HomeMy WebLinkAboutCD-412745,870.00
BUILDING A=2,267.00
BUILDING B=11,019.00
BUILDING C=2,267.00
BUILIDING TOTAL=15,553.00
10,890.00
16,552.80
70%
34%
LEVEL 1=2267
LEVEL 2=2557
LEVEL 3=2538
LEVEL 1=10167
LEVEL 2=11019
LEVEL 3=11019
LEVEL 1=2267
LEVEL 2=2557
LEVEL 3=2538
ZONING: CV
TOTAL UNITS: 60
MIN. PARKING REQUIRED PER UNIT: 0.25
MAX. PARKING ALLOWED PER UNIT: 1.75
MINIMUM REQUIRED PARKING SPACES: 15
MAXIMUM ALLOWED PARKING SPACES: 105
PROVIDED PARKING SPACES:
IN GARAGE/STRUCTURE:15
26
TOTAL:41
16 (9'x23')STANDARD SURFACE STALLS:
COMPACT SURFACE STALLS:
ADA SURFACE STALLS:2
8 (8.5'x16') 26x30%= 8 SPACES MAX.
BUILDING SQUARE FOOTAGE
BUILDING A:
BUILDING B:
BUILDING C:
SITE COVERAGE
PARKING REQUIREMNTS
PARKING LOT LANDSCAPING
TOTAL % OF LOT COVERAGE FOR BUILDINGS AND STRUCTURES=
TOTAL COVERAGE ENTIRE SITE (S.F)=
NEW IMPERVIOUS (S.F)=
EXISTING IMPERVIOUS TO BE REMOVED
(S.F) =
BUILDING FOOTPRINT (S.F.):
SITE AREA (S.F.) =
REQUIRED INTERIOR PARKING LOT LANDSCAPING
AREA PER 4-4-070.F.6.B (S.F.):390
SURFACE:
REQUIRED INTERIOR PARKING LOT LANDSCAPING
AREA PROVIDED (S.F.):614
STANDARD STRUCTURED STALLS:8 (8'4"x15')
COMPACT STRUCTURED STALLS:7 (7.5'x15') 15x50%= 7 SPACES MAX.
TOTAL NUMBER OF SURFACE PARKING SPACES:26
* PERMITER LANDSCAPING NOT REQUIRED PER RMC 4-4-070.H.6. PARKING NOT
ADJACENT TO STREET RIGHT OF WAY.
DEVELOPMENT ENGINEERING
msippo 05/12/2020
APPROVED
05/12/2020 msippo
DEVELOPMENT ENGINEERING DIVISION
sheets crossed out are not approved as a portion of
the early clear & grade plans
early clear & grade plans
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄ35
DEVELOPMENT ENGINEERING
msippo 05/12/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄ35
DEVELOPMENT ENGINEERING
msippo 05/12/2020
BASIS OF BEARINGSREFERENCESSURVEYOR'S NOTESVICINITY MAPN.T.S.SURVEYOR'S CERTIFICATESCHEDULE B ITEMSLEGAL DESCRIPTIONVERTICAL DATUMLEGENDALTA/NSPS LAND TITLE SURVEY ALTA/NSPS LAND TITLE SURVEYSUNSET OAKS N.T.S.CONTROL MAP4 34PR: 15-000009 LUA: 19-000274 C: 19-006653
TED-40-4127
R-412704DEVELOPMENT ENGINEERINGmsippo 05/12/2020
LEGENDALTA/NSPS LAND TITLE SURVEY ALTA/NSPS LAND TITLE SURVEYSUNSET OAKS5 34PR: 15-000009 LUA: 19-000274 C: 19-006653
TED-40-4127
R-412705DEVELOPMENT ENGINEERINGmsippo 05/12/2020
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::35DEVELOPMENT ENGINEERINGmsippo 05/12/2020
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::35DEVELOPMENT ENGINEERINGmsippo 05/12/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄ35
DEVELOPMENT ENGINEERING
msippo 05/12/2020
.
.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM
5705'6.#0'0'4'06109#
2.#06+0)&'6#+.5 %+8+.%105647%6+102'4/+657$/+66#.STATEO F WASHIN
G
T
ONN
O.1 .202EXPLICENS
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LANDSCAP E A R CHITECT0 9 /02/2020BRE N T M .CHAST
A
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N304 Alaskan Way S., Suite 301
Seattle, WA 98104 35
1#-55705'6.Ä5705'6A1#-5A#2#46/'065C:\________\________\________\________BC/PH
BC
TPDC
TERRANE
33
L-3.03
12/12/19#2#46/'065
1 TREE PLANTING DETAIL
SCALE: NTS
2 SHRUB PLANTING DETAIL
SCALE: NTS
3 GROUNDCOVER PLANTING DETAIL
SCALE: NTS
NOTES:
STAKE TREE WITH (2) TREATED
2"Ø LODGEPOLE PINE DOWLED
TREE STAKES (8'-0" LENGTH)
LOOP EACH TIE AROUND HALF
TREE LOOSELY TO PROVIDE 1"
SLACK FOR TRUNK GROWTH.
