HomeMy WebLinkAboutApplication APPLICANT 11/15/2006
OWNER
VERN BENSON
940 HWY 99 NORTH
EUGENE. OR 97402
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ACCESS /UTILI TY EASEMENT &
FIRE APPARATUS TURNAROUND
DOVE EST A TES TENT A TIVE SUBDIVISION
TAX MAP 17-03-33-11, TAX LOT 101
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
NOVEMBER, 2005
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1) NO EXISTING EASEMENTS ON PROPERTY. ALL EASEMENTS SHOWN ARE PROPOSED.
2) ZONING AND METRO PLAN DESIGNATION: LDR FOR PROPERTIES EAST
OF ANDERSON LANE. MDR FOR PROPERTIES WEST OF ANDERSON LANE.
3) SITE IS NOT WITHIN THE FLOODWA Y.
4) SOLAR ACCESS STANDARDS 35.010(3)(d)1. ADJUSTMENT TO THE DESIGN STANDARD
DUE TO DENSITY. IF THE DESIGN STANDARD IN SECTION 35.010(3) IS APPLIED.
THE RESULTING DENSITY WOULD BE LESS THAN THAT ALLOWED BY THIS CODE.
5) BENCHMARK USED: BRASS CAP NW COR. 1ST CUL-DE-SAC S. OF KELUOGG ON
ANDERSON LANE. EL= 432.37.
6) NO PROPOSED CUT IFILL SLOPES.
7) NO PROPOSED STREET LIGHTS.
1/112006
Date Rece\ved:..- ,
Planner: Al
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EXISTING
WASTEWATER MH RIM=433.53
FL IN N 427.18
FL IN W 427.18
FL OUT S 427.08
CITY LIMITS
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PROFESSIONAL
LAND SURVEYOR
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OREGON
JULY 21, 1992
DAVID J. COLLIER
2552
RENEWAL 12-31-07
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CENTENNIAL BLVD.
CITY LIMITS
SITE
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VICINITY MAP
NOT TO SCALE
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30
30
= 30'
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60
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SCALE 1"
EXISTING POWER POLE
EXISTING EDGE OF PAVEMENT
EXISTING LUMINARE
EXISTING FENCE
EXISTING CURB INLET
STORM WATER SHEET FLOW DIRECTION
EXISTING 3 PORT FIRE HYDRANT
EXISTING WATER VALVE
Pacific Surveying, Inc.
6~
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II, .
75506 Blue Mountain School Rd
Cottage Grove, Oregon 97424
Tel. (541)767-0790
Fax (541)767-3087
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OWNER
VERN BENSON
940 HWY 99 NORTH
EUGENE. OR 97402
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STORM MH RIM=433.61
FL IN S 429.06
FL OUT W 429.01
DOVE EST A TES TENT A TIVE SUBDIVISION
TAX MAP 17"03-33-11, TAX lOT 101
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
NOVEMBER, 2005
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1) NO EXISTING EASEMENTS ON PROPERTY. ALL EASEMENTS SHOWN ARE PROPOSED.
2) ZONING AND METRO PLAN DESIGNA llON: LOR FOR PROPERTIES EAST
OF ANDERSON LANE, MDR FOR PROPERTIES WEST OF ANDERSON LANE.
3) SITE IS NOT WITHIN THE FLOODWA Y.
4) SOLAR ACCESS STANDARDS 35.010(3)(d)1. ADJUSTMENT TO THE DESIGN STANDARD
DUE TO DENSITY. IF THE DESIGN STANDARD IN SECT:ON 35.01 oC 3) IS APPLIED,
THE RESULTING DENSITY WOULD BE LESS THAN THAT ALLOWED BY THIS CODE.
5) BENCHMARK USED: BRASS CAP NW COR. 1ST CUL-DE-SAC S. OF KELLOGG ON
ANDERSON LANE. EL= 432.37.
6) NO PROPOSED CUT IFILL SLOPES.
7) NO PROPOSED STREET LIGHTS.
@
T.L. 6600
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EXISTING
WASTEWA TER MH RIM=433.53
FL IN N 427.18
FL IN W 427.18
FL OUT S 427.08
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Date Received: / 2-1s- fJoot
Planner: Al I I
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LAND SURVEYOR
CENTENNIAL BLVD.
CITY LIMITS
SITE
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OREGON
JULY 21, 1992
DAVID J. COLLIER
2552
RENEWAL 12-31-07
I(€,L.L.
