ,
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v~~1 %<i.Cj/'q:o"O I AN .' '* __ .,J08 - '--'//' ... < D ^i \-<""c 0,
~~I t~f~~~~~~ ! u'r~~ ~-~~_~~- ~~~~i~~:~_ -_'~
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'~d'i~~$49607'11 ;rA4 I,,~( . ';~'eolOcot.o I' lJL' I L- - - - - - _ _ _ _ _ _ _ <.;. WOVEN FENCt( -- ---~ 70~ <./::'
/r c, v - - - -l- WOVEN FENCeAt{o-;-------~K'l')'4(;~~;.;---.x?91.,.r:
. . I I 231? I 225 eN PENce Wo /.0. F'C. ' ,\.1' ...---....."..
I TCI (.)P>,l . e '1',/ e tiN eNC-
.~ --___________~_ E~~
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'aI8~rA'~$3t Tcp I /\~;~~,g~4 Op e I I J ,~ S FFE = 494.08 CONTRACTOR TO FIELD VERIFY
) (lcgb.2;' )~,.fi~ ';../1~L I /',1, ,=--------- _ -\ EX PAVEMENT ELEVATIONS. , " X~~i871 x~~r Tapa lU4.op
~ I I ~--------_____ - ~ TO 7 u~
I I I I III -/ : 09 '0 ~ r 7-/." ~5 "' ~;;P -;E ~~~NS (:;Pl ~- r - - - - - - - - - - - - - - 4~;;;o80 - ~/~A -.....-:-><4J~7"P - - ....:~,-_,
j V!?~g I I X 9094 [] 7101 ~ ;::.------ ,'..i I 'VI 493 ' '" 493 /:-' I ~ \!6'
10P066 I ., ------ ~p.f)------II-----~1?1:_gr_- __.-1-___ [] I "726 .31 EX ~.vOfv!~ I ~.'
I \/108 I I I iJ I .I TOPO::r-- l X1~'~4----------t.I----------- --.-i---------------Q----------_____!..____~2.44-~~.... I "
, j,./\A4C90.22 I 226 ~ ~ Tapa ~ 712 ~ I ~ I r-u ----~-------- ---. ,
, l ir490.10 A -- '----~-----...---I--------X492.57 ., L ~ , 'I ~ , I --.., .
I I FENCE BA~ I I' "'"'fOr-v -.~ ."" X 49 ~ . ' ..""" , "
I 9.60 I I ~ Tolo /() 9: 714 '1>"
A!',D --:".".. 9199 1 rToBo43 IJ ---------- EXISTING;iILDING "F" '),. 7&. I~. X4 )3.13 V> v716 " I ~1""...."., .......lft6E WOVEN
c \@eO,2~ I FFE = 493. ,~ ------~- --I '1"'" FFE = 49 .83 Topo ",,493.30 : , ---... a.. ~~
'I AC' I 'i' <1& I 4 Tapa X717 O'j 718'~-~"":-~ "'4&
I : !!1/"~~6.49 I t ~~<97 ~ I I'j::) .,. ig~J~: I Xig~C~'I, ~aa
U ' II FENCE B 737 736 ,'J.,. I E. 4& I~ ~ ~-!"'"
Ii, f I 1/ ARB )- ~91.60_ _ _ _ 'Xi91.99 735 I I TP493.81 M ',81 I ~49J.~ I, ~ ;,
~ 1 I J f CJF!tT:t ~ - - - ~~~ - - - - - -'" t 'u1 \ . .
J.! I / ' I........ T~o X49j;; - - I 9S> --:- BLDG J-1
il\,/110 I 233 j '''' 0 ~ , Tapa x.?~l //bc9~~Q "tp I ~Q I ~ -!I FFE= 493.83
! 1/:gO_3~
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j ID"Tc~2y 18 de&;g~ous t:f~63 - - - - -""-1- - - - - - - ....I. - - _ ~ _ _ _ _ _ ...... ;,1' ~21 I 730 ~ "fl,'?>iJJS \ - I ------.,-- <--....::..
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5683.,81 ----4
I _ _ l I 1229 - - - - - - - - - (5' ~+ I ~ 4?~ ~ ~<( ~., ; _ j:.~ :~.:~\BLDG INTERIOR WALL ------=:.
I '-:,_::2 I 1c;~14~0.68 I v?46 )!'J 747 FFE = 493.58 __________-1 ,i F" jiJffOuo CENTERLINE
/;{~~~%f;~ I ~~~NCE/BA B I f /'CO~.28"C ~~~63 X 748 "'j::)~ I ~~ BUILDING liE" )(9J - _.:::--==- FS
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I 113 I ,19;:; I I 0 ~ {- \ 'I ~ ~ . ~-------------~------~.1~~X4-9~-
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'''~~o \/8. vC;" W~088 1r4'!J 2..)1 TO~"d2 I X:!91.95 ~~_ FFE = 493.33 ---------; FFE = 493.33 - -=::::c:l.-
I /\AC .5fr // '1.""\J~ 4~ '\~A\)~; ~il /0,00 T~1.97 /65 I I ~ -
I \i ~d.5 I ~ 0 BA1\? I OPo X1-92,34 \ 764 ?J'\ ~'" I 11.\ ~~ I n.~tp
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"5iNlO ~ ~:$90 71 I I T~ 1.90 TOPa i8Jl' ~ ~ o~ ){'''06'''------ . 760 ><i'ii ~ ~-
VI -H CL 0 /~9(.57 I., ,,1 I . 0 ~ ~ -----~ -- ~ Rn. " ~<( ..A
jMC ~,,::iA 6 1 I I ~l 7 J J<) ?~~__ / l;o X49279 t ~~8 I ~ ..0 I '"
)(i~~.8<, Z ~1~O'\8 f, B3'r6t,gJ I I XJZ1.88 ' ~X> Xi1l030 I <lB~'f2 X~ X~~] <lBa Tapa Xigp'~~ ~ : ~ ~ I N 5002:91,E 5683.81 ------4'
N 1'1 C l;j II! - -yo - - '..i Tapa EN~ING BUILDING "C" <? bt - :" ~ ~ TopJ4 '06' ~<( xi.'61 ~ _ _ ; ~~LDG f'NTERIOR WALL ------=:.
