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DEVELOPMENT, LLC
35001 NE 147th Avenue
Yacolt, Washington 98675
Ph: (360) 263-4873
Email: P.M.Development@outlook.com
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PRELIMINARY
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F A NCY
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�'S`SjONAL��
Contacts:
Engineer: Michelle Henry, PE
360-263-4873
Biologist: Beaver Creek Environmental Services, Inc.
Mheckart@Q.com
253-732-6515
Surveyor: Larson & Associates
253-474-3404
SHEET#
TITLE
1
Cover Sheet
2
Survey
3
Existing Plan/TOPO
4
Site and Stormwater Plan
5
Clearing and Grading Plan
6
Road and Utility Plan
7
Standard Details & Erosion Control Notes
CITY STAMP LOCATION
LEGAL DESCRIPTIONS
PARCEL 'A' APN: 1121039043
(PER FIDELITY NATION TITLE INSURAN GE COMPANY GUARANTEE NO. 611137380TX, DATED JULY 27,
2016)
THAT PORTION OF GONiERNMENJT LOT 2, SECTION 14, TOd1 NSHIP 21 NORTH, RANGE 3 EAST, W.M.; IN
ICING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNINIG AT A POINT ON THE NORTHEASTERLY LINE O= THE PUYALLUP INDIAN RESERVATION
�\_E E. h
x+ WHICH POINT IS SOUTH 4504742" EAST 651.03 FEET FROM THE WEST LINE OF SAID GOVERNMENT
"A"
of WAs
�j�
r 1421039086 IN
4 LOT, SAID POT TO BE CALLED POINT FOR REFERENCE PURPOSES;
` SUERS, ROM x � I � �l THENCE NORTH 40°37'07" ALSO EAST 2�9.32 FEET MORE OR LESS TO THETRUE POINT OF
DR �� G NC
BEGINNING, SAID POINT BEING THE NORTHWEST CORNER OF THAT CERTAIN TRACT CONVEYED TO
-
+ LARRY MANSUR AND DARLENE M. MANSUR, HIS WIFE BY 7EED RECORDED UNDER RECORDING NO.
V O
1
l 5266574, HEREINAFTER REFERRED TO A5 THE MANSUR TRACT;
�0 44685
SCALE: 1 "= 60' 147 039065 THENCE EASTERLY ALONG THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF SAID
�W
GISTEg�� ~tip
�s`SIONAL
60 a 60 120 SEERS, ROBERT MANSUR TRACT TO THE WEST LINE OF THAT CERTAIN TRACT CONVEYED TO MILES HALL El ' DEED
RECORDED UN DER RECORDING NO.5477205 HEREINAFTER REFERRED TO AS THE HALL TRACT;
,) THENCE NORTH 003731" WEST ALONG THE WEST LINE OF SAID HALL TRACT AND THE NORTHERLY
PROLONGATION THEREDF TO A POINT WHICH BEARS NORTH 40037'07" EAST FROM THE TRUE POINT
1 /2" REBAR 3c CAP OF BEGINNING, SAID POINT ALSO BEING THE NORTHWEST CIORNER OF THAT CERTAIN TRACT
p
.LS 10708 7 � f _ _ - _ _ _ _, _ _ _ _ CONVEYED TO OR A PAUL BROWN BY DEED RECORDED UNDER RECORDING NO. 7206230368:
C\2
�
y., a. W & 0.3' N OF : N89'06'20'W I THENCE SOUTH 40037'07" WEST TO THE TRUE POINT OF BEGINNING.