OGG
. IYO-4D
VICINITY MAP
NOT TO SCALE
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fq"#
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30
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= 30'
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60
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SCALE 1"
LEGEND
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'In'" ~----------v
EXISTING POWER POLE
EXISllNG EDGE OF PAVEMENT
EXISTING LUMINARE
EXISTING FENCE
EXISTING CURB INLET
STORM WATER SHEET FLOW OIRECTION
EXISllNG 3 PORT FIRE HYDRANT
EXISTING WATER VALVE
Pacific Surveying, Inc.
6~
.DJm~~
75506 Blue Mountain School Rd
Cottage Grove, Oregon 97424
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Tel. (541)767-0790
Fax (541)767-3087
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OWNER
VERN BENSON
940 HWY 99 NORTH
EUGENE, OR 97402
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FL IN S 429.06
FL OUT W 429.01
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DOVE ESTATES TENTATIVE SUBDIVISION
TAX MAP 17-03-33-11, TAX LOT 101
CITY OF SPRINGFIELD, LANE COUNTY, OREGON\
NOVEMBER, 2005
CENTENNIAL BLVD
R/W=80'
:::'r.!i-=-
-~f-
!
\.
16" MAPLE "". /
"" / 3 MAPLES
<Sl 4 MAPLES"'''''.I/ I <Sl 10"-16"
10"-14" PUMP
HOUSE
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\ 71.5'
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30" OAK
24" OAK
~30" OAK
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GARAGE
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vI 60.0'
NI
330.0'
T.L. 100 NOTES
(1)
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CITY LIMITS
ACCESS/UTILITY EASEMENT &
FIRE APP ARA TUS TURNAROUND
16" OAK
@
~48" SPRUCE
~ 18" CEDAR
(J)
T.L. 6100
12" MAPLE
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1
1) NO EXISTING EASEMENTS ON PROPERTY. ALL EASEMENTS SHOWN ARE PROPOSED.
2) ZONING AND METRO PLAN DESIGNATION: LOR FOR PROPERTIES EAST
OF ANDERSON LANE, MDR FOR PROPERTIES WEST OF ANDERSON LANE.
3) SITE IS NOT WITHIN THE FLOODWA Y.
4) SOLAR ACCESS STANDARDS 35.010(3)(d)1. ADJUSTMENT TO THE DESIGN. STANDARD
DUE TO DENSITY. IF THE DESIGN STANDARD IN SECTION 35.01 OC 3) IS APPLIED,
THE RESULTING DENSITY WOULD BE LESS n~AN THAT ALLOWED BY THIS' CODE.
5) BENCHMARK USED: BRASS CAP NW COR. 1ST CUL-DE-SAC S. OF KELLOGG ON
ANDERSON LANE, EL= 432.37.
6) NO PROPOSED CUT/FILL SLOPES.
7) NO PROPOSED STREET LIGHTS.
EXISTING
WASTEWA TER MH RIM=433.53
FL IN N 427.18
FL IN W 427.18
FL OUT S 427.08
@
T.L. 6600
Date -Received:
Planner: Al ~~6
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CENTENNIAL BLVD.
CITY LIMITS
SITE
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PROFESSIONAL
LAND SURVEYOR
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OREGON
JULY 21, 1992
DAVID J. COLLIER
2552
RENEWAL 12-31-07
,'- bD le ~i
VICINITY MAP
NOT TO SCALE
'>>
~ ')
J;,~
,;'/SJ;)
I
30
30
= 30'
I
60
o
SCALE 1"
LEGEND
@
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;~~
"un"
EXISTING POWER POLE
EXISTING EDGE OF PAVEMENT
EXISTING LUMINARE
EXISTING FENCE
EXISTING CURB INLET
STORM WATER SHEET FLOW OIRECTION
EXISTING 3 PORT FIRE HYDRANT
EXISTING WATER VALVE
Pacific Surveying, Inc.
6~
.DJTh~~
75506 Blue Mountain School Rd
Cottage Grove, Oregon 97424
Tel. (541)767-0790
Fax (541)767-3087
'''';;~
GENERAL CONSTRUCTION NOTES
A. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF
SPRINGFIELD DEPARTMENT OF PUBLIC WORKS" STANDARD CONSTRUCTION SPECIFICATIONS, 1994 If AS AMENDED IN 1998 (OR
CURRENT ADDITION), IN ADDITION TO TH~SE PLANS.
B. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.
THOSE RULES ARE SEt FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF
THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE
OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.
C. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILlTIES.AT LEAST 48 HOURS
PRIOR TO EXCAVATING OR lIPOTHOLlNG". THE "ONE-CALL" NUMBER (800) 332-2344.