I L(). \ I i I J "':' I FFlOkJ~93.08 ~ - - - - - - - - - - -; ~ 795 BUILDING "C" H/l" 3 I ,'"', ".,"'... /" FENC~~;:RLlNE
I I ~ Iy,~ 785 7' "" 492.54 .,... F,S
I ~yV~233vI13 I ~:' I XT492.13 x4gff47t'\(:..~'" I Tapa FFE=493.08 -- ~-'::::--==a+ .s...-~.,,:,,~4 4S922.58
..:.. - ~")<" >,^'- 'f~ 40< '"7,'" ~'.::. J OPo TOFl~'?>.VV .. At. I 49:-.{ x;. "~, I----=:':
\ I 0 7 d. ' oj.. ~A~ I 9,:>.06 \'\1\ 06 "tp, <::5' ^ c.: L
~,.84 ~ : 1.Z:-4~31----1-----..:.:r:; - - -1- - - _ _ _ _ _ _....,. _ _ __ _ '"'\ ~\~A ~~A9':>. ~ 49J.op \ I Q)~' :...,.,'";,.,-~,;','.',,'"'. ~
1i'f90'7~ I I I Tapa 0 . I--=::':::- - - - - - - - - ~8 . , ~ .' ;.; <' 3
)\C :::> 1 ,~ I ~ 1.) ~;' r---:....
I ~.,~lTar'5~1 IlIJ ..... ~------------.Q_-----------_I-----------~_____ _0 _ . ,~1l-AE, ~ ~~.AA ~ I' ,I' 49'2-.8~~~i.9~ ~\l-A49'2-.AA ~ "TOjiJ6 :" / -,...,:".::..,',.,,',:,:,-:,.,",',.,',..'"..'.,.
BLOCS J-4
T 0 IT Po I I ~ I Ill- -------------------~--- ~___ ~ Tapa .... ~~ I '" ;.' 'FFE~493.08
[/1fi4 I "J I I' 77.3 I 775 ~ , j, ~ -...' X~g9 0 - ----XXii------ -------------- I --------------~----808~-'!\- --~-----rr-6 IV)
',~J'~a'--.q.r9~ /, ~ 7 ' !"..-----><;'~O"---L;;r_ - TOP(/ ---.---------Xfl{i'cs- -t- - - - _)<.f784T"" --e TOff#493.06 EX TP 493.06 M~52 ~ 'I ~ ~ XigM~~~tp I I ~.A ".""'.,.,,.,'...,",.,'~.,.,'.,
'.....'.,.,."'..,..,..'..,'..., k690 ~
I \AC' $ ~f(8J 61;r1{~4 .,'" _ /' I PO ~or!6 - ~ - - - " )(";''8L,bj ~ ."" ~y- r I ~ ~~ j-f 'l#f~C~6Wo1
.'~ 9n 4 . -L I' I Tapa >. t t;:JO.' ~ \9. :~; . ~~
I ~ IG' -- -- -- -- -- -- I I /() fl,'?>' ~ I iQ 'f ,,' " ,
~tl~",7 I :; / &!Jict<WOOD -J:;k~wo,: ~~~S~~~.~~ILDING"B" \ __________~ ~~1 ~~~L~~~,~.. "'<& ~<l~ / ~~ ~ <bFW~ 8 PROPERTY LINE (TYP)
"'8If / -I>- I TOPO ~~ 2<j~' 9 --~xf " cFS 492 8
I I 15 ,. ~" ~06 EX : ,I' 49~.06l-AE ,P 493.06 ><~~1-B7 ~ ~<lBa.06' /0 I ,.e,'?" irs1--~ 3
.31 ...-- ~ -.--:-:---- Tapa ,,' ~J ---
I ,. I '783 / / f93 rp.,,- I "q :' UILDING "K"
I ! l~ I L-------------~.81---8-- )---___"\ 790 TP_4~~:.86ME ~$042 / ~l , / ~ ~8afll.92.86 I ' 6!' __.:. F E=493.33
',~liri~g'83 s51 ~ XI~105 ~ () ~ 7(f8lJ3"'. ....--------~-81Ii-~~~:---------~------------~-' -7);----.l~ 1 -~I 00 -----, r / \/689 I
"U. , 824 .. . 4 ~ ~ ,99 -':1}. ~~ I #~ ]j ------.,,- 9322 < / ,49294
,1(,Jj9.?~, ~: 1 ~#f~c;,/- wOOD t - ..fP~ - - - - - - - - - - -t - - .".:!,P ~31 ME P 0 '?$6' )l!~054 I TP 493;.31 ~ <I.g~1 f !IO:~/() ~B~~~2r ~~'?>:~~ N
MY rL~ EX ING BUILDING "A" .800 '<: ~ 1:U 3 0 811 / ... ~~
I I I; E = 493.33 ^'tla1.DlDING "A" 801 ~. .;a. iO X4~ .22 '" ~~
~. X492.96 ~ e,' I <.0 0 ",/ ';!)~.
I 782 FFE=493.33 Tapa ,C; ~-r-~ ~-~7, .- I _~<(bl ..,
I 781 Xig$84 ~S 4& 6~ I - ~/' ....-
t Xi8~c57 I ,~ ~4Q') A~ I /' ~ ;-679 I
_ _ _ _ _ _ _ _ _ _ _ _ ---.-:- ~_ -...... ropo ~"'TO~041
o 0 I -/ ,./688 I
~ 82 0 ...c,492.21
JiJf<,:~r.:;;---------- }~(~~o~ }:,~JJr'::l.d \/828' ;,..829 ,/83. ,,..,,831 ,;-832 0 0 FENCE WOVEN
FENCE WOOD FENCE WOOD t-ENCE WOOD ))i) 'FENC[4 WOOD / 'FENc1:.j w;tl . E~ilA~r-i1 WOOD /"\FENC/.5--,---bf~~S.'(J2- ' ;-=r~lI.21 IG- - - - - I
[J' \:JUlY E WOOD FENCE WOOD FENCE WOOD
~ ~~ ~'~I_!~I_I_I_I~I_I_I_I~
CJ) Zz './ T
Z ~7"w ./
... ~ 0_ J.. ... \
I- 0 .. PHASE 2 AREA ·
>- z ff a5 ~\ ~~
a:: <( (!) w 0 -- Xggl17 X491.87
<( (!) Z Z W Tapa 'PO
~zC30~ ...... ~
~ ~ ~ ~ zt ]:;::>9 CONTRACTOR TO FIELD VERIFY 676 \ ~
W ~ ::> ~ 0 ;;[492,84
I- v CJ) a. ~ PRIOR TO CONSTRUCTION FENCE WOOD
\,/81S
--'\19<.
