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IN MONUMENT CASE, DOWN 0.4•.
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A VE AND NE 70TH ST.
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FOUND 4"X4" CONCRETE
MONUMENT WITH LEAD AND
TACK IN MONUMENT CASE,
DOWN 1.1 '. 16' NORTH OF THE
INTERSECnON OF MONROE A VE
AND NE 7TH CT, ON THE
CENTERLINE OF MONROE A VE.
Call 2 Working Days Before You Dig
811
Util~ies Underground Location Center
(ID,MT,ND,OR,WA)
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FOUND STONE MONUMENT WITH
LEAD ANO TACK IN MONUMENT
CASE. DOWN 2.2'. AT THE
INTERSECTION OF MONROE A VE (TO
THE SOUTH) AND NE 72TH ST.
FOUND 4-1/2"¢ CONCRETE
MONUMENT WITH LEAD AND TACK
IN MONUMENT CASE, DOWN 0.5'.
AT THE INTERSECTION OF MONROE
AVE AND NE 9TH ST.
SW 1/4 SECTION
PROJECT CONTACTS:
APPLICANT/OWNER ....•....................... BEVERLY STINDE
.......................................................... 850 MONROE A VE. NE
.......................................................... RENTON, WASHINGTON 98056
APPLICANT. ........................................ HARBOUR HOMES, LLC
. ........................................................ .400 N 34TH STREET. SUITE 300
.......................................................... SEATTLE, WASHINGTON 98703
.......................................................... (206) 315-8130
.......................................................... CONTACT.· JAMIE WAL TIER
.......................................................... JWAL T/ER@HARBOURHOMES.COM
CIVIL ENGINEER/SURVEYOR ............... D.R. STRONG CONSUL TING ENGINEERS, INC.
.......................................................... 620 -7th A VENUE
.......................................................... KIRKLAND, WASHINGTON 98033
.......................................................... (425) 827-3063
.......................................................... CONTACT: MAHER A. JOUDI. PE
.......................................................... MAHER.JOUDIWRSTRONG.COM
.......................................................... CONTACT: STEPHEN SCHREI, P.l.S.
.......................................................... STEVE.SCHREIWRSTRONG.COM
___ NE 9TH STREET ----
£, W.M.
GEOTECHNICAL ENGINEER .................. EARTH SOLUTIONS NW, LLC
.......................................................... 1805 -136TH PL NE, SUITE 201
.......................................................... BELLEVUE, WA 98005
.......................................................... (425) 449-4704
.......................................................... CONTACT: KYLE CAMPBELL, PE
TRAFFIC ENGINEER ............................. GIBSON TRAFFIC CONSULTANTS, INC.
.......................................................... 2802 WETMORE AVE., SUITE 220
.......................................................... EVERETT, WA 98201
............................ , ............................. (425) 339-8266
.......................................................... CONTACT.· BRAD LINCOLN, PE
. ......................................................... INFO@G/BSONTRAFFIC. COM
LANDSCAPE ARCHITECT. .................... VARLEY VARLEY VARLEY
.......................................................... 12743 NE 170TH LANE
.......................................................... WOODINVILLE, WA 98072
.......................................................... ( 425) 466-0515
.......................................................... CONTACT: JEFF VARLEY
.......................................................... VARLEY _JEFF@HO TMAIL. COM
PROJECT DESCRIPTION:
ADDRESS OF THE PROPERTY: .... 850 & 870 MONROE A VENUE NE., RENTON, WA
PARCEL NUMBER ......................... 092305-9116 & -9117
EXISTING ZONING: ....................... R-8
PROPOSED DWELLING UNITS: ...... 14
ACREAGE: .................................... 2.48 ACRES (107,969 S.F".) GROSS
PERM/ TTED DENS/ TY. ................... 8. 00 DU /ACRE
PROPOSED DENSITY. ................... 7.53 DU/ACRE
R.O. W. AREA: .............................. 0.52 ACRES (27.023 S.F.)
WORK WITHIN EXISTING R.O.W.: ... 0.05 ACRES (2,200 S.F.)
PROPOSED USE ........................... SINGLE FAMILY DETACHED HOUSING
SEWER AND WATER DISTRICT: .... CITY OF RENTON
SCHOOL OISTRICT: ...................... RENTON #403
FIRE 0/STRICT: ............................ CITY OF RENTON
TELEPHONE SERVICE.: .................. CENTURY LINK
POWER SOURCE: ......................... PUGET SOUND ENERGY VICINITY MAP
1"=1,500'
l: ,,
'I I I,
I: I' !l I LEGAL DESCRIPTION:
THE SOUTH 2 ACRES OF THE NORTH 4 ACRES OF" THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
THE NORTHEAST QUARTER OF SECnON 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.. IN KING COUNTY,
WASHINGTON;
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FOUND 4-1/2"~ CONCRETE.
MONUMENT WITH LEAD AND TACK
IN MONUMENT CASE, DOWN 0.4 •.
AT THE INTERSECT/ON OF" MONROE
A VE AND NE 8TH ST.