D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TIMING OF INSTALLATION OF
THEIR FACILITIES.
E. SPRINGFIELD CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE AT&T
CABLE INSTALLATION.
F. 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 HIGHWAYS (MUTCD), CURRENT EDITION, AS SUPPLEMENTED AND
AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY
DIVISION HANDBOOK, II SIGNING AND FLAGGING STANDARDS FOR SHORT.. TERM WORK ZONES II, CURRENT EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. THE
CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AT THE PRE-CONSTRUCTION CONFERENCE FOR CITY REVIEW AND
APPROVAL.
G. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MANHOLES,
ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT ( Section 11-
DRAFTING STANDARDS 9 - 4 EDSP 2002 ) PRIOR TO HOOKING UP TO THEM. CONTACT MIKE RISLEY (726-3615) OR DENNY WRIGHT
(736-1010) NO LESS THAN 48 HOURS PRIOR TO DESIRED INSI1ECTION TIME.
H. BEFORE BACK-FILLING THE END OF A MAINLINE PIPE NOT ENDING AT A MANHOLE OR A CLEAN OUT, THE CONTRACTOR
SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE ,STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING
ENGINEER TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PIPE.
I. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPO~E THE END OF THE EXISTING PIPE AND ALLOW
THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND 'POSITIVE FLOW BEFORE LAYING ANY NEW PIPE
ON THAT SYSTEM.
J. THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WITH THE MINIMUM COVER AS SHOWN ON THE PLANS.
K. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPEpT THE SEWER AFTER ALL BACKFILL AND BEFORE THE FINAL LIFT
OF ASPHALT PAVING. THE CONTRACTOR SHALL SUPPLY THE CITY WITH A WRITTEN T.V. REPORT AND VIDEO TAPE FOR CITY
APPROVAL AT LEAST 2 WORKING DAYS BEFORE THE PRE-PAVING MEETING.
L, CONTRACTOR TO SCHEDULE A PRE-PAVING CONFERENCE 24 HOURS PRIOR TO PAVING. CONTACT DENNY WRIGHT(736-1010).
M. ALL JOINTS BETWEEN EXISTING and NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED
TO PREVENT PICK UP.
N. COMPACTION REQUIREMENTS:
LAYER RATE
SUBGRADE 95 %
CRUSHED ROCK 95 0/0
ASPHALT (LOCAL) 90 %
ASPHALT (COLLECTOR/ARTERIAL) 92 %
TEST
T99
T180
RICE
RICE
O. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI):
CONCRETE USE FIELD LABORATORY
SIDEWALK/ADA RAMPS 3000 3450
CURBS/GUTTERS 3500 4025
DRIVEWAYS 3500 4025
PAVEMENT 4000 4600
P. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION OF
DESJGN CRITERIA FOR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEW~LKS, UPGRADING
EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUILDING WARNING FOR OBJECTS IN
SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES.
Q. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS
.jANE.QOUNTY, OREGON DEPARTMENT OF TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF
ENGINEERS, 'OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY.
R. ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS
OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD
BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLlCABLt; PERMITS FROM OTHER CITY
DEPARTMENTS PRIOR TO DOING PRIVATE WORK.
S. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND
DRAINAGE ALTERATION PERMIT (LDAP).
T. STREET TREES SHALL BE SELECTED FROM THE APPROVED LIST OF STREET TREES IN THE SPRINGFIELD DEVELOPMENT
CODE. ONLY STREET TREES WITH A MINIMUM TRUNK CALIPER OF 2 INCHES MEASURED 6 INCHES ABOVE THE ROOT STEM
SHALL BE SELECTED FOR PLANTING.
U. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS and
CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRIOR TO THE PRE
CONSTRUCTION CONFERENCE.
V. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR
THE SUCCESSFUL COMPLETION OF THE PROJECT.
W. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRIOR TO
IMPLEMENTATION.
X. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO THE CITY
FOR APPROVAL PRIOR TO BEGINNING WORK.
Y. CONTRACTOR SHALL BE AWARE THAT IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIORTO OCTOBER 15TH, THAT
WET WEATHER PROVISIONS INCLUDING ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL BE USED. REFER
TO STANDARD SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED HEREIN FOR DETAILS.
"y
WEBER ELLIOTT ENGINEERS, P .e.