''OJ::J .<)>
o
TOPOGRAPHIC SURVEY AND SITE LAYOUT
aJer ~S
ansu 'j 19 &
ng'neering
A::O_T:1
W:S" & JO ~ :S
ARCHiTECTS
PlANNERS NA PC
\-. 8</. /
'I"'/.9
lap< 8<.
o
\-. &</.8
'119
loi-9;
o
\-.&</.9
"\ </.9;
lOFtS)>
o
\.... &5:....,
"\ "'/.9 v
lol/.2
o
TOPOGRAPHIC SURVEY SHOWN IS FROM
PRE-PHASE 1 CONSTRUCTION. CONTRACTOR
TO VERIFY EXISTING PHASE 1 AS-CONSTRUCT
LOCATIONS AND ELEVATIONS AT MATCH POINTS
(ME). NOTIFY ENGINEER OF ANY DISCREPANCIES
A MIN OF 2 WEEKS PRIOR TO CONSTRUCTION
FOR DESIGN REVISIONS.
Civil Engineering Design and Consulting
P.O. Box 50451 Eugene. OR 97404
Phone: 541)689-9197
Fax: ,541) 461-5443
/
+
1600 VAlill RIVER DR.
SUITE 270
EUGENE, OR 97401
PHONE 541.342.6511
FAX 541.485.1483
Iinn@awjarchltects.com
15
o 30
SCALE 1 "= 30'
I
60
I I
(EXPIRATION DATE: ~rJ)/tiiJ
, I
I
30
Revisions:
#1 - 06/04/07
\/...,693
)~}93,38
ENCE .I~I'I\'~'
.. BtOG J-2
~5i7 .FFE= 493.58.
,4 ~.63
T ,'0 N 5072.91,E 5683,81 ------4'
\ /' BLDG INTERIOR WALL ------=:.
/" CENTERLINE
" FS
,-~ 49283
'!:.. ---=:.:::
. .,. \ /692
"-4927"
FENCE' WOVEN BUILDING "J"
FFE = VARIES
SHEET NOTES:
1. SEE SHEET C1.0 FOR GENERAL NOTES AND LEGEND.
2. REFER TO ARCHITECTURAL PLANS FOR SITE LAYOUTI
HORIZONTAL CONTROL.
3. FS= TC, TP OR TW UNLESS NOTED OTHERWISE.
4. TP= 6" BELOW TC UNLESS NOTED OTHERWISE.
+
5. CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS WHERE THE NEW
GRADING IS TO MATCH EXISTING, AS INDICATED ON THE GRADING PLAN BY THE
"ME" DESIGNATION (I.E.; TP 493.81 ME), PROVIDE ENGINEER FIELD VERIFIED
ELEVATIONS (TO CONFIRM THE DESIGN) A MINIMUM OF TWO WEEKS PRIOR TO
BEGINNING CONSTRUCTION
~
~~
~1J.
~
0-
~
----t
U
~
~~
8~
~~ ~
~1J. ~
~l() ~
ffi - cld
en_ ~
o ~ rJ'.)
~ I ~
~~ ~
~ ~ lI")
~.~
~~
o
....
:3
~
~
~
Z
......
~
~
CI.)
CONSTRUCTION NOTES:
1. EX STORM WATER SWALE CONSTRUCTED IN PHASE 1. DO NOT DISTURB
LANDSCAPE AREA WHERE SWALE IS LOCATED WITHOUT ENGINEER'S APPROVAL.
2. ZONE OF PROTECTION EXTENDS TO FEET BEYOND TOP OF SWALE. DO NOT
TRAFFIC CONSTRUCTION EQUIPMENT WITHIN ZONE OF PROTECTION. REFER TO
PHASE 1 EROSION CONTROL PLAN FOR ZONE OF PROTECTION REQUIREMENTS.
BLDG J-3
FFE= 493.33
3. TRANSITION GRADE TO MATCH EX GRADES AT ADJACENT PROPERTY LINE,
PAVEMENT OR CURBS. 20/0 MINIMUM AND 30% MAXIMUM SLOPES.
I ~88
*'1490.40
f{J4t9H' Top
/\ 0.8~
AC 'l'
I
4. COORDINATE IS LOCATION OF SLOG INTERNAL WALL CENTERLINE. 2' SPACE
BETWEEN BLDG OVERHEAD DOORS IS CENTERED ON THIS LOCATION, ADJACENT TP
GRADES ARE ELEVATIONS AT THE DOOR ENDS. TRANSITION GRADE 120J'o ALONG
BLDG FACE.
6. EXISTING PAVEMENT AND SWALE CONSTRUCTED IN PHASE 1. EX SWALE (BASE
AND SIDE SLOPES TO TOP OF BANK) NOT TO BE DISTURBED. SWALE LENGTH, WIDTH
AND SLOPE; AS DESIGNED FOR PHASE 1; IS REQUIRED TO ACHIEVE STORM WATER
TREATMENT OF THE SITE STORM WATER RUNOFF AS REQUIRED BY CITY CODE.
CONTRACTOR TO VERIFY/PROVIDE AS-CONSTRUCT INFORMATION INCLUDING
EXISTING ELEVATIONS AND LOCATIONS WITHIN AREA INDICATED. SUBMITTO
ENGINEER A MIN OF 2 WEEKS PRIOR TO START OF WORK FOR DESIGN
VERI FICA TION.
7. REFER TO SHEET 6.0, PAVING PLAN, FOR EXISTING PAVEMENT SAW CUT AND
INTERNAL POINT LOCATIONS.
EXISTING GRADING SHOWN IS BASED ON PHASE 1
CONSTRUCTION DOCUMENTS AND DESIGN. NO
REDLINE DRAWINGS WERE SUPPLIED BY
CONTRACTOR, SO EXISTING SITE GRADING MAY
NOT REFLECT AS-CONSTRUCTED CONDITION.
CONTRACTOR TO VERIFY EXISTING SITE
CONDITIONS.
CONTOUR LINES SHOWN ARE
PREDEVELOPMENTIPHASE1
I
'.(~~Z ~~ONE OF PROTECTION ----2
FItfjCE WOVEN ~
I
t
-:t---- EX STORM WATER SWALE
J-----
/'
/
GRADING LEGEND
Date: 1-14-2008
.... PHASE 1 AREA
.
File: 0htl..R4A5E2
GRADE BREAK
D.~iJ!j.8
~;,.~.j;" "
,ve..;..~1?