FOUND 1-1 /2" BRASS DISKIN
CONCRETE MONUMENT WITH "X"
AND PUNCH, IN MONUMENT CASE.
DOWN D. 7'. AT THE INTERSECTION
OF MONROE A VE AND NE 4 TH ST.
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AU:if.RT D:ALCH'S
rREE:ODH PA1l< tl(t 7
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SHARED ORI VEWA Y
56 S.F".
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(jTY i:F FlErrf{;M
:SHGRT 0LA r NO. .?.&.l·-7D
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OF !f.
SHEET INDEX:
Cl OF 7 PRELIMINARY PLAT PLAN
C2 OF" 7 TOPOGRAPHIC MAP
CJ OF 7 TREE RETENTION PLAN
C4 OF 7 CONCEPTUAL ROAD & GRADING PLAN
C5 OF 7 DRAINAGE CONTROL PLAN
C6 OF 7 GENERALIZED unLlnES PLAN
C7 OF 7 ROAD PROFILE AND DETAILS
LI OF 2 LANDSCAPE PLAN
L2 OF 2 LANDSCAPE DETAILS
NI OF" NEIGHBORHOOD DETAIL MAP
1 PRELIMINARY PLAT REVISIONS
61.14'
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LIST OF TRACTS:
TREE PETE.NT/ON AREA
SHARED DRIVEWAY
OPEN SPACE
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PRU1ER'Y crn~NER
TRACT "A"
TRACT "8"
TRACT "C"
TRACT "o" STORM DRAINAGE. AND RECREATION
GENERAL NOTES:
1. ALL EXISTING STRUCTURES TO BE REMOVED.
YLP 07.19.16 YLP SCALE· SURVEYED:
SJS AS NOTED
D.R. STRONG
CONSUL TING ENGINEERS
1---+---------------------+----11---+----I DESIGNED MES
DRAWN:
MES
ENGINEERS PLANNERS SURVEYORS
620 7TH A VENUE, KIRKLAND, WA 98033
0 425.B21.306{J F 425.827.2423
CHECKED· 1---11-------------------1---II---II----I YLP 1----------1 BY DATE APPR NO. REVISION APPROVED:
YLP
ONE INCH
AT FUI_L SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1
l
(j
I
EXCEPT THE EAST 130 FEET THEREOF; AND
EXCEPT THE WEST 30 FEET FOR MONROE A VENUE NE; ALSO
THE NORTH 2 ACRES OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER
OF" SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE WEST 30 FEET FOR COUNTY ROAD;
EXCEPT THE EAST 130 FEET THEREOF; AND
EXCEPT THE NOR TH 48 FEET.
SURVEYOR'S NOTES
1. ALL TITLE INF"ORMA TION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO nnE INSURANCE
COMPANY Al TA COMMITMENT F"OR TITLE INSURANCE ORDER NO. 0059582-06 DA TED JANUARY 29, 2016 AND .
SUPPLEMENT NUMBER 1 THERETO DA TED MARCH J, 2016. IN PREPARING THIS MAP, D.R. STRONG CONSULTING
ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSUL TING ENGINEERS
INC. AWARE OF" ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP
AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSUL TING
ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDtnON
TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL nNG ENGINEERS INC. QUALIFIES THE MAP'S
ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON MARCH 23, 2016. ALL
SURVEY CONTROL IND/GA TED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH 2016.
J. PROPERTY AREA = 107,969± SQUARE FEET (2.4786± ACRES).
4. ALL DlSTANCES .. ARE IN FEEc
' ~-·-~-:;, \ ;; .l
5.'\THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LE/CA FIVE SECOND
COMfi/NED •ELECTRONIC TOTAL STATION AND A LE/CA SERIES 1200 GLOBAL POStnONING SYSTEM WERE USED TO
MEASURE THE ANGULAR AND DISTANCE. RELA T/ONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN. W~ , .. ·'""'~"<'•",:,-,.~,,.;_,. CCOSURt.~r:AtiOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING
·· ';·,,,,o-/NS/JWMENTS,,AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUF"ACTURER'S SPECIFICATIONS. \ . \ ,. -,,-
~ 6, UT/llf/ES;OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF
~ THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS
'q;: sRpwN, AREiAPPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN
'<I" SU{IFACE:·U;rtLITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND
~ I 'LOCA TIONS,'SHOWN HEREON MAY HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ~ ENGINEERSdNC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS.
~I TITLE RESTRICTIONS:
'-' 1. THIS SITE IS SUBJECT TO THE RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED F"ROM NORTHERN
PACIFIC RAILROAD COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 4450143.
REFERENCES:
1. mE PLAT OF ALBERT BALcH·s PRESIDENT PARK NO. 6, RECORDED IN VOLUME 52 OF" PLATS, PAGE 79.
2. THE PLAT OF Al.BERT BALCH'S PRESIDENT PARK NO. 7. RECORDED IN VOLUME 53 OF PLATS, PAGE. 16.
3. THE PLAT OF ALBERT BALCH•s PRESIDENT PARK NO. 8, RECORDED IN VOLUME 54 OF PLATS, PAGE 27.
VERTICAL DA TUM:
NAVO 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND "PK" NAIL 225 FEET± EAST OF THE
INTERSECT/ON OF NE. 10TH STREET AND OLYMPIA AVE. NE. IN AERIAL PANEL. ELEVATION= 427.93
FEET.