Civil
Engineering · Municipal Engineering' Land
P.o. Box 10145
Eugene, OR 97440
Phone: 541 -461 -9779
DATE
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SHEET INDEX
SH EET 1
SHEET 2
SHEET 3
SHEET 4
COVER SHEET
DOVE ESTATES EXISTING CONDITIONS
PAVING AND UTILITIES
ENGINEERING DETAILS
SITE
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BENSON DEVELOPMENT CO LLC ADDRESS: 940 HWY 99N EUGENE OR
97402 \
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NOTES: ~~~~ ~
1. EXISTING HOUSE TO B~\~ED TO NEW LOT. ALL OTHER EXISTING
STRUCTURES WILL BE REMOVED. NO NEW BUILDINGS ARE PROPOSED AT
THIS TIME.
2. SOIL TYPE: 76-MALABON-URBAN LAND COMPLEX. WATER TABLE 6 FEET
OR MORE DEEP. PER SOIL SURVEY OF LANE COUNTY AREAl OREGON.
A TTENTION: Oregon low requires you to follow rules
adopted by the Oregon Utility Notification Center.
Those rules ore set forth in OAR 952-001-0010
through OAR 952-001-0090. You may obtain copies
of the rules by colling the center.
(Note: the telephone number for the Oregon UUlity
Notification Center is (503)232-1987.
SPRINGFIELD VICINITY MAP
NOT TO SCALE
3. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, MAP PANEL
#41039C1141F, THE SITE IS IN ZONE X AND IS OUTSIDE THE SOD YEAR
fLOOD PLAIN.
! ! CAll BEFORE YOU DIGl!
I 1-800-322-2344 I
TWO WORK DA YS
IN ADVANCE OF EXCAVATION
4. DRINKING WATER PROTECTION OVERLAY DISTRICTS:
SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF INFLUENCE FOR ANY
WELLHEADS. THERE ARE NO RESTRICTIONS FOR DEVELOPMENT.
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SCALE 1" = 30'
:
60
LOT DRAINAGE:
ALL LOTS DRAIN TO PRIVATE DRY WELLS INSTALLED ON EACH LOT. .
r -
NEW PAVEMENT DRAINS TO NEW CATCHBASINS IN ANDERSON LANE.
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inches/hr. available water capacity: 0.18 - 0.20
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WATER TABLE IS SIX FEET OR MORE DEEP.
(SOIL SURVEY OF LANE COUNTY AREA, OREGON)
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DATE
DESIGNED BY
DRAWN BY
REVISION
JULY 2006
GARY REED
GARY REED
CHECKED BY DOUG WEBER
WEBER ELLIOTT PROJECT NO. 05-40
CITY PROJECT NO. SPRINGFIELD
APPROVED FOR CONSTRUCTION STAMP
DOVE ESTATES
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Eugene,. OR 97440
Phone: 541 -461 -9779
CURB INLET EL=434.62
FL OUT W'L Y EL=430.67
FL IN E EL=430.22
FL IN S EL=430.67
SUMP EL=424.42
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;:; FL OUT N EL=430.77
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SUMP EL=429.02
CENTENNIAL BLVD
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434
1) ~TING EASEMENTS ON PROPERTY. ALL EASEMENTS SHOWN ARE PROPOSED.
2) ZONING AND METRO PLAN DESIGNATION: LOR FOR PROPERTIES EAST
OF ANDERSON LANE. MDR fOR PROPERTIES WEST OF ANDERSON LANE.
3) SITE IS NOT WI THIN THE FLOODWA Y.
4) SOLAR. ACCESS STANDARDS 35.010(3)(d)1, ADJUSTMENT TO THE DESIGN STANDARD
DUE TO DENSITY, IF THE DESIGN STANDARD IN SECTION 35.010(3) IS APPLIED.
THE RESULTING DENSITY WdULD BE LESS THAN THAT ALLOWED BY THIS CODE.
5) BENCHMARK USED: BRASS CAP NW COR. 1ST CUL-DE-SAC S, OF KELLOGG ON
ANDERSON lANE, EL= 432.37.
6) NO PROPOSED CUT IFILL SLOPES.
7) NO PROPOSED STREET lIGH1S.
STORM MH RIM=433.61
FL IN S 429.06 @
FL OUT W 429.01
WASTEWA TER MH RIM= 433. 53
@ FL IN N 427.18
FL IN W 427. 18
FL OUT S 427.08
DATE
REVISION
DATE JULY 2006
DESIGNED BY GARY REED
DRAWN BY GARY REED
CHECKED BY DOUG WEBER
WEBER ELLIOTT PROJECT NO. 05-40
BY CITY PROJECT NO. SPRINGFIELD
DOVE ESTATES TENTATIVE SUBDIVISION EXISTING CONDITIONS
TAX MAP 17-03-33-11, TAX LOT 101
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
NOVEMBER, 2005
CENTENNIAL BLVD.