�
Z
CALCULATED CORNER 1 o I
O
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.cn
1421039047
� . -S BLUE FY. LLC 0 PARCEL 'B' APN: 1121039087
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O
w
W
�{ (PER FIDELITY NATION TITLE INSURANCE COMPANY GUARANTEE NO. 611137382TX, DATED JULY 27,
hi89138207N
�
p
�' '�
a20.00, 2016)
`� THAT aORTION OF GOVERNMENT LOT 2, SECTION 14, TONNSHIP 21 NORTH, RANGE 3 EAST, W.M.; IN
D
a
o,oa l I I
PARCEL `B` 0 KING COUNT`!, WASHINGTON, DESCRIBED AS FOLLOWS:
z
z �
Z
BEGINNING AT THE SOUTHWEST CORNEA OF SAID GOVERNMENT LOT 2;
l
E-
ON H
w
, THENCE NORTH 097'31" WEST 785.1 FEET;
1
PARCEL C r
�
Q
� E
THENCE SOUTH 89°12'18" WEST 30D FEET TO THE TRUE POINT OF BEGINNING;
O W
E-
' 1421439048 I y THENCE SOUTH 89°12'18" WEST 95 FEET;
x
Q
S BLUE SKY LLC THENCE NORTH 003731" WEST TO THE SOUTHERLY LINE OF A TRACT CONVEYED TO HENRY'
o R. SPE]DEN BY DEED RECORDED UNDER RECORDING NO.6444915;
'C' 1/2' R
P.O.B. PARCEL OB THENCE NORTH 40°37'07" EAST ALONG SAID SOUTHERLY LINE TO A POII~I- WHICH BEARS
"-i
w CC
S,Op' __�. l_ }�r _ NORTH 003731" WEST =RQM THE TRUE :'QINT OF BEGINNING;
200_00'
, _�__sN89'a8'20"W ,�_ THENCE SOUTH 0°37'31" EAST OF THE TRUE PONT OF BEGINNING.
N89'06'20�w 195.00' - �;---�
O
„rr A P.O.B. PARCEL '8' -- SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
co
142t 039061 �
0 1�ALL, SHIRLEY PARCEL'C' APN: 421Q39069
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ROADWAY EASEMENT
PER AFAI 5255501 25 I (PER FIDELITY NATION TITLE INSURANCE COMPANY GUARANTEE NO. 61113 738 1 TX, DATED JULY 27,
�Q O
2016)
Q;
I ROAD EASEMENIT PER EAST LINE Or THE Sw THAT PORTION OF GOVERNMENT LOT 2, SECTION 14, TON NSHIP 21 NORTH, RANGE 3 EAST, W.M.; .IN
AFN 5477205 QUAR-Eli SECTION �4
�
KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
O
f N89'06'20'Y 251.75' 1 - _ ^ — BEGINNING AT THE SOUTHEAST CORNER Of SAID GOVERNMENT LOT;
r
W
1421039054 , 14211039060 -� THENCE NORTH 0°3731" WEST, 785.1 FEET;
LEE, JANG & TRACY MYRA. LYNDA ;� THENCE SOUTH 89°12`18" WEST, 200 FEET TO THE TRUE POINT OF BEGINNING;
W �
rf f - - -
� SOUTH 89012'18"
r THENCE WEST, 100 FEET;
tI
o THENCE NORTH 003731" WEST, 200 FEET;
r + THENCE NORTH 89012'18" EAST, 80 FEET;
�
W
THENCE SOUTH 0°37 341 EAST, 100 FEE-;
i THENCE NORTH 89012'18" EAST, 20 FEET;
THENCE SOUTH 0037'31" EAST, 100 FEET TO THE TRUE POINT OF BEGINNING;
O
O
EXCEPT ANY PORTION -HEREOF LYING N ORTHW ESTERLY OF A LINE BEGINNING ON THE
SOUTHWESTERLY LINEOF SAID GOVERNMENT LOT 2 AT A POINT
for SOUTH 45°47'42" FAST, 651.03 FEET FROM THE ;NEST LINE OF SAID GOVERNMENT LOT;
,
�
LEGEND AND RUNNING THENCE NORTH 40"37'07" EAST, 1158.91 FEET TO A POINT ON THE NORTH LINE OF
SAID GOVERNMENT LO-, DISTANT NORTH 89°40'45" EASE, 1225.47 FEET FROM THE NORTHNEST
'A'
P.O.C. PARCEL (D CALCULATED MONUMENT POSITION l � CORNER OF SAID GOVERNMENT LOT.