2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRETE MONUMENT WITH 1/8" BRASS
PIN DOWN 1.1' IN MONUMENT CASE AY THE INTERSECTION OF NE. 12TH ST. AND MONROE AVE. (TO THE
NORTH), ELEVATION = 425. 15 FEET.
BASIS OF BEARINGS:
N06"00'14"E BETWEEN CITY OF RENTON CONTROL POINT
NUMBER 102 ANO NUMBER 1843
NOTE FOR CERT/FICA TION
OF SURVEY INFORMATION
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON
IS BASED UPON A FIELD SURVEY BY D.R. STRONG
CONSUL TING ENGINEERS.
JUL.
DATE:
,-. ('
i, ,·1
VERTICAL: NAVO 1986
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
THE PINES
PRELIMINARY PLAT
PRELIMINARY PLAT PLAN
06.06.16
Planning/Building/Public Works Dept. 850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
FIELDBOOK:
PAGE:
DRAWING NO:
C1
SHEET:
1
OF:
7
I Iii
DRS PROJECT NO. 16007 A-NNNNAA
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12"CPP (E)=384.25
24"CPP (N,S)=382.71
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POWER POLE
DROP (s)
CB T-1
RIM=391.47
B"PVC (E)=3BB.04
SDMH
RIM=392.01
B"PVC (E)=387. 71
12"CPP (NW)=387.71
24"CPP (N)=382.09
24"CPP (S)=382.06
POWER POLE
TRANSFORMER AND
DROP (S)
SSMH
RIM=392.3B
CTR CHANNEL=381.60
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POWER POLE
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811
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(ID,MT,ND,OR,WA)
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B
BLOCK 2
ALBERT BALCH'S
PRESIDENT PARK NO. 7
VOL. 53, PG. 7
0 0
NE. 9TH STREET
6
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3.5' {2)14"D 12' -~
•• • ·· 20"D • L sw EAVE c~:~:::.s .OF IE.
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SE EAVE COR. IS 0.1 'N OF IE.
SE BLD. COR. IS 1.4'N OF IE.
5
6'VBF
SW EAVE COR. IS 0.3'N OF IE.
SW BLD. COR. IS 1.2'N~ OF IE.
SE EAVE COR. IS AT
SE BLD. COR. IS 1.0'N OF IE.
4 12"D
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BLOCK 4
ALBERT BALCH'S
PRESIDENT PARK NO. 6 •, •. ,. ;
VOL. 52, PGc,Z9
2 ',
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
820 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.3083 F 425.827.2423
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CITY OF RENTON
SHORT PLAT NO. 289-79
REC. NO. 7911269011
I 20"E
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NO CAP 0.9'S OF IE.
GARAGE
PRELIMINARY PLAT REVISIONS
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YLP 07.19.16 YLP
I
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SURVEYED;
SJS
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1---,1...-------------------+---+--+---i DESIGNEDMES
DRAWN:
MES
CHECKED: 1---1,------------------lr---t---+---; YLP 1--..;.;;.-----1
APPROVED: NO. REVISION BY DATE APPR YLP
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BLOCK 2
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ALBERT BALCH'S
PRESIDENT PARK NO. 8
VOL. 54, PG. 27
/
SCALE:
6'V8F
/
.....
\
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f.S NOTED
VERTICAL: NAVD 198B
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NW EAVE COR. IS 1.1'E OF I[_ \
NW BLD. COR. IS 2.2'E OF it .
SW EAVE COR. IS 1.0'E OF IE.·'"\
SW BLD. COR. IS 2.0'E OF I[_
3
4
FENCE CORNER IS
1.0'W X 1.3'S OF
PROPERTY CORNER
.
~
2
---;
;
CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND:
FOUND SECTION MONUMENT
AS NOTED
FOUND MONUMENT AS NOT[D
ROAD S/GNAGE
~ MAIL BOX
• POWER METER
~ POWER POLE
o JUNCTION BOX, SIZE VARIES
¢ LIGHT POLE NO ARM
GUY WIRE
m WATER METER
M WATER VAL vie
A FIRE HYDRANT
D TYPE 1 CATCH BASIN
@ STORM DRAIN MANHOLE
® SANITARY MANHOLE = ROCKERY
C. 0. R. CITY OF RENTON
VBF VERTICAL BOARD FENCE
HBF HORIZONTAL BOARD FENCE 0 DECIDUOUS TREE
0 EVERGREEN mEE
--OP--
--P--
--w--
--G--
--T--
--c--
-X--X-
SANITARY SEWER LINE
STORM LINE
OVERHEAD POWER
UNDERGROUND POWER
UNDERGROUND WATER
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
EDGE OF PA vleMENT
FENCE
GRAvleL
VERTICAL DA TUM:
NA VD 88 PER CITY OF RENTON vleRTICAL CONTROL
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND 'PK" NA/~ 225 FEET± EAST OF THE
INTERSECTION OF NE. 10TH smEET AND OLYMPIA Avie. NE. IN AERIAf PANEL, ELEVATION= 427.93
FEET. I
2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRETf: MONUMENT WITH 1/8" BRASS
PIN DOWN 1.1' IN MONUMENT CASE AY THE INTERSECTION OF NE. 12TH ST. AND MONROE Avie. (TO THE
NORTH), ELEVA T/ON = 425.15 FEET.