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VERN BENSON
940 HWY 99 NORTH
EUGENE, OR 97402
SITE
CURB INLET EL=434,62
FL OUT W'L Y EL=430.10
FL IN E EL=430.10
FL IN S EL=430.10
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EXISTING POWER POLE
EXISTING EDGE OF PAVEMENT
EXISTING LUM1NARE
x
EXISTING FENCE
o EXISTING CURB INLET
I STORM WATER SHEET FLOW DIRECTIO
~ EXISTING 3 PORT FIRE HYDRANT
9 EXISTING WATER VALVE
Pacific Surveying, Inc.
6L~
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 21. \992
DA VID J. COLLIER
2552
RENEWAL 12-31-07
75506 Blue Mountain School Rd Tel. (541)767"0790
Cottage Grove, Oregon 97424 Fax (541)767.3087
DOVE ESTATES
EXISTING CONDITIONS
Date Received:
Planner: Al
(J /1 .r )200 I>
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SHEET
NUMBER
2
OF
WEBER ELLIOTT ENGINEERS, P .C.
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APPROVED FOR CONSTRUCTION STAMP
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SOIL TYPE: 76 MALABON URBAN LAND COMPLEX: depth air - 12n permeability: 0.6 - 2.0 inches/hr. available water capacity: 0.18 .. 0.20 inches/inch
depth 12" - 421r permeability: 0.2 .. 0.6 inches/hr. available water capacity: 0.18 - 0.20 inches/inch
depth 42" .. 60u permeability: 0.6 .. 2.0 inches/hr. available water capacity: 0.18 - 0.20 inches/inch
WATER TABLE IS SIX FEET OR MORE DEEP.
(SOIL SURVEY OF LANE COUNTY AREA, OREGON)
ALL ROOF DRAINS TO DRAIN TO PRIVATE DRY WELLS INSTALLED ON EACH
LOT.
DRINKING WATER PROTECTION OVERLAY DISTRICTS:
SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF'INFLUENCE FOR ANY WELLHEADS. THERE ARE
NO RESTRICTIONS FOR DEVELOPMENT.
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, MAP PANEL #41039C1141F, THE SITE
IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOOD PLAIN.
I EXISTING CURB INLET 434.97
.... FL ou tN 430.77
N: SUMP 429.02
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EXISTING CURB INLET 434.62
FL out W 430,67
FL in E 430.22
FL in S 430.67
SUMP 424.42
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CALCULATION OF RUNOFF INTO THE 24" RCP COUNTY STORM SEWER 225
FEET SOUTH ON ANDERSON LANE:
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FIVE YEAR STORM EVENT
RUNOFF COEFFICIENT(C) FOR PAVEMENT=0.90
INTENSITY (I) AT 10 MIN IS 2.0 IN/HR
ADDITIONAL PA VEMENT PROPOSED = 13,563 SQ FT OR .31 ACRES
Q=CIA = 0.90 X 2.0 X .31 = .558 cfs
TOTAL FLOW FROM NEW DEVELOPMENT = .558 cfs
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CONSTRUCT 66' OF 12uRCP
STORM DRAIN 00.5%
CONNECT TO EXIS
WA TER LINE
CONSTRUCT SAN MH
FL out S 427.2 FL in E
427.2
CONSTRUCT 30' OF 12"RCP
STORM DRAIN 00.5%
CONSTRUCT STORM MH
FL out S 430.5 FL in E
430.5
CONSTRUCT STORM CATCH BASIN
FL in N 430.68 FL out W 430.68
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SERVICE DETAIL
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FL in W 427.18
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PROPOSED NEW INLET
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"
WEBER ELLlOTIT" ENGINEERS, P .C.
,,-=' Civil
DATE JULY 2006
DESIGNED BY GARY REED
DRAWN BY GARY REED
CHECKED BY DOUG WEBER
WEBER ELLIOTT PROJECT NO. 05-40
BY CITY PROJECT NO. SPRINGFIELD
DOVE ESTATES
Engineering · Municipal Engineering. land
P.O. Box 10145
Eugene, OR 97440
Phone: 541 -461 -9779
PAVING, SANITARY SEWER, and STORM SEWER
STREET from STA 1+00 to STA 4+00
OF
v ..
