HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/27/2021D
14
(rf ��.`�; � (FN v.
SLEEVES
LEGEND
JJ
1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS:
PROPERTY LINE (SUBJECT PROPERTY)
C/
Rhi/, 4 J5.76
``,q
* SLEEVES TO BE SET 18" BELOW FINAL GRADE.
* SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB.
* OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE
PROPERTY LINE (ADJACENT LOTS)
PROPOSED FENCE
V-(rE_)WW-(l WW-
i`
�1LOWW-IE"W
(E) WVV (E WW (E)WW W
-.i
'��V YV LE) �A/ W -)Ww- (E) WW E" WA-� (E ft E" "AlVi SAN 0H
* WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE
LOCATIONS AT FACE OF WALKS AND CURBS.
1-1.0
EXISTING EASEMENT
4 35.44
2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC.
SETBACK
L u j D'CIS
-(E'SD -(EL_-)SD -(E)SD",(E)SD (E)Sd (E)SD (E)SD -SD
3. SEE PLAN FOR SLEEVE SIZE.
D EAD M O N D F
R RY ROAD
4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT
OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION
ROW VARIES
SYSTEM.
MINOR VAURIANCEE- REQUESI-T: 40'-0" LOT WIDTH
Z
VEHI LAR ACCESS
QU
CD
'W 0
Vv
CONCRETE PAVING
cc .40 4 22-
LL 6
_J EXISTING SIDEWALK
A
VEGETATED STORMWATER TREATMENT AREA
FSTORMWATER EXISTING UTILITY POLE AND STREET LIGHT
'T ER
IT A
EASEMENT
A IRRIGATION SLEEVE- TYPICAL
f -'swTp-
CIS (IS
03
U) W
in V
6 SETBACK CIS
'AC, K ' 4
\
PROPOSED DRIVEWAY
w
'-, .. \ \ \
SIDE YARD to . ...4 . . . ..
YARD I •4..• GARAGE REMOVED
0
z
a.:..21Y
4: v
DRIVEWAY
CONSTRUCTION NOTES
,,,
-A FE MA
1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE
IMPROVEMENTS.
\ j
C
Zp-� �� ,�
2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH
���
PROPOSED PARTITION/
ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541)
746-0637 - FAX (541) 746-0389.
TRASH RECYCLING ENCLOSURE
PROPERTY LINE
3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE
L1.0
EXISTING HOUSE
TO REMAIN
TOWNHOMES (BUILDING 1)
LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK.
4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF
BIKE PARKING
ANY SITE REVIEWS.
24 ASPHALTIC CONCRETE DRIVEWAY
5. THERE SHALL BE REQUIRED REVIEWS BY OWNERS REPRESENTATIVE
UNIT DRIVEWAY- ASPHALTIC CONCRETE
PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING &
EXISTING DECIDUOUS TREE TO REMAIN
LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH
GRADING.
CIS- CIS-_ CIS
6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL LANDSCAPE AREAS.
25' TRANSITION TO to
ADJACENT I
I
LDR ZONE
7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND
INSTALLATION METHODS.
EXISTING CONIFEROUS TREE TO REMAIN
U IT I
8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR
WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES.
r
'f
'°; c��G�$gG�
9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.
------ IRRIGATION SLEEVE
10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL
JOINTS (SJ).
PROPOSED POLE MOUNTED LIGHT
U T
�\A
10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.
S
11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN
SHOWN OR NOTED LIMITS, AND SHALL BE AT 900 ANGLES TO EDGES
-__lpl EXISTING STREET LIGHT TO REMAIN
"JIS
OF
PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED.
s
12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE,
ADJACENT.
=-� =-
'f:.�.:¥ .:{
f-' , �13.
� � � �GROUND
SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION.
14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.
WATER PROTECTION
•
- 1-k
DURING CONSTRUCTION
TOWNHOME (BUILDING 2)
M ULTI=FAMILY S ITE PLAN NOTES
1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING
`7 PROPOSED SHORT-TERM BIKE PARKING -
M,
4 SPACES- 4 REQUIRED
(11 wwaE (1) rg rAgAGF
7 UNIT 6
Pm ;.
WAV 1-1.0
4
CONSTRUCTION:
ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY
•UNIT
UNIT 5 UNIT UNIT 3
NOTE: THERE WILL BE A CONCURRENT APPLICATION FOR PARTITION OF THE
AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE
::: ` ' _ =
_ _ \
SINGLE FAMILY LOT. NOTES INCLUDED HERE REFERS TO THE MULTI -UNIT
FLAG LOT.
WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE
SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION.