~*o
JO, ~ I - - \ +>
~2 L - ~ ~ -"- "G" STREET
\)( 2 "
~, (~-, - - - - _ 1,';',j" _ _.:t2o ,<."",. 4 VV\A/
_ '-"" d. {,) - - ""-;:-1-1.. - - ~3:i-- 5+-- - _::- .,. -1 '
,~ \...~~, ~ww ). ,.",~. -v1:y~v ,/,w-....'^~ -,-:MR~
\ ,323
/'\.'+S' / r I
"4.- 5~ -l:~r,Jt\;; - -
1.A?-Js(ItI&o.ti ~
,;l~RIVE ~~/~RB
"'p 5"
~
......
Drawn: 5DI6JR
. ----l. -l2- A"';::" _
/\
j
FS
ME
TC
TP
SPOT ELEVATION
DIRECTION OF FLOW
FINISH SURFACE
MATCH EXISTING
TOP OF CURB
TOP OF PAVEMENT
Job: 0htll
+
/")11 "\A/\II/
/
t")
(l)
".I-
(
Sheet Tlt1e~
SITE GRADING PLAN
1 6 2010
C3.0
/
J\/
ober~s
onsu 'Jng &
ng'neer'ng
N 5240.62, E 5410.07
EX SO MH
RIM= 493.8+
611FL 'N (IN) = 490.73
611FL E (OUT) = 490.63
~0$
; ~if\;"'" .;;0;;;;;- - - - "
~', ---- ., =- - -
I '__ - --;;; _ _
: ;,1), r&- - -'- - - - - - - L --- --;;.-===-0- -.;;;;;;- --.---- -...---- - --
1/', -- --;;;;. ---(1__....~ ~_____
I I ,/ I - .Q - -_~._- _ r-, _
I L.J.LI I I - - - - - - - - - - - - - - - - --, .. -~ -:;;;;--- --;;.;;;;-
I L -.~ ---fl;__ - -==- --::...__ - _ _
I I!'/~)': EXBLDGtlGII - - - - - - - - -, ----- - =--
I ~_________________
: II I EX 611SD 259.9 LF EX 8"SD 257.2 LF
! 1// ~ ----~----~O-~-------~------------~- ____~S=:O::~--\ _ S=O,0050FT/FT___________-d
! ~ ~ y ~ ~- T~-------~----y-;.~~"SO-~---:!;--Q----------y.-- ~ ,
i r-----~------------------_~ !
I I I
I , BLDG "F" I
I IJ ' 1-- 50' DOWN
Ii' , r- SPOUT - EX SLOG "F" N 5175,65. E 5409.07 N 5233,06. E 5485.35 . EX 6"SO 259,6 LF N 5230,59. E 5603.32 :
: /1 I : I SPACING (TYP) ~ EX SD MH '\ ERXIM~049C3B.31 ! S= 0.0050 FT/FT EX SO CS :
I 'I I I ALL BLDGS 3 RIM= 493.5.:t ~ RIM= 493.31 LL I
I II' , 611FL W (IN)= 490.69 4I1FL= 490.36 L' a::> I
I I, L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _6"_FL E_(OUT)=_490_.59 EX 411SO 3.0 LF EX 8"SO 256.9 F 41 FL= 489.77
I / I, I ~=O,0050 FT/FT S=0.0050 FT/FT EX411SD 3.0 LF :
f f Ii f CO " i 8=0,0050 FT/FT I
f 1111 : I8tJ y Y
. i ;1// coe f------~---------~.~-~------~~ /~ I~ /2 /2 l?~
/ , I EX BLDG liEu N 5166.28 , E 5418.93 N 5168.01, E 5486.80 N 5165.59, E 5602.54 ~......
I ; I , EX SD MH . CONST SD CB BLDG IIEII CONST SO CB - I ~
f,,1 " I RIM= 493.06 RIM= 493.06 I
I . I RIM= 493.4.:t 4I1FL= 490.23 4I1FL= 489.65 :
',' , l 811 FL W (IN)= 488.37 CONST 411SD 6.0 LF CONST 4"SD 6.0 LF I
III, J ' - - - - - - - - - - - - -- 8" FL E (OUT)= 488.27 S 0 0050 FT/FT MIN I
/ '.J/,' CO = '. s= 0.0050 FT/FT MIN ,
If f c~ ~ y ~ y ~----6"so-~-r~~::0-.-------:T-:------g-~-T-------,--~~f----------vi-
IN r----------------------------/ jt I~ ~t\ L_ ~
I J II / I EX SLOG "0" N 5110.65, E 5408.08, ~01'43' E 5417.93 N 5103,03. E 5485,43 EX 8"SO 256,5 LF N 5100,6~, E 5600,67 'i:-:J I 0---
I J 11 'f I EX SO MH EX SD MH CONST SO CB S=0.0050 FT/FT BLDG "0" CONST SD CB :
I / 1/ / I RIM= 493.3.:!:. RIM= 493,2+ R.!M= 492.81 EX 6"SO 259.2 LF RIM= 49:!.81 I
j /' , 6"FL W (IN)= 490.49 811 FL W (IN-)= 488.17 4 FL= 490.03 4"FL 4e946 I
I CONST 4"SD 6 0 LF S= 0.0050 FT/FT EX.611SD 262 0 LF = . ~-
I / ' IL.i.. L 6"FL E (OUT)= 49039 8" FL E (OUT)= 488 07' . CONST ~~lISD 6.0 LF --..1 w
! ~ fo - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - . S= 0.0050 FT/FT MIN S- 0 0050 FT/FT 7--:--"
I
i
I
! if 'f----1---T------------~------~-----// /2 ~' n"S\\J> to ~ :- i~ ! <--
~ tr - -4 SS- (,.~ SLDG IIC" CONST SD MH RIM= 492.56 S=0.0050 FT/FT CONST S D CB :::-.L
I " ~~:.; I RIM= 483.0+ RIM= 493.9.:t RIM 492 56 7 I ~--I
i PI','. W ~"~~;. 6"FL W (IN)'"; 490.06 4"FL= 489.60 II = . ~o
i I ,I I CO ~,~j..:' . _ _ _ _ _ _ _ _ _ _6_"FL_E (OUT) = 4_89.9_E 8" FL W{IN) = 487.98 CONST 4"SD 8.0 LF EX 10"SD 270.0 LF 4 FL= 48~,'03 I !!'