E2
Q Q
c'"O
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...:::::: 0
G:([
4
REVISION
DATE
APPROVED FOR CONSTRUCTION STAMP
. . I'Jlr/~ 6
Dat~ Received:. 0
Planner: Al
CLEANOUT COVERS: CLEANOUT LIDS TO READ uSEWER" OR "STORM" AS APPLICABLE.
1. NON-TRAFFIC AREAS: i
4" CO. DFW PLASTICS MODEL 0-109 OR EQUAL (6-1/2 MIN. CLEAR OPENING).
6" CO. DFW PLASTICS MODEL 0-1100 OR EQUAL (10' MIN. CLEAR OPENING).
2, TRAFFIC AREAS. INCLUDING DRIVEWAYS:
8u X 4u CAST IRON FRAME & COVER, OLYMPIC M1007 OR EQUAL.
6"
1"
TRAP NOTES:
1. PRIVATE SILT/DEBRIS TRAP W/
MINIMUM 18" SUMP.
2. MINIMUM 12" 0 PIPE OR
PREFAB BOX WITH GRATE OR LID.
3. CLEAN TRAP ANNUALLY AT
ONSET OF THE WET SEASON..
W}EP HOLE FOR
3 01 A.. WEEP PIPE
1"
. liS :.
:& . .:
"
~
1 CURBS: 3500# FlELD STRENGTH
6.3 SACK MIX
, '::" " ~~ X\~~"~: :'<':: ~:"
.4' .... . .. . :. "
....,,, - 4 . ..
FROM ROOf'. DRIVEW A Y
AND FOOTING DRAINS
CLEANOUT BOX & COVER. e P U E
SEE ABOVE \ . 6" TYP~ ..8' TYPICA~ · ·
I,
.1
2f'
J VENT HOLE
COVE
CONCRETE STRENGTH
F'IELO STRENGTH LAB STRENGTH
3500 PSI 4025 PSI
3000 PSI 3450 PSI
SECTION
STANDARD CONCRETE
CURB AND GUTTER
SEE STD. OWG.
NO. 3-8
3/1,"
CONTRACTION JOINT
(SCORE JOINT)
PROTECT LAWNS & GARDENS
A T ALL TIMES.
PLACE EXCAVATED MATERIALS
ON PLYWOOD
--.........
L
ADAPTOR
(SOCKET x THREAD)
/~
Do
TO OVERflOW
CONTRACTION JOINT
o THREADED PLud
WITH SQUARE NUT
o
(I01EI
ALL CURB RETURNS MUST
INCLUDE WHEELCHAIR RAMP(S).
SEE STANDARD DRAWING
NO. 3-10
CONCRETE SURfACE SHALL HAVE A
HEAVY BROOM fiNISH
/J 0
o
22 1/2' BEND--.;.,
o 0
o
4)
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PLAIN END PIPE'~ 0
8" MIN. LENGTH 0 ~
o
o
o
o
22 1/2- STREET BEND 0
4" OR 6" SERVICE ~
o
PIPE 3034 P.V.C., 0
S.D.R. 35 00 0
o
o
o
EXPANSION JOINTS SHALL
BE PLACED EVERY 30 FEET
IN NON-EXTRUOED CONCRETE
CURB AND GUTTER
TEST WELL
PERF. PIPE
PVC PIPE
~
10' MIN. TO PROPERTY LINE I
P-
OPEN GRAD
STONE FILL
1" - 3" DIA,
STONE
STANDARD SERVICE
~ATERAL CLEANOUT
I (~)
A = AREA OF DRYWELL (SQ. FT.)
f = INFILTRATION RATE (IN./HR.)
Ts = MAXIMUM ALLOWABLE STORAGE TIME OF WELL
(HRS)
Vr = VOID RATIO WELL MEDIUM [0.3 MAX.]
Ac = AREA OF RUNOFF TO DRYWELL (SQ. FT.)
Qc = RUNOFF AMOUNT PER DAY (INCHES) [0.25
MINIMUM]
Dw = DEPTH OF WELL (FT.) [3' MINIMUM]
Do = DEPTH OF SOIL COVERING DRYWELL (FT.)
WINTER HIGH WATER TABLE
WEEP HOLES SHA.lL BE PLACEO AT 75'
ON CENTER UNLESS SPECIFIED
FILTER FABRIC liNER
TOP. SlOES AND BOTTOM
OF DRYWELL
",,,,,, ~ ,~,,,., - ~ ,,~ ~ ~,~ ~"" # I' ".I",,, ~ ", "'~ ~ .I"""" ""
", I~/"~# '.1' ,,", "", I" I~.tl' """, ", 11"'1'~.tI' ,,~,
+~ ~ ~~ ~ ~ ~:~ ~~: ~ ~~~ ~ ~~~ ~ ~~~ ~~~~ :~~~~~~ ::~~~~::~~ ~~ ~,~
. .. .,,.,, ~-':~~:~; ~~"" ,.."#~~~~::;;:~~"" ~
COMPACTED
GRANULAR
MA TERIAL
NOTE #1
Ow + Do MUST NOT EXCEED
DEPTH TO THE WINTER HIGH
WATER TABLE.