"CHAINLOCK" OR EQUAL TREE
TIE MATERIAL (1" SIED) NAIL OR
STAPLE TREE TIE MATERIAL TO
STAKE TO HOLD VERTICALLY.
LOOP EACH TIE AROUND HALF
TREE LOOSELY TO PROVIDE 1"
CLACK FOR TRUNK GROWTH.
2'-0" MIN 3'-6" MIN
SET TOP OF ROOT CROWN 2" ABOVE ADJACENT
CURB & SIDEWALK GRADE.
3" TO 4" HIGH WATERING RING (SEE NOTE 2)
24" ROOTBARRIER
AT CURB.
TREE PIT DEPTH =ROOTBALL DEPTH(MEASURE BEFOREDIGGING TO AVOIDOVEREXCAVATION).
DRIVE STAKES 6" TO1'-0" INTOUNDISTURBED SOILBELOW ROOTBALL.
DRIVE STAKE AT ROOTBALL EDGE (TYP)(SEE NOTE 1)
UNDISTURBED SUBGRADE.
PROVIDES FIRM BASE SO THAT
ROOTBALL WILL NOT SINK.
REMOVE ALL WIRE, STRINGS,
AND OTHER NON-BURLAP
MATERIAL; AND REMOVE
BURLAP FROM TOP 23 OF
ROOTBALL.
TOP SOIL AS APPROVED BY
LANDSCAPE
ARCHITEC.
ROOTBARRIER; PLACE AT EDGE
OF PAVEMENT/SIDEWALK/ETC.;
PLACE PRIOR TO PLACEMENT OF
NEW SIDEWALK OR CURB TO
PREVENT UNDERMINING.
ROUGHEN SIDES OF PLANTING
HOLE MAXIMIZE EXCAVATED
AREA WITHOUT UNDERMINING
ADJACENT PAVING/CURB.
18" ROOTBARRIER
AT SIDEWALK.
SIDEWALK
2"-3" MULCH DEPTH (TAPERED AT TRUNK)ROOTBALL DEPTHROOTBALL + 1'-0"MIN ALL SIDES UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO
THAT ROOTBALL WILL NOT
SINK)
TOP SOIL TYPE B
REMOVE ALL WIRE, STRINGS, AND
OTHER NON-BURLAP MATERIAL;
AND REMOVE BURLAP FROM TOP 23OF ROOTBALL.
ADDITIONAL PLANTING
AREA PREPARATION
PER DRAWING
FINISH GRADE
SHRUB PLANTING PIT
PREPARATION = ROOTBALL
DEPTH & WIDTH PLUS 1'-0"
ADDITIONAL ALL SIDES
MIN 2"-3" OF MULCH
SET ALL PLANTS AT NURSERY
LEVEL (TYP)
B&B OR CONTAINERIZED
SHRUB (TYP)
SCARIFIED SUBGRADE
TOP SOIL TYPE B
MIN. 6" DEPTH
FINISH GRADE
MIN 2" MULCH
TYPICAL GROUND COVER
PLANTED AT NURSERY LEVEL
SP
A
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MULCH TREE PIT MIN 5'-0"
LENGTH X FULL PLANTING
STRIP WIDTH BETWEEN CURB
AND SIDEWALK (FOR PLANTING
STRIPS LESS THAN 6'-0" WIDE)
OR PROVIDE 5'-0"DIA MULCH
RING FOR PLANTING STRIPS
WIDER THAN 6'-0".
MIN WIDTH OF TREE PIT = 2
TIMES ROOTBALL DIAMETER
OR 5'-0", WHICHEVER IS
GREATER
MULCH AREA TO BE CLEAR OF
GRASS, WEEDS, ETC. TO
REDUCE COMPETITION WITH
TREE ROOTS
1. PLANTING INCLUDES REMOVAL OF STAKES
ONE YEAR AFTER INSTALLATION.
2. SHAPE SOIL SURFACE TO PROVIDE 3" DIAM
WATERING RING.
3. ADJUST TREE TIES DURING ESTABLISHMENT
TO ALLOW ROOM FOR GROWTH (@1" SLACK).