BASIS OF BEARINGS:
N06"00'14"E BETWEEN CITY OF RENTON CONmOL POINT NUMBER 10,;J AND NUMBER 1843
I' !I \' s 2J15
NOT£ FOR CERT/FICA T/ON
OF SURVEY INFORMA T/ON
THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON
IS BASED UPON A f"/ELD SURvleY BY D.R. smoNG
CONSUL TING ENGINEERS.
NORTH
0
GRAPHIC SCALE
20 30 60
1 INCH = 30 FT.
THE PINES
PRELIMINARY PLAT
TOPOGRAPHY MAP
850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
DATE;
06.06.16
FIELDBOOK:
PAGE:
DRAWING NO:
C2
SHEET: OF:
2 7
DRS PROJECT NO. 16007 A-NNNNAA
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THEPINES
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0 425.827.3083 F 425.827.2423 NO.
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CITY OF RENTON
SHORT PLAT NO. 289-79
REC_ NO, 7911269011
PRELIMINARY PLAT REVISIONS
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,:.;;:· ~:AV[ COfL IS OYi' OJ: ff_
SL SLD, crm. iS 1 .. fH , >F ft
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YlP 07.19.16 YlP
BY DATE APPR
8
SURVEYED
SJS
DESIGNED:
MES
DRAWN:
MES
CHECKED:
YlP
APPROVED:
YlP
r-SW EAVE COH. !S CLYi'J OF ft
II :')W LiLD. r:cift !3 1 Of fl
St: EAVE COP. !S AT t
I sc: BLD. COR. !S LO'!•] or:: ft
I 4
SCALE:
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AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
7
\
\
:
I
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BLOCK 2
\
\
\
\
ALBERT BALCH'S
PRESIDENT PARK NO. 8
VOL. 54, PG, 27
VERTICAL.: NAVD 1988
HORIZONTAi...: NAO 1983/1991
2
\
•• 411:1
..u.
FEJ~GE CORf·-iErt 1:J
o.·1 ·r x or·
Pf'<OPEiZ fY CORl'J[Ft
942
BLOCK 4
2
6
NW [AVE crn-t !tr i.i'E 00· rt..
3
,•
fS OF I[
!S LO'E Uf ft
is it,
FENCE COR:\IEF:: I'\'
UJ'W ·;< r .->'s or
CITY OF
RENTON
Planning/Building/Public Works Dept.
TREE RETENTION CALCULATIONS
TOTAL TREES ON SURVEY: 87
OFFS/ TE TREES: 30
TOTAL TREES ON SITE: 57
DEAD, DISEASED OR DANGEROUS TREES: 7 7
TREES IN RIGHT-OF-WAY: 75
TREES IN PR/VA TE ACCESS EASEMENTS/TRACTS: 0
TREES IN CRlnCAL AREAS ANO BUFFERS: 0
NET TREES: 25
TREES TO BE RETAINED, REQUIRED: (25 X 0.30) -7.5
9 TREES TO BE RETAINED, PROPOSED:
REQUIRED REPLACEMENT INCHES: 0
....................
/ \ . t:t ' ' ' ' . ' ' ' ' I ,.. / ,, . .. ___ ....
TREE NOTE
TESC LEGEND
..-----. ,, ,·o\ . ' r O t ' ' ' ' ' ' \ l ................... /
CONSTRUCT/ON LIMITS & HIGH VISIBILITY
PLASTIC CONSTRUCTION FENCE
TREES TO BE REMO VEO
DEAD, DISEASED OR DANGEROUS TREES
(PER ARBOR/ST REPORT)
OFFS/ TE TREES TO BE SA VED
TREE 959 IS NON-VIABLE FOR RETENTION ANO WILL BE
TRIMMED/PRUNED PER ARBOR/ST RECOMMENOA TIONS. TREE MAY
BE LEFT FOR HABITAT BUT WILL NOT BE INCLUDED FOR RETENTION
CAL GULA TIONS.
-' ,. 'i, r) ?J':n NORTH
THE PINES
PRELIMINARY PLAT
0
TREE CUTIING AND LAND CLEARING PLAN
850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
GRAPHIC SCALE
20 30 60
1 INCH = 30 FT.
DATE:
06.06. 16
FIEL0800K:
PAGE:
DRAWING NO:
C3
SHEET: CF:
3 7
DRS PROJECT NO. 16007 A-NNNNAA
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SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E,
THE'P/NES
W.M.
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CONSUL TING ENGINEERS
ENGINEERS PI.ANNERS SURVEYORS
620 TTH A VENUE, KIRKLAND, WA 98033
0 425.627.3063 F 425,827,2423
1
NO.