NOTE #2
SEE INDIVIDUAL LOT/ROOF DRAIN
DRYWELL SCHEMATIC STANDARD
DRAWING 4-20.
OVER FLOW NOTES:
1. OVER FLOW TO PIPED
SYSTEM, OR WEEP PIPE, OR TO
DISPERSAL TRENCH.
2. DISPERSAL TRENCH SHALL
BE USED ONLY IF NO
CONVEYANCE SYSTEM IS
AVAILABLE.
3. DISPERSAL WATER MAY NOT
EXCEED PRE-DEVELOPED
LIMITS OR ADVERSL Y AFFECT
ADJOINING PROPERTY.
4. DESIGN MUST BE APPROVED.
I
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SEWER
[[=3 !LOW
"FERNCO COUPLING
OR EQU AL
DETAILO
NOT TO SCALE
DRYWELL NOTES:
1.SEE STANDARD DRAWING 4-19 FOR
DRYWELL COMPUTATION DETAIL.
2. MONITOR DRYWELL INSPECTION
TUBE FOR SILT DEPOSITS.
3. FILTER FABRIC TO MEET TYPE 1
GEOTEXTILE STANDARD
SPECIFICATION 308.95.08.
CONSTRUCT t" BATTER
ON CURB fACE WITH FORMS
2
ooOooooooooOO/JOO 0000 oOOoQo
/J 0 0 0 0 <1 0 0 0 0 0 0 0
0<1 (Joo 00 00 (1) 0 oO/J 000 000
~/$- WYE
NOTES: ~#/"
1. CLEANOUT RISER SHALL BE SAME: SIZE
000'>00000000
0(1)0000
00 0" 00000
TO FIND AREA OF DRYWELL:
TO VERIFY DRAW DOWN TIME:
(MUST BE LESS THAN 24 HOURS)
Ac X Qc
12 X 12" = Ts (in hours)
(2L + 2W)Dw f
Ac X Qf.
12 = A (in square feet)
Vr X Ow
TO BE USED UNLESS
OTHERWISE SPECifiED
ON CURB RETURNS
NO REVISION OM:: BY PPR
CITY OF SPRINGFIELD
DEPT. OF PUBL1C WORKS
STANDARD CONCRETE
CURB AND GUTTE~
3-5
NO ReVISION OAT( BY APPR.
NO REVISION
DATt BY APPR.
CITY OF SPRINGFIELD
DEPT. OF. PUBL1C lVORKS
CITY OF SPRINGFIELD
DEPT. OF PUBLIC WORKS
STANDARD
DRAWlNG
STANDARD
DRAWING
STANDARD
DRA WING
INDIVIDUAL LOT /ROOF DRAIN
DRYWELL SCHEMATIC
DRYWELL SIZE COMPUTATION
226 FJFTIl STREET
SPRINGFIELD, OR. 97477
226 FIFTH STREET
SPRINGFIELD. OR. 97477
225 FJF"TH STREET
SPRJNGFJELD. OR. 97477
4-19
4-20
4U MIN. P.C, CONCRETE SIDEWALK
3000# FIELD STRENGTH, 6 SACK MIX
40'
R W 28' ROW
7' ....
EASEMENT q, 7' EASEMENT
r ....
14'
INLAND fOUNDRY CO. INC.
OR EQUAL
RING..........NO. 802
COVER.......NO. 802-2
PAVEMENT
DRIVEWAY AND ALLEY APRONS
- ~~-:...~. -~..-
..- - -. - ---. - .-
- '.. ...
'~~~~'
W1HIllUId RISER v~k~>
UNPAVEO STREE'S - 1.9' ~~ . .":l:~. ~
PAVEl) STREETS - 0.33 '7~ i.~::;:~'
'" -. .;1 ..
DRIVEWAY/ALLEY
ADJUSTMENT
DRIVEWAY OR ALLEY---
ISOLATION JOINTS
2:.1- SI OPI=' RJ:1 A TIVE....