4. ROOT BARRIER REQUIRED ALONG EDGE OF
ROADWAY, CURB, DRIVEWAY, TRAIL,
SIDEWALK, OR OTHER STRUCTURES WHERE
ROOTBALL IS WITHIN TWO FEET; PLACE
VERTICAL ROOTBARRIER IF REQUIRED.5705'61#-5#2#46/'0654Ä% Ä.7# Ä.7# Ä6'&ÄÄ1 CITY CORRECTIONS BC 05.08.20
DEVELOPMENT ENGINEERING
msippo 05/12/2020
DEVELOPMENT ENGINEERING
msippo 05/12/2020
.
.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM
5705'6.#0'0'4'06109#
64''4'6'06+10&'6#+.%+8+.%105647%6+102'4/+657$/+66#.STATEO F WASHIN
GT
ONN
O.1 .202EXPLICENS
E
D
LANDSCAP E A R CHITECT0 9 /02/2020BREN T M .CHAST
A
I
N304 Alaskan Way S., Suite 301
Seattle, WA 98104
35
1#-55705'664Ä5705'6A1#-5A#2#46/'065C:\________\________\________\________BC/PH
BC
TPDC
TERRANE
35
TR-1.02
12/12/19#2#46/'065
5705'61#-5#2#46/'0654Ä% Ä.7# Ä.7# Ä6'&ÄÄTREE PROTECTION
1/4" = 1'-0"
CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE
TREE PRESERVATION PLAN FOR FENCE ALIGNMENT.6'-0"MAINTAIN
EXISTING
GRADE WITH THE
TREE
PROTECTION
FENCE
UNLESS
OTHERWISE
INDICATED ON
THE
PLANS.
5" THICK
LAYER OF MULCH.
NOTES:
1- SEE SPECIFICATIONS FOR
ADDITIONAL TREE PROTECTION
REQUIREMENTS.
2- NO PRUNING SHALL BE
PERFORMED EXCEPT BY APPROVED
ARBORIST.
3- NO EQUIPMENT SHALL OPERATE
INSIDE THE
PROTECTIVE FENCING INCLUDING
DURING FENCE
INSTALLATION AND REMOVAL.
SECTION VIEW
8.5" X 11"
SIGN
LAMINATED IN
PLASTIC SPACED
EVERY 50'
ALONG THE
FENCE.
TREE
PROTECTION
FENCE: 6' HT.
CHAINLINK FENCE
WITH STEEL
POSTS
INSTALLED AT 8'
O.C.
NO
TRESPASINGPROTECTEDTREE
1 FX-PL-FX-TRMT-02
A.CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT
MAY NOT FILL, EXCAVATE, STACK OR STORE ANY
EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR
FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS
SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN
THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE
RETAINED.
B.FENCED PROTECTION AREA REQUIRED: PRIOR TO
DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT
AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY
CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL
RETAINED TREES OR AT A DISTANCE SURROUNDING THE
TREE EQUAL TO ONE AND ONE-QUARTER FEET (1-1/4') FOR
EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS
GREATER, OR ALONG THE PERIMETER OF A TREE
PROTECTION TRACT. PLACARDS SHALL BE PLACED ON
FENCING EVERY FIFTY FEET (50') INDICATING THE
WORDS, “NO TRESPASSING – PROTECTED TREES,” OR ON
EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50').
SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR
GROUPS OF TREES SHALL BE FENCED AND SIGNED.
INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN
ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION
WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR
TREES.
C.PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL
ADJOINING TO A TREE TO BE RETAINED IS TO BE
RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK
WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF
THIS WALL OR WELL MUST BE EQUAL TO THE TREE’S DRIP
LINE.
D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE:
THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE
MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF
ANY TREE TO BE RETAINED, UNLESS OTHERWISE
APPROVED BY THE CITY.
E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF
RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO
BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER
OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE
DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE
EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER
FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE
PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL,
OR OTHER CONDITIONS MAY BE REQUIRED.
F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE
REQUIRED FENCING SHALL BE COVERED COMPLETELY AND
EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK
MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE
FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH
WILL ADVERSELY AFFECT PROTECTED GROUND COVER
PLANTS.
G.MONITORING REQUIRED DURING CONSTRUCTION: THE
APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR
LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE
PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO
PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS
APPROPRIATE FOR ANY TREES AND GROUND COVER THAT
ARE TO BE RETAINED.
H.ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS
MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR
GREATER TREE PROTECTION WITH APPROVAL FROM THE
CURRENT PLANNING PROJECT MANAGER.
1 CITY CORRECTIONS BC 05.08.20
DEVELOPMENT ENGINEERING
msippo 05/12/2020