I ______ \ __
PRELIMINARY PLAT REVISIONS
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5'V8t:
YlP SURVEYED:
SJS 07.19.16 YLP
DESIGNED:
MES
DRAWN:
MES
CHECKED:
YlP
BY DATE APPR APPROVED·
YlP
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
/
/
VERTICAL: NA\/D 1988
HORIZONTAL: NAD 1983/1 gg 1 CITY OF
RENTON
Planning/Building/Public Works Dept.
PRELIMINARY SITE VOLUME CALCULATIONS
CUT VOLUME
(CU. YDS.)
1,226
FILL VOLUME
(CU. YDS.)
2,207
NET VOLUME
(CU. YOS.)
981 IMPORT
*THESE VOLUME CALCULATIONS ARE APPROXIMATE. CONTRACTOR SHOULD USE
THEIR OM/ CALCULATIONS F'OR CONSTRUCTION PURPOSES.
'*INCLUDES DETENTION VAULT EXCAVATION
GENERAL NOTES
PROPERTY AREA: 107,969 SI. (2.48 ACRES)
AREA OF WORK: 109,328 S.F. (2.51 ACRES)
(DOES NOT INCLUDE OFFS/TE STORM ANO UTILITY CONNECTIONS)
/. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED OROP OFF SITE,
2. FILL NEEDED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED F'ROM AN
APPROVED SOURCE ANO SHALL BE APPROVED BY THE GEOTECHNICAL
ENGINEER.
LOT CONFIGURATION NOTE:
LOTS 7 ANO 8 WILL HAVE A FRONT SETBACK OF 25-FEET ANO LOTS 5 AND 6
WILL HAVE A FRONT SETBACK OF 15-FEET TO COMPLY WITH THE LOT
CONFIGURATION REQUIREMENTS IN THE RB ZONE.
NORTH JI p €~ 0) :~= ,-) vL ~ l
GRAPHIC SCALE
0 20 30 60
1 INCH = 30 FT.
DATE:
THE PINES
PRELIMINARY PLAT
CONCEPTUAL ROAD AND GRADING PLAN
850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
06.06.16
FIELD800K:
PAGE:
DRAWING NO:
C4
SHEET: OF:
4 7
DRS PROJECT NO. 16007 A-NNNNAA
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CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYDRS
620 7TH A VENUE, KIRKLAND, WA 98033
D 425.827.3063 F 425.827.2423
SW 1/4 SECTION TOWNSHIP 23 N, RANGE 5
· 1NES
£, W.M.
NE 9TH STREET
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PRELIMINARY PLAT REVISIONS
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SJS
c==i-==---------------------t---t----t--i DESIGNEDMES
ORAWN:
MES
CHECKED:
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ONE INCH
c=-i------------+--t--::-r::=11--_:YLP::;__ __ -I DATE APPR AP?ROVED BY
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO. REVISION YLP
1
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4oz
400
VERTICAL: NAVO 19BB
HORIZONTAL: NAO 1983/1991
1
>
' .
CITY OF
RENTON
Planning/Eluilding/Public Works Dept.
DETENTION SUMMARY:
EFFECTIVE STORAGE DEPTH -7.5 FT
STORAGE VOLUME REQUIRED = 23,570 C.F.
STORAGE VOLUME PR0v1DED = 23,678 C.F.
WATER QUALITY NOT£:
WE:TVAULT TO BE PROv1DED TO ACCOMMODATE WATER
QUALITY REQUIREMENTS.
NORTH
GRAPHIC SCALE
20 30 60 0 ----------1 INCH= 30 FT.
THE PINES
PRELIMINARY PLAT
DRAINAGE CONTROL PLAN
850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
DATE:
06.06.16
FIELDBOOK:
PAGE:
DRAWING NO:
C5
SHEET: OF: 5 7
DRS PROJECT NO. 16007 A-NNNNAA
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CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.30l/3 F 425.827.2423
I
\
\
PRELIMINARY PLAT REVISIONS
GAfV\GC
' '
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FOUND 1 HCB,'.\R j J
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YLP 07.19.16 YLP
9
SURVEYED:
SJS
DESIGNED:
MES
DRAWN;
MES
BY DATE APPRO\/EO:
CHECKED:
1---1-----------------t--+--t--1.--YLP~-----1
APPR
NO. REVISION YLP
\
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SCALE:
Af:. NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I
I
8
VERTICAL: NAVO 1988
HORIZONTAL: NAO 198.'i/1991
\.
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FE!·!CE CORNER IS
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OPEN SPACE
i"JW EA VT COR. lS 1. 1
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Planning/Building/Public Workffe Dept.
i
TYPE 1 CATCH BASIN
BIRDCAGE CATCH BASIN
SEWER MANHOLE
WATER TEE
FIRE HYDRANT
WATER METER
GATE VALVE
WATER BEND
WATER BLOWOFF
NORTH
0
GRAPHIC SCALE
20 30 60
1 INCH = 30 FT.
THE PINES
PRELIMINARY PLAT
GENERALIZED UTILITIES PLAN
850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
DATE:
06.06.16
FIELOEJOOK:
PAGE:
DRAWING NO:
C6
SHEET•
6
OF: 7
DRS PROJECT NO. 16007 A-NNNNAA
---··--· -~---~---~ ~--
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SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M.