AND
�-� ��
'��?p; �,�r� � �
• CHEMICAL HANDLING, STORAGE, USE. CONTRATORS/DEVELOPERS
SHALL FOR SAFE HANDLING AND
�
DENSITY AND DWELLING UNITS (FOR MULTI -FAMILY LOT):
BE RESPONSIBLE STORAGE OF
CHEMICALS, PRODUCTS, AND FERTILIZERS
PETROLEUM AND THE
J
MDR
PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF
z <=
REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS NET ACRE
RESULT SITE SIZE: 0.85 GROSS ACRES
12-24 DWELLING UNITS PERMITTED
CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION,
INCLUDING PAINT AND CLEANING MATERIALSMASTES, MUST NOT ENTER
THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL
4 17�
SDI s if) -SD
__j )c:) uJ SD
04
PROPOSED: 15 DWELLING UNITS
CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY
CONTAINMENT.
LL
18 DU /NET ACRE
cm c,
,n
-n v TOWNHOME (BUILDING 3)
VEHICLE PARKING:
• EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE
pFLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE
ESTIMATED DISTANCE FENCE TO PATHWAY EDGE
-
12" MINIMUM DISTANCE TO BE MAINTAINED ALONG
REQUIRED: STANDARD: I SPACE DU
RESULT: 15 SPACES
FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR
ENTIRE FENCE LENGTH WITHIN SUBJECT SITE PROPERTY
PROPOSED 15 GARAGE SPACES + I DRIVEWAY SPACE EACH
FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE
PREPARED AND MAINTAINED IN A WAY THAT PREVENTS
SPILLS OR
LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE
PROPOSED &FENCE
TRASH/ RECYCLE
BIKE PARKING:
REQUIRED: STANDARD: I SPACE/ DU, 100% LONG-TERM
SYSTEM.
NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE
.lx
(n
RESULT: 15 SPACES 25% SHORT TERM= 4 OUTDOOR SPACES
PROPOSED: 15 SPACES PROVIDED IN GARAGE, PLUS FOUR SHORT TERM SPACES
USED ON THIS SITE.
• 3wsvm a Vvbpm
UNIT 8 NIT
mvsvm a 30VWM t m9wm a 30VWM U 30vwp Et
ACCESS EASEMENT BENEFITING
UNIT UNIT 297 DEADMOND FERRY RD.
10 1 12 13 14
OPEN SPACE:
2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE
TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT
cn
::2- DOC. # 99061898
GENERAL O.S.
TRASH/RECYCLING ENCLOSURE AND ADJACENT TO THE SWALE(S). THE
REQUIRED: STANDARD: 15% OF GROSS SITE AREA
PROPOSED
Rylaffh
FENCE no 011) 1 1
PARKING & CIRCULATION SETBACK TO BE
PLANTED WITH 30-40" EVERGREEN HEDGE
RESULT: GROSS SITE: 0.839 NET ACRES
15% OF GROSS SITE= 0.13 ACRES
SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS,
EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING
6' HEIGHT
E LEM
I ll+H+M-1 AND SHADE TREES 30, O.C.
PROPOSED: 0.24+ ACRES (28% OF GROSS SITE)
AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE
CONTACT AMY CHINITZ (541-744-3745) TO PURCHASE SIGNS DIRECTLY
COMMON O.S.
FROM SUB.
-c-
REQUIRED: STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA
(500 SF MINIMUM WITH NO DIMENSION LESS THAN 15')
z
RESULT: GROSS HEATED AREA: 12,056 SF X.25= 3,014 S.F.
0
PRIVACY FENCES
3,014-1,740 S.F. (PRIVATE OPEN SPACE)= 1,274 S.F. COMMON SPACE REQ.
PROPOSED: 1,770 SF
EXISTING 6' FENCE TO REMAIN
EXTEND 5' FROM BUILDING
co
<
ACTIVE O.S.
REQUIRED: STANDARD: 250 SF PER 20 DU (NO DIMENSION LESS THAN 16)
RESULT: NO ACTIVE OPEN SPACE REQUIRED UNDER 20 UNITS
Ill 06
F_ (j)
PROPOSED: 0 S.F.- LESS THAN 20 UNITS PROPOSED
(9
10 z
<
0-
PRIVATE O.S.
REQUIRED: STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN 6')
RESULT: 15 DU x 96 SF = 1,440 SF
PROPOSED: 1,740 SF (COVERED BACK PORCHES)
116 SF EACH X 15 UNITS= 1740 S.F.
Z ADJOINING HEARTFELT GUESTHOUSE - 0
SHOWN AS AN APPROXIMATE REFERENCE.
NOT SURVEYED.
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
08-27-2021
If
Ayj
Tj
D
14