I 8"FL E(OUT) = 487.88 S= 00050 FT/t=T MINV S=0.0050 FT/FT CONST 4 SO 7.0 LF L_ T i.n
.$ / "''';P 1 O"SO .... . "'- s= 0.0050 FT/FT MIN a::> I ~
:co : /: I}- IlII1 QQ. .. ....1' 10"SO.. I
L- i ! I 0Cl G10"F //- !~ -10"F ~~. -
--------~ ~ ,r - - - - - - - - ~9~7_;_E540-;:-9V - I ~~
! I EX SO MH ' N4975.55. E 5483.20 _ N 4973.14. E 5597.83
I I ;:- I~' I
I I Jr .-- - - - - - c - - - - - - -f i I RIM= 493.0.:t DOWN SPOUTS FROM BUILDING AREAS TO CONST SO CB CONST SO CB a::> I
I I 'If' I EX BLDG "B" 10" FL W (IN) = 487.61 DISCHARGE ONTO ADJACENT PAVEMENTS AND RIM= 492.44 RIM= 492.44 I
I: Ii 10" FL E (OUT) = 487.51 SHEET FLOW TO CATCH BASINS (TYPICAL) 4"FL= 487.07 4"FL= 486.55 B .DG "BlI I
I I I, J CONST 4"SD 6.5 LF CONST 411SD 6.5 LF I
i I ~ ~ S=0.0050 FT/FT MIN S= 0.0500 FT/FT MIN I
(~!. i I L__________~-----., EX10"S0278,6LF -~CA1.,O ,i
.. ,'/S=0.0050 FT/FT
^ i I 1 0" SO - , TYP I
~, Q If CO" 10"SO ~ ,
I I 1 {J
I I I
I I I
I I .
i ! I
I I
I I
I I
~I
I I
I I
I I
lW
I
),--1
I I
I I
~I
I I
, I
I
:;::" I I
,,-'1 ,
Cc I I [}
, I
I I
I I
I I
I ,
I ;
I 1
I
i
I
I ,
I :
I 1
I I
I I
I I
I I !j
, 'i
~ ~-Ji- -- -
.------ ~~~~~Z~-~-_-----~
: 48"ST - -
I
I
I
I
I
,
:~~
/:
CONTOUR LINES SHOWN ARE
PRE-DEVELOPMENT. REFER TO PHASE 1
AND 2 GRADING PLANS FOR PROPOSED
DEVELOPMENT GRADING.
N 5235.19, E 5669,93 .
EX SO MH
RIM= 493.5.:t
6" FL W (IN) = 489.33
12" FL S (OUT) = 489.23
N 5226.04, E 5677.09 .
EX SO MH
RIM=493.3.:t
8" FL W (IN) = 486,99
15" FL S (OUT) = 486.89
CIvil Engineering Design and Consulting
P.O. Box 50451 Eugene, OR 97404
Phone: 541)689-9197
Fax: .541) 461-5443
N 5"2"3;i.4t;E-s4~3
-EX-SD-Mt:J
RIM= 493.7.:t
~88~R
8" FL E(OUT) = 488.28
I
I
15
BLDG "G"
30
30'
\
60
SHEET NOTES:
1. SEE SHEET C1.0 FOR CIVIL GENERAL NOTES AND LEGEND.
2. SEE SHEET C5.0 FOR CONTROL POINTS.
EX 12"SD 194.0 LF
S= 0.0030 FT/FT MIN
RUNOFF WITHOUT VEGETATED TREATMENT
~CONSTRUCTION NOTES
1. PHASE 2 SLOG DOWN SPOUT CONNECTION. CONST 4"SD PIPE TO
WITHIN 51 OF BLDG. SLOPE= 0.100 FT/FT MIN. REFER TO BLDG PLANS
AND COORDINATE CONNECTION LOCATION AND ELEVATION WITH
BLDG PLUMBER. CONNECT 4"SD TO EX MAINLINE PIPE WITH INSERTA
TEE.
2. BLDG DOWN SPOUT CONNECTION INSTALLED WITH PHASE 1 .
INSTALLED: (1) 4" X PIPE MAIN SIZE TEE
(1) 4" CAP
CONST 4"SD TO WITHIN 5' OF PHASE 2 SLDG
SLOPE= 0.0100 FT/FT
3. BLDG DOWN SPOUT SPACING (ALL PHASES) WERE SPACED 50'
ON-CENTER FROM THE WEST END OF BLDG. LOCATION OF WEST
END DOWN SPOUTS PROVIDED ON PHASE 1 C4.0, STORM DRAIN
PLAN.
4. REMOVE EX PIPE UNDER NEW BLDG TO 10' BEYOND BLDG FOOT
PRINT. ABANDON REMAINING PIPE IN PLACE PER C1.0. GENERAL
NOTES.
5. CONSTRUCTION EQUIPMENT SHALL NOT TRAFFIC THROUGH
SWALE AREA. CONTRACTOR INSTALL CONSTRUCTION FENCING
AROUND LANDSCAPE AREA TO PROTECT SWALE AND ADJACENT
LANDSCAPE AREA FROM CONSTRUCTION EQUIPMENT.
6. CONNECT EX PIPE TO NEW 18"5D WITH IN5ERTA TEE.
7. BLDG DOWN SPOUT SPACING (BLDG "JII) ARE TO BE SPACED 501
ON-CENTER FROM THE NORTH END OF BLDG. LOCATION OF NORTH
END DOWN SPOUTS PROVIDED. CONST 4"SO PIPE TO WITHIN 5' OF
BLDG. SLOPE= 0.100 FT/FT MIN. REFER TO BLDG PLANS AND
COORDINATE CONNECTION LOCATION AND ELEVATION WITH BLDG
PLUMBER. CONNECT 411SD TO EX MAtNLINEPIPE WITH INSERTA TEE.
@
N 5099.39, E 5658.81
5099.39CONST SO CB
RIM= 492.81
4"FL= 488.87
CONST 4"SD 8.3 LF
S= 0.0050 FT/FT MIN
BLOG "H"
EX 15"SD 291.0 LF
S= 0.0030 FT/FT MIN
-- RUNOFF TO VEGETATED TREATMENT
-
I-
W
W
0:::
I-
(f)
N 5031.23, E 5665.87
~ __ ---EX SO MH
RIM= 492.5:!:,
o 6"FL W (IN)= 488.65
12"FL N (IN) = 488.65
12"FL S (OUT) =488.55
N 5034.38, E 5658.81 ---2'
CONST SO CB ----.::..
RIM= 492.52
4"FL= 488.66
CONST 4"SO 6.9 LF
S= 0.0050 FT/FT MIN
o
Z
N
L()\
"'-.......