THE' 1NES
22' R.O.W. WIDTH
"' cj
390
385 !
I
C\J '-CJ tg
C'.,j -....:
Cl) Cl) ~ I'<) I'<)
9+80 10+00
I
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C\J 0 -0 -....: -Cl) ~ Cl) ~ Cl) ~ Cl)
I'<) I'<) I'<) I'<)
10+40 10+80
60' R.O. W. WIDTH
±44' PAVEMENT WIDTH
±22' LANE
6" CRUSHED ROCK:
(TY," MIN COMPACTED DEPTH W/ %"MINUS
\CRUSHED ROCK SURFACING BASE COURSE
& 4Vz" MIN COMPACTED DEPTH OF TY,"
MINUS CRUSHED SURFACING BASE COURSE)
~ ....:
~
12" GRAVEL BASE, CLASS "B" MAY BE
REQUIRED DEPENDING ON SOIL CONDITION
Cl) IC)
'ii-
Cl ....: ~ ~
11+20
±22' LANE
'24" STORM PIPE 'SANITARY SEWER
CX) IC) Cl) ~ IC)
Cl ....: c:i ....: ~ ~ Cl) ~ I'<)
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I'<)
11+60
5.7' R.O. W.
DEDITCA TION ,;
8'
6" MIN TYP~ ___!'LANTER
5' CEMENT
CONCRETE
SIDEWALK
.J" COMPACTED DEPTH
CLASS B ASPHALT
CONCRETE
3" MIN. COMPACTED DEPTH
ASPHALT TREATED BASE
COMPACTED SUBGRADE, FREE OF
FINE-GRAINED OR ORGANIC SOILS
8" WA TER MAIN
cj
0c:
('s
i'3
G1
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12+00
MONROE A VENUE NE
NTS MINOR ARTERIAL ROAD 25 MPH DESIGN SPEED
1 PRELIMINARY PLAT REVISIONS
D.R. STRONG
Call 2 Working Daya Before You Dig CONSUL TING ENGINEERS 811 ENGINEERS PLANNERS SURVEYORS
Utilities Underground Location Center
(ID,MT,ND,OR,WA) 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425.827.3063 F 425.827.2423
---
lO ~
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12+40
0
0
'
10 20
'
1 INCH = 20 FT.
HORIZONTAL
2.5 5
'
1 INCH= 5 FT.
VERTICAL
YlP 07.19.16
BY DATE
Cl) IC)
IC)
"I-~ Cl)
I'<)
12+80
40
10
YlP SURVEYED:
SJS
DESIGNED:
MES
DRAWN:
MES
CHECKED:
YlP
APPR APPROVED:
YlP
C\J ~
lO I() Cl) ~ I'<)
SCALE:
~ ~
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13+20
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('s
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13+60
8'
20' LANE
6" TYP
6" TYP
CATCH BASIN & STORM
SEWERS (TYP.)
6" SSSTUBb
3" COMPACTED DEPTH
CLASS B ASPHALT
CONCRETE
3" MIN. COMPACTED DEPTH
ASPHALT TREATED BASE
COMPACTED SUBCRADE, FREE OF
FINE -GRAINED OR ORGANIC SOILS
HAMMERHEAD ROADWAY SECTION
NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPH DESIGN SPEED
'
'
:
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14+00 14+40
53' R. 0. W. WIDTH
26' PAVEMENT WIOTH
13' LANE 73' LANE
--
I
I
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crj
~
6" MIN TYP
0c:
('s
i'3
G1
~6" TYP
6" CRUSHED ROCK:
(TY," MIN COMPACTED DEPTH W/ %"MINUS
\CRUSHED ROCK SURFACING BASE COURSE
& #," MIN COMPACTED DEPTH OF 1/'z"
MINUS CRUSHED SURFACING BASE COURSE)
12" GRAVEL BASE, CLASS "B" MAY BE
REQUIRED DEPENDING ON SOIL CONDITION
"
395
+ __________ -----+----+-··-· _3, _9, __ o __________ ,
385
~ ~ "I-IC)~
\'\I ' ~
CX) oi Cl) oi Cl) oi ~ Cl) ~ 0) Cl) ~ I'<) ") I'<)
14+80 15+08.28
5' CEMENT
CONCRETE
SIDEWALK
PLANTER_ 6" MIN TYP 6" MIN TYP CONCRETE
SIDEWALK
CATCH BASIN & STORM
SEWERS (TYP.)
ROAD A
3" COMPACTED DEPTH
CLASS B ASPHALT
CONCRETE
3" MIN. COMPACTED DEPTH
ASPHALT TREATED BASE
COMPACTED SUBGRADE, FREE OF
FINE-GRAINED OR ORGANIC SOILS
NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPH DESIGN SPEED
AS NOTED
ONC:: INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCOROINCLY
VERTICAL: NAVO 1988
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
Planning/Building/Public Works Dept.