TO SIDEWALK GRAD~2
CONTRACTION JOINT
BROOM PATTERN
MINIMUM 2" OF 3!4U - 0"
COMPACTED CRUSHED ROCK
~U\~R)~~PACTED
C.R. BALLAST TO BE PLACED
b~I~~p~OA&RST LIFT
CONCRETE STRENGTH
FIELD STRENGTH LAB STRENGTH
3500 PSI 4025 PSI
3000 PSI 3450 PSI
1 l/f- 0" CR. ROCK
"..._._".__.-._,.....~--'.-~.A'_._.____ 2 %
I L.~~-::;::::::::::::;;:;.~..=, ' :-' .
AI. r...:......-.---...~.._.~ ogo~o~ooOoOoOoOo :,q..
~- 000000000000000000
)00000000000000000000
CURB & GUTTER ..__~.___._--_...-.-__'_A-' ,., 0 0 0 0 000000
SUBSTANDARD ~ - - -
SOIL SECTION
4" LEVEL 2 HMAC IN TWO LIFTS
On 12" of Crushed Rock
2%
.....-
~
AU. (OIISTRUCTKltI JOINTS
SHALL BE llORTAREO
CURBSIDE SIDEWALK
6U STO
CURB &
GU TTER
(WITH GAPS)
~\..}\\~ ~ ~\J\'\'i.\\ \ \
\:'0\~.:"'6 \:,\y\ '- ~ ~~ "\ \-\ '2.'6' ~ ~
CljRBSIDE - SIDEWALK APRON FOR 5' WALKS
CITY OF SPRINGFIELD STO DWG 3-21
o NOT TO SCALE
4: 1 (TYPICAL)
TYPICAL CROSS, SECTION OF SIDEWALK
VAAl L[
TYPICAL PA V!NG SECTtON
DOVE ESTATES
NOT TO SCALE
D E TN~ !o~dALE 0
NOTES:
DETAIL
NOTE:
CROWN OF DRIVEWAY TO MATCH EXISTING GRADE OF ANDERSON LANE
1) MINIMUM DRIVEWAY CURB CUT WIDTH IS 12 FEET. MAXIMUM WIDTH IS 24 FEET
RESIDENTIAL AREAS. 35 FEET COMMERCIAL AREAS.
2) ALL CONCRETE SHALL BE 6" INCH MINIMUM THICKNESS OF SIX SACK MIX 3,000 psi.
FIELD STRENGTH WITH 2" min. COMPACTED 3/4"-0 CRUSHED ROCK UNDER ALL CONCRETE.
3) ADD CONSTRUCTION JOINT IN CENTER OF APRON AND CURB & GUTTER WHEN APRON WIDTH
EXCEEDS 20 FT.
4)ALL SLOPES ARE RELATIVE TO HORIZONTAL.
5) IF THE APRON WILL ALSO SERVE AS A SIDEWALK ACCESS RAMP IN PLACE OF A STANDARD
RAMP. THE APRON SLOPE FROM THE GUTTER TO THE SIDEWALK SHALL BE 12:1 OR LESS
AND NO UP.
...
NOTE:
AU. PIPE CONNECTIONS
TQ I.IAHliOlES SHALl.
BE WNClU:TE
SUBSTANDARD ("WET WEATHER") SOILS SECTION.
MUST BE USED OCTOBER 15 - MAY 1.
IF SOILS TESTING SHOWS THAT THIS SOIL TYPE WILL NOT ACHIEVE
95% OF PROCTOR, OVER EXCA V ATE 8", LAY GEO- TEXTILE F ABRle,
AND PLACE 8" OF CRUSHED ROCK OR BAR-RUN.
o
DET AI L
CITY OF SPRINGFIELD
DEPT. OF PUBLIC WORKS
81ANDARD
VRAwm<;
STANDARD MANHOLE
225 ,mH 8111Q;f
SPRlHGnEW. OR. 97477
4-1
WEBER ELLIOTT ENGINEERS, P.C.
DATE MAY 2006
DESIGNED BY GARY REED
DRAWN BY GARY REED
CHECKED BY DOUG WEBER
WEBER ELLIOTT PROJECT NO. 05-40
. BY CITY PROJECT NO. SPRINGFIELD
APPROVED FOR CONSTRUCTION STAMP
4
"='
REVISION
DOVE ESTATES
SHEET
NUMBER
4
OF
Civil
Engineering · Municipal Engineering - Land
P.o. Box 10145
Eugene, OR 97440
Phone: 541 -461 -9779
ENGINEERING DET AIL<:DatetReceived: "f~/'ftlJ{.
~Ianner: AL
DATE
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