~
~
TYP OF 15
N 4971.72. E 5658.66
CONST SO CB
RIM= 492.52
4"FL= 486.21
CONST 4"SD 13.1 LF
S=, 0.0050 FT/FT MIN
8. VERIFY ELEVATION OF EX 18"SD AT CONNECTION POINT. SUBMIT
EX ELEVATION TO ENGINEER A MIN OF 2 WEEKS PRIOR TO
CONSTRUCIOTN TO VERIFY DESIGN. CONNECT REROUTED 18"SO TO
EX WITH FLEXIBLE (FERNCO) COUPLER.
r---~~~--~~~-~--__~~..
N 4935.10, E 5670.99
3"F-J.. EX SO MH
~f'i"5i. ~~M1=5~~C'Z1IN) = 486.02 ~~:~~~~:S~~:~1~1 ~~g:~Ai~ ~g~~~R~f:)~~NN6~;S~ ~E EX
~~ EX 18" FL SE (OUT) = 485,92 N 4913.99. E 5673.81 ~ DISTURBED. SWALE LENGTH, WIDTH AND SLOPE; AS DESIGNED FOR
>>:;;: --- 8 PHASE 1; IS REQUIRED TO ACHIEVE STORM WATER TREATMENT OF
. P-:,) r 22.50 BEND THE SITE STORM WATER RUNOFF REQUIRED BY CITY CODE.
~-,", BLDG "K" EX 1811FL= 485.88 CONTRACTOR TO VERIFY/PROVIDE AS-CONSTRUCT INFORMATION
o ~:, CONST 18"SD 46.7 LF
~ 'r,:" - ;,.,.,.,:,..', N 4914,06, E 5670.66 -----r S= 0.0039 :~g~~~g ~~:~rr~~L::~~~~~ ::~g~~T~~~~;~~RA:5A
T rr\j-4 8,2LF ~ STARTOFWORKFOROESIGNVERIFICATION.
~ ~;'\~ - -- ~ci~~~~D ~~73,11 ~ ~~g~~ ~~i~~ ~:~~1J~~~J~~~~ ENTIRE DEVELOPMENT SITE
~~ RIM= 493.3,:!: CONSISTS OF THE STORM WATER SWALE CONSTRUCTED IN PHASE 1 AND
r I - · I - I -l - I ~ -. I .. ., 18"FL = 485.70 ALL CATCH BASINS TO BE DOUBLE CHAMBER WITH OIL FILTER MEDIA. AT
~--,1" ',- 1- 6~~;TNf8IlSD 29.3 LF LEAST 50% OF THE DEVELOPMENT PAVEMENTS ARE COLLECTED AND
T ~ DISCHARGED TO THE SWALE FOR VEGETATED TREATMENT, REFER TO
FEBRUARY 2007 SITE PLAN REVIEW DRAWINGS AND STORMWATER
----a STUDY.
2 - - --~t -- - 2 fJ t:J. ~ EX 18"FL=485,58 ~
EX8"SD59.1 ~I I -7' - -, -, -, -~-'l~ ~~2"S0183.1 LF PHASE 2 STORM DRAIN SYSTEM
~:~~~~ E 5545.62 I S=0.0338 FT/FT ~ ~ PHASE 1 AND 2 BUILDINGS AND STORM DRAIN SYSTEM
RIM= 493.2.:t N 4844.61, E 5645.60 ~ ~ EX 18"SD 207.9 LF SHOWN. PHASE 1 STORM DRAIN SYSTEM WORK
8"FL = 488.93 EX SD CO ~ I S= 0.0045 FT/FT MIN
EX8"SD 100.0LF RIM=491.8.:t II I INCLUDED CONSTRUCTION OF ALL PRIVATE STORM
S=0.0050 FT/FT 811FL = 488.43 (I]: V I MAINS, TREATMENT SWALE, DISCHARGE TO THE
I EXISTING PUBLIC PUBLIC STORM DRAIN, PHASE 1 STORM INLETS AND
CONTRACTOR TO FIELD VERIFY t ~T~=R':~6NHOLE NO,102 DOWN SPOUT CONNECTIONS. TEES WITH CAPS WERE
}::::> PRIOR TO CONSTRUCTION : FL=478.7 INSTALLED IN STORM MAINS FOR PHASE 2 STORM
fI" ~ .. INLETS (CATCH BASINS). PIPES WERE INSTALLED FOR
EX STORM-WAl15R SWIl._LE -" ~ PHASE 2 (SLDGS "A" THROUGH "G") DOWN SPOUT
}:::> TEL G---ib _ , ~ -KL -- -/ ~ - CONNECTIONS AND CAPPED AT 5' FROM THE PHASE 2
-~--_~:-_-:-:-._ ~~_... _ ~ , BUILDINGS.
Z-----vN-\.--~-----~~ I.... :4... ,.'~.. .4/1'['4 ;':4=:::1 - -- ~ GV
- '20 ~ - -A _ - - ~ ~ - _ ~ - - - - - =- =- =- =- =- =-~=- =- =- t =- =- - \ - - - - =- -=- -=- -=- -=-74f-f"':'~~I~ -=- -=. -=.-:.:=. '1= -=- -=- -=- -=- -=- -=- ~ -=- -=- -=- -=-
-=- -=- -=- - ,,=-'_ _ - - - - ~
I (5 48"ST----.-- ---------,- - 48"ST -----~. ~64 i
I EX CONNECTrION \ :
I TO EXISTING 48"SD \ ,I
48"FL= 478.4.:t I
~ 144~~(}- _ ~88 18"FL=484.~_~_____~_.-, @ I :
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EX BLDG "A"
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EXISTING STORM DRAIN SYSTEM SHOWN IS BASED
ON PHASE 1 CONSTRUCTION DOCUMENTS AND
DESIGN. NO REDLINE DRAWINGS WERE SUPPLIED
BY CONTRACTOR, SO EXISTING STORM DRAIN
SYSTEM SHOWN MAY NOT REFLECT
AS-CONSTRUCTED CONDITION. CONTRACTOR TO
VERIFY EXISTING SITE CONDITIONS.
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N 4848.81, E 5445.64
EX SD CO
RIM= 493,O.:t
8"FL = 489.43
EX 8115D 100.0 LF
S=0.0050 FT/FT
EXISTING PUBLIC
STORM MANHOLE NO.103
RIM= 491.37
FL{S)= 482.97
FL(E)= 477.89
FL{W)= 477.87
(9',
..:::.