8" WA~
6" CRUSHED ROCK:
(P/2" MIN COMPACTED DEPTH W/ %"MINUS
\CRUSHED ROCK SURFACING BASE COURSE
& 4Vz" MIN COMPACTED DEPTH OF 1/12"
MINUS CRUSHED SURFACING BASE COURSE)
12" GRAVEL BASE, CLASS "B" MAY BE
REQUIRED DEPENDING ON SOIL CONDITION
THE PINES
PRELIMINARY PLAT
ROAD PROFILE AND DETAILS
850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
DATE;
06.06.16
FIELDSOOK:
PAGE;
DRAWING ND
C7
SHEET: OF:
7 7
DRS PROJECT NO. 16007 A-NNNNAA
I I ii
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INSTALL LANDSCAPING AT
TIME OF BUILDING PERMI~
I
'
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8
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ALBERT BALCH'S
PRESIDENT PARK NO. 7 __ J
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CITY OF RENTON
SHORT PLAT NO. 289-79
REC. NO. 7911269011
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INSTALL LANDSCAPING AT
TIME OF BUILDING PERMIT
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INSTALL TREES AND STREETSCAPE
LANDSCAPING AT TIME OF PLAT
DEVELOPMENT
7
932 BLOCK 2
ALBERT BALCH'S
PRESIDENT PARK NO. 8
VOL. 54, PG. 27
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JOB NUMBER:
DRAWING NAME:
DESIGNER:
DRAFTING BY:
DATE:
SCALE:
JURISDICTION:
JMV
JMV
05.22. 16
AS SHOWN
RENTON
L-1
SHEET 1 of2
X
X X
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. . .
•
•
TREE PLANT SCHEDULE
BOTANICAL NAME COMMON NAME QTY SIZE REMARKS
TREES
Pyrus calleryana 'Chanticleer'* Flowering Pear 3 1-1/2" cal Full and Matching, min. 8'~10' ht
Acer griseum* Paperbark Maple 3 1-1/2" cal Full and Matching, min. 8'-10' ht
Amelanchier grandiflora 'Autumn Brilliance'* Serviceberry 20 1-1/2" cal Full and Matching, min. 8'-10' ht
Acer truncatum x A. plat. 'Warren's Red'* Pacific Sunset Maple 3 1-1/2" cal Full and Matching, min. 8'-10' ht
Acer circinatum* Vine Maple 7 1-112" cal Full and Matching, min. 8'-10' ht
Acer ginnala 'Flame'* Amur Maple 4 1-1/2" cal Full and Matching, min. 8'-10' ht
Acer palmatum 'Bloodgood'* Japanese Maple 3 1-112" cal Full and Matching, min. 8'-10' ht
Prunus x yeodensis* 'Yoshino' Flovvering Cherry 4 1-112" cal Full and Matching, min. 8'-10' ht
Prunus virginiana 'Canada Red' Chokecherry 4 1-1/2" cal Full and Matching, min. 8'-10' ht
*Considered drought tolerant in Pacific Northwest once established
All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree
at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper.
Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and
utilities do not allow the required trees to be planted.
Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in
the front yard.
Install watering bags on all trees.
PLANT SCHEDULE
BOTANICAL NAME COMMON NAME QTY SIZE REMARKS
@ TREES
Thuja plicata* Western Red Cedar 5 6'ht Full and Matching
[SJ
SHRUBS and GROUND COVER
@ Viburnum davidii*
® Nandina domestica*
@ Azalea sp. 'Hino Crimson'*
@ Miscanthus sinensis *
® Pennisetum a/op. 'Burgundy Bunny'*
® Euonymus fortunei 'Emerak! n Gold'*
g Lavandu/a sp. * · ,
@ Rhododendron 'Purple Splendour'* .....
(M) Mahonia nervosa *
@ Po/ystichum munitum*
~ Myrica californica *
. . ~-/J-'.;_ ,._,•;'
David Viburnum
Nandina
Evergreen Azalea
Maiden Grass
Dwarf Ft Grass
Euonymus
Lavender
Rhodie
Short Oregon Grape
Sword Fern
Pacific Wax Myrtle
Arctostaphyllos uva-ursi* Kinnikinnik
Erica sp. 'Mediterranean Pink'* Heather
Bergenia sp. 'Bressingham Ruby'* Elephant Ear
Fragaria chi/oensis* Dune Strawberry
Plant in groups of minimum 15 plants of each species
8 2 gallon
6 2 gallon
8 2 gallon
27 2 gallon
18 2 gallon
13 2 gallon
15 2 gallon
19 2 gallon
15 1 gallon
19 1 gallon
3 2 gallon
As req'd 1 gallon
As req'd 1 gallon
As req'd 1 gallon
As req'd 1 gallon
*Considered drought tolerant in Pacific Northwest once established
Gau/theria shallon Sala/ As req'd 1 gallon
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching
Full and Matching/Plant 30" o.c.
Full and Matching/Plant 30" o.c.
Full and Matching/Plant 30" o.c.
Full and Matching/Plant 30" o.c.