- yrf6:.:,- - - - - - - - - - 7'1''1- - - \- - --) - - - - -\ - - - - -CEb
-~~------~-~~~A~-- -----~-0----- ---t----~-0---------------T--
- - - - - - - _ _- _ _----:::: _ _ _ _ _ _ ~--:~.=...:::::-----':-._--- -:--- ..{;i1 ~__
- 48"ST - - - - - - - - - -
@
"G" STREET
Received:
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f 6 2010
Original Submittal_
A::O.T:1
W:ST &JO~:S
ARCHITECTS
PlANNERS f.JA PC
t
1600 VALlEY RIVER DR.
SUITE 270
EUGENE, OR 97401
PHONE 541.342.6511
FAX 541.485,1483
Iinn@awjarchitects.com
Revisions:
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Date: 1-14-200&
, File: 0h0-FWA5E2
Drawn: 5DU
Job: 0601
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Sheet Tltle:
&T~ DRAIN PLAN
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EXISTING PUBLIC S~N T ARYj I
SEWER MANHOLE ! '" I
RIM = 490.34 "
FL (E) = 482.14 ~
FL (N) = 482.03 . ~ 203
FL (S) = 481.94 I I
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EX 4"SS CONr}JE<CTION ~I' ~
15"SS CITY M~IN "- I
EX 15"FL = 481.51:.JAPPF10X) I :
4"FL E (IN) = 486.0E I I I
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EX FIRE HYDRA~T
GAS SERVIC=
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PHASED SITE UTILITIES
PHASE 1: ALL WATER, SANITARY SEWER, AND
NATURAL GAS SITE UTiliTIES INSTAllED.
_PHASE 2: RELOCATION OF EX aUF PIPE TO
-ON-SITE FIRE HYDRANTS.
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PHASE 1 BLDG
12,975 SF (EX)
BUILDING uG"
Civil Engineering Design and Consulting
P.O. Box 50451 Eugene. OR 97404
Phone; (541) 689-9197
Fax: (541) 461-5443
+
1600 VALLEY RIVER DR.
SUITE 270
EUGENE, OR 97401
PHONE 541.342.6511
FAX 541.485.1483
Iinn@awjarchitects,com
N 5210.02, E 5692.01~, 2
EX ~
(1) 8" 900 BEND
(1) FIRE HYDRANT
ASSEMBL Y
EX 8uF 5.8 LF
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SCALE 1"= 301
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CONST 8"F 38.6 LF
SHEET NOTES:.
1. SEE SHEET C1.0FOR CIVIL GENERAL NOTES AND LEGEND.
2. CONTROL POINTS: REFER TO SHEET C1.0 GENERAL NOTES 1 AND 2
FOR BASIS OF ELEVATION AND BEARING.
3. REFER TO ELECTRICAL PLANS FOR SITE ELECTRICAL CONDUIT
LOCATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR AND
NOTIFY ENGINEER OF ANY CONFLICTS A MIN OF 1 WEEK PRIOR TO
BEGINNING CONSTRUCTION.
4. CONSTRUCT CONCRETE THRUST BLOCKS ON WATER AND FIRE LINES
PER DETAIL 4/C1.1.,
Revisions:
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<,1 ~F / 2,600 SF
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>CONSTRUCTION NOTES:
1. DISCONNECT EX 1 O"F AND REMOVE EX PIPE, AS REQUIRED, TO
INSTALL NEW TEE AND GATE VALVES. REROUTE EX 8uF TO THE EAST AS
SHOWN. CONNECT NEW TO EX PIPE WITH MANUFACTURED FITTINGS.
ABANDON EX PIPE TO THE EAST PER SHEET C1.0 GENERAL NOTES.
ASSURE ABANDONED PIPE ENDS ARE SEALED WATER TIGHT.
2. REMOVE EX 900 BEND AND CONNECT TO NEW 8uF TO EX PIPE AT THIS
LOCATION. CONNECT NEW TO EX PIPE WITH MANUFACTURED FITTINGS.
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ASSURE ABANDONED PIPE ENDS ARE SEALED WATER TIGHT.
4. POTHOLE TO VERIFY LOCATIONS AND ELEVATIONS OF EX SO AT PIPE
CROSSING PRIOR TO INSTALLING 8uF TO ASSURE 8"F IS INSTALLED AT A
DEPTH TO AVOID CONFLICT WITH EX SO PIPES.
4nS~
EXISTING FIRE HYDRANTS TO REMAIN IN SERVICE THROUGHOUT
CONSTRUCTION, REFER TO SHEET ,C1.0 GENERAL NOTE 39.
COORDINATE WITH CITY FIRE DEPARTMENT FOR MAXIMUM TIME
HYDRANTS MAY BE "OUT OF SERVICE" WHEN CONNECTING TO
RELOCATED PIPE.
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EXISTING SITE UTILITY SYSTEMS SHOWN ARE
BASED ON PHASE 1 CONSTRUCTION DOCUMENTS
AND DESIGN. NO REDLINE DRAWINGS WERE
SUPPLIED BY CONTRACTOR, SO EXISTING SITE
UTILTIES AS SHOWN MAY NOT REFLECT
AS-CONSTRUCTED CONDITION. CONTRACTOR TO
VERIFY EXISTING SITE CONDITIONS
PHASE 1 BLDG
6,750 SF (EX)
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WATER SYSTEM DESIGN TABLE
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DOMESTIC SYSTEM:
1. STATIC/RESIDUAL PRESSURE AND FLOW: 77/66 PSI @2,500 GPM
FLOW AT 20 PSI: 6,250 GPM
FIRE HYDRANT: 52ND I G STREET INTERSECTION
TEST DATE: 12/20/06
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FIRE HYDRANT FLOW RESULTS WERE PROVIDED BY SUB AND BASED ON SYSTEM
MODELING,
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48 ST
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2. AVERAGE MAXIMUM DAILY WATER DEMAND: 15 GPM.. (DOES NOT INCLUDE IRRIGATION
DEMAND) DEMAND ESTIMATE IS BASED ON DOMESTIC WATER SERVICE TO OFFICE/LIVING
QUARTERS ONLY.
+
Date: 1..14-2008
File: 0b0-AlA5E2
Drawn: SDJ6JR
Job: 0001
3. IRRIGATION TO BE ZONED FOR A MAXIMUM DEMAND OF 15 GPM.
4.IRRIGA TION ASSUMED TO OPERATE DURING NON-PEAK DOMESTIC USE.
FIRE:
5. LARGEST BUILDING AREA:
""
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EXISTING PUBLIC FIRE HYDRANT )
- - - \- =- - --@.6.55
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PHASE 1: 12,975 SQUARE FEET
PHASE 2: 19,910 SQUARE FEET
BUILDING CONSTRUCTION TYPE: V-B
BUILDINGS WILL NOT BE SPRINKLERED.
_ _ _ 24"WW
------
+
6. MINIMUM REQUIRED FIRE FLOW AND NUMBER OF HYDRANTS:
I Sheet Tltle:
SITE UTILITY PLAN
67
PHASE 1: 2,750 GPM, 3 HYDRANTS'"
(400' AVERAGE SPACING BETWEEN HYDRANTS, 225' MAX DISTANCE TO A POINT ON THE
EXTERIOR OF THE BUILDING, AS MEASURED ON AN APPROVED ROUTE).
JUN 1 6 2010
PHASE 2: 3,750 GPM, 4 HYDRANTS'"
(350' AVERAGE SPACING BETWEEN HYDRANTS, 210' MAX DISTANCE TO A POINT ON THE
EXTERIOR OF THE BUILDING, AS MEASURED ON AN APPROVED ROUTE).
* PER TABLE A-III-B-!. APPENDIX III-B, UNIFORM FIRE CODE.
Original Submittal_
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PHASE 2 PAVING
PAVEMENT TO BE INSTALLED
IN REMAINING PAVEMENT
AREAS, AS SHOWN.
ober~s
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Civil Engineering Design and Consulting
P.O. Box 50451 Eugene, OR 97404
Phone: (541) 689.9197
Fax: (541) 461-5443
PHASE 2 BLDG "Hit
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WHERE NEW ASPHALT ABUTS EX,
SAWCUT EX ASPHALT EDGE PER DETAIL
7/C1.1 TO FORM A CLEAN EVEN ASPHALT
EDGE PRIOR TO PLACING NEW
PAVEMENT.
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: EXISTING PAVEM1"NT NEW PAVEmENT I I I
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PHASE 1 FENCE LINE ~
s---- PHASE: PAVEMENT REFER TO ARCHITECTURAL
BUILDING "F" .:::----- EDGE 1 FROM PLANS FOR DEMOLITION
FUTURE BLDG
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220 LF -<::::[
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____________________~~~~DEMOLlTIO~" ~
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SITE DIMENSIONS/LA yaUT
REFER TO ARCHITECTURAL PLANS FOR SITE
LAYOUT DIMENSIONS. I
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SHEET NOTES:
1. SEE SHEET ~1.0 FOR CIVIL GENERAL NOTES AND LEGEND.
2. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB
TYPE. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES
REQUIRED FOR LAYOUT SHOWN.
3. SAWCUT LINES SHOWN ARE APPROXIMATE. CONTRACTOR TO SAWCUT EX
PAVEMENTS AS REQUIRED FOR NEW CONSTRUCTION. REFER TO DETAIL 7/ C1.1.
4. APPLY TACK COAT TO CONCRETE EDGE PRIOR TO PLACING ASPHALT.
5. ASPHALT EDGES TO BE FLUSH WITH ADJACENT LANDSCAPE AREAS WITHOUT
CURBS, UNLESS NOTED OTHERWISE ON PLANS. CONSTRUCT FLUSH ASPHALT
EDGES PER DETAIL 6/C1.1.
6. IT IS NOT ANTICIPATED IRRIGATION SLEEVES/CONDUIT WILL BE REQUIRED
UNDER NEW PAVEMENT AREAS. COORDINATE WITH LANDSCAPE CONTRACTOR
TO CONFIRM PRIOR TO INSTALLING PAVEMENT.
PHASE 2 BLDG ItJ"
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>- CONSTRUCTION NOTES:,
1. CONSTRUCT FULL DEPTH CURB PER DETAIL 8/P1.t
2. CONSTRUCT VALLEY GUTTER PER DETAIL 5I.C1.1.
3. TAPER ENDS OF 6" RAISED CURB AT 450 ANGLE.
4. REMOVE EX TEMPORARY PAVEMENT AREA, AS REQUIRED, UNDER BUILDING
FOOTPRINT TO CONSTRUCT NEW BLDG CONCRETE SLAB. SAWCUT PER DETAIL
7/C1.1. APPL YTACK COAT TO EDGE OF NEW CONCRETE AND EX AC. INSTALL AC
PATCH BETWEEN EX AC AND NEW CONCRETE.
5. REMOVE AND REPLACE EX ASPHALT EAST OF SAWCUT LINE. REGRADE AREA
PER SHEET C3.0, GRADING PLAN.
6. REMOVE EX ASPHALT, AS REQUIRED, TO CONSTRUCT NEW BLDG CONCRETE
SLAB AND FOOTINGS. AS A MIN, SAWCUT EX ASPHALT EDGE PER DETAIL 7/ C1.1
TO FORM A CLEAN, EVEN EDGE PRIOR TO PLACING NEW ASPHALT PATCH. APPLY
TACK COAT TO EDGE OF NEW CONCRETE AND EX AC. INSTALL AC PATCH
BETWEEN EX AC AND NEW CONCRETE.
PHASE 2 BLDG "KII
PAVING LEGEND
~
HEAVY ASPHALT PAVEMENT SECTION
1 1/2" - ~"DENSE AC PAVEMENT OVER
2" - %" DENSE AC PAVEMENT OVER
10" .. 3/4"-0 MIN CRUSHED ROCK BASE OVER
SUBGRADE GEOTEXTILE FABRIC OVER
PROOF-ROLLED SUBGRADE
/
BEGINNING OR END OF CONCRETE EDGE OR LENGTH
-----;
EXISTING PAVING SHOWN IS BASED ON PHASE 1
CONSTRUCTION DOCUMENTS AND DESIGN. NO
REDLINE DRAWINGS WERE SUPPLIED BY
CONTRACTOR, SO EXISTING PAVEMENT SHOWN
MAY NOT REFLECT AS-CONSTRUCTED CONDITION.
CONTRACTOR TO VERIFY EXISTING SITE
CONDITIONS.
'-
(-
II
JUN 16 20tO
A : :0 .- · : 1
W:ST &JO~:S
ARCHITECTS
PlANNERS AlA PC
t
1600 VALLEY RIVER DR.
SUITE 270
EUGENE, OR 97401
PHONE 541.342.6511
FAX 541.485.1483
Iinn@awjarchitects.com
Revisions:
+
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Date: 1..14..2008
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