Plant 30" on-center
~"-· --.:.·~·"--"'-· /.." ..-<"_;JG'
Lawn, shovel cut transition between lawn and landscape beds
)99i~!0«~ 4" depth arborist wood chip mulch. Taper mulch down to base of tree
/""~-PRUNE DISEASED AND
BROKEN BRANCHES
PLANT 1" HIGHER THAN"/-:',,=-~~i\ ----~~REMOVE TOP 1/3 OF BURLAP
IN NURSERY
FINISH GRADE~
~=
6"
2" SETTLED DEPTH OF
SPECIFIED MULCH
FERTILIZER TABLETS/SPECS
:r++--SPECIFIED AMENDED BACKFILL
COMPACT AND WATER THOROUGHLY
~-t--FIRM NATIVE SOIL MOUND
2x ROOTBALL WIDTH
SHRUB PLANTING DETAIL
NOT TO SCALE
LANDSCAPE NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOiD DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555
3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
SPECIFIED BELOW IN THESE NOTES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER.
7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL.
8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS.
10. ALL PLANT MATERIAL SHALL CONFORM TO MN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOS[D. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
IRRIGATION FOR THE FIRST TWO (2) YEARS.
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER.
13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR
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OR APPROVED SIMILAR '\
INSTALL "TREE BOOT" OR
"ARBORGARD" IN LAWN AREAS.
PLANT TREE 1 "-2" HIGHER-~
THAN IN NURSERY
WATERING BASIN--~
/
STAPLE
~
ZPLASTIC INTERLOCKING TREE
TIES OR APPROVED EQUAL
¥""~-~:::::::: \
~-PRUNE DISEASED AND
BROKEN BRANCHES
,~--~· •.. PLASTIC INTERLOCKING TREE TIES
\ ·, , SEE DETAIL ABOVE
~-REMOVE BINDING TWINE, BURLAP,
, AND WIRI;, TYPICAL
2" SETTLED DEPTH WITH SPECIFIED MULCH
FERTILIZER TABLETS
(4-21 GRAM-20-10-5)
ROOT DEFLECTOR FOR TREES-~7J~
ADJACENT TO SIDEWALKS AND ~'(~,
~==~ROOT DEFLECTOR FOR TREES tB'/l"EfJi~~ TO SIDEWALKS AND
SCARIFY PLANTING PIT
CURBSIDE ''<l%
SPECIFIED PLANTING SOIL
UNDISTURBED GROUND
' " ~
SIDES AND BOTTOM
,!'l-+-6" DEEP, FIRM, NATIVE
SOIL MOUND 12" MIN. FOR WOOD
STAKES & 18" FOR REBAR
3x ROOTBALL WIDTH ~IN HEAVY SOILS, AUGER 8"x6' DEEP D HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
DECIDUOUS TREE PLANTING & STAKING DETAIL
NOT TO SCALE
/
STAPLE
TREE
z PLASTIC INTERLOCKING TREE
TIES OR APPROVED EQUAL
DETAIL
_,------PRUNE DISEASED AND
BROKEN BRANCHES
12" MIN. BOTH SIDES ·,,,-----PLASTIC INTERLOCKING TIES
FINISH GRADE
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,,,---SPECIFIED TREE STAKE(S) 1--.....,..,,.
3x ROOTBALL WIDTH
~--REMOVE BINDING TWINE, BURLAP
AND ALL WIRE, TYPICAL
,---WATERING BASIN
NATIVE SOIL BACKFILL
~-SCARIFY PIT SIDES AND BOTTOM
CONIFERUOUS TREE PLANTING & STAKING DETAIL
NOT TO SCALE
2r'" JUL 2 8 J\O
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NORTH 1" = 20'-0" SHEET SIZE 22" x 34
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JOB NUMBER:
DRAWING NAME:
DESIGNER:
DRAFTING BY:
JMV
JMV
DATE: 05.22.16
SCALE: AS SHOWN
JURISDICTION: RENTON
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(ID,MT,ND,OR,WA)
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PRELIMINARY PLAT REVISIONS YLP 07.19.16 YLP
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SURVEYED
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D.R. STRONG
CONSUL TING ENGINEERS
1---+-----------------t-----1---1-----t DESIGNEDMES
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
DRA.WN: MES
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W.M.
VERTICAL: NAVD 1 g88
HORIZONTAL: NAD 1983/1991
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CITY OF
RENTON
-
Planning/Building/Public Works Dept.
NOTE:
FEATURES SHOWN ON THIS MAP ARE ORA WN
APPROX/MA TEL Y USING KING COUNTY IMAP.
ADDRESS:
850 & 870 MONROE A VE NE
RENTON, WA
JUL 2 fl 2D16
NORTH
0
THE PINES
PRELIMINARY PLAT
NEIGHBORHOOD DETAIL MAP
850 & 870 MONROE AVE NE
RENTON, WASHINGTON 98056
GRAPHIC SCALE
50 100 200
1 INCH= 100 FT
DATE:
06.06.16
FIEL.DElOOK:
PAGE:
DRAWING NO
N1
SHEET: OF:
1 1
DRS PROJECT NO. 16007 A-N N N NA A