� w
` q FOUND REBAR AS NOTED
SE CORNER GOVERNIVEN SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
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Q
0 SET 1 /2- REBAR & CAP, BATTEY 30425 LOT 2 CALCULATEI} FRO
PLAT OF CRANDE VIST ,
BO:)K 236, PC 72-7
ME_f7gQD OF SURVEY AND RELD
14r7/
EoOIPME�vT UT7L1�ED_'
CONVENTIONAL FIELD TRAVERSE METHODS
BASF OF BEARING 0PUZING A TRIABLE S5 -OR S6 TOIAL
STATION) AND GP5 RTK ROVER METHOD7LOGY
NAD 83111 WASHINGTON WORTH ZONE ESTABLISHED
USING GPS RTK ROVER CONTRAINED TO THE THIS SURPEY aOaPTIES WTH ALL
STANDARDS A RiO GUIDEL NVFS Of' rHE
WASHINGTON STATE REFERENCE NETWORK (WSRN) SURVEY RECORDING ACT" CHAP7ER INDEX: IN THE SE 1 /4 OF THE
SW 1/4, SEC 14, TWP 21 N,
DEVELOPMENT, LLC
RGE 3 E, W-Mr
35001 NE 147TH Ave
Ya WA, 98675
AUDITOR'S CERTIFICATE
SURVEYOR'S CERTIFICATE
RECORD O F SURVEY
L.ARSON
6
(30) 0) 263-4873
FILED Falb RECORD THIS DAY OF
THIS MAP CORREC LY REPRESENTS A SURVEY MADE BY
FOR
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
AND ASSOCIATES
20 AT M., IN BOOK_ OF AT PAGE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT
THE REQUEST OF THOMAS E BATTEY IN AUGUST,
'--�f
PAT R I C K I C H E LLE HENRY
SHEET OF %
AT THE REQUEST OF THOMAS E BATTEY.
OC
AF#20190913900003 VOL 411 P 54
°' 9- FOR SIGNATURE SEE AUDITOR
FILE #20190913900003
DRAWN 8Y: MTP 0,4i•F: 8/27f2019 .Iae ��'a. 9224
CITY STAMP LOCATION
RECORDING DATE: 9/13/2019
THOMAS E. BATTEY, P.L.S. DATE
-
COUNTY AUCITOR
CERTIFICATE NO. 30425
-..-.. ... .- . -
CHECKED BY. TEEI S'CAL�E: 1' = 60' SHEET
1 OF r
V
30 60
HORIZ. SCALE:
'Al 16z M_U� Z! 14
aL1.21 - - - - -
A� I/„ - Property
( : 9069
441 -
- 1 00 S F
1
�\ - _ 533
539
_ Ili
� Property 9087 p y :
I _ CREEK �-20;082 SF) - - -
REFERENCE POINT -� - .D SRERSES INTO
\A r
OFN,E,S,AND W -��` 5- ET
PHOTOGRAPHS
LAKEHAVEN
SEWER DISTR CT
EX 10" G RAV
SWR IN 15'
546
428
EL 240.85'
- = 522
roperty : 9 3 - =
( 3�774 SF I'll, ill , 476
rr'il����\�
8
2 /�llill�\� 744
i
8
-- 449
XEL24 ' XEL25
450
20 /\
1
i
553
420
d '
vU�o L 50.08'
EX SAN SEWER 251.75'
MANHOLES
WIDTH RIES /
EX SEWE ESMT TO PL (LHSD)
AS REC RDED ON DASH POINTE
PLAT OL178 P4
CREEK
DISAPPEARS
UNDERGROUND
4432
�1
TiYi=•Y•Y•Y•Y•'•Y•Y•T �tu�:.•�•�a
�• �Y � -•►Y �Y �Y �Y =T��Y •Y !►Y a�.
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11
lJI1'i#1\�
SITE BOUNDARY
1� 1ff
womr
TOPOGRAPHIC SURVEY
NGVD29 NAV83 Washington South (4062) Foot
NOT SHOWN - ALL ELEVATION SHOTS
KEY GROUND ELEV SHOTS = X EL XXX.XX
Row \
LI-VW-
EOP
33303
33303
I
I
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0
4306 <
EOP M
�TT
�V
EL 'C0 1 2 E 4R�
N ( Ato
)
20 ' 0
I /
GRAVEL ROAD (P)
ROADWAY EASEMENT 21
PER AFN 5255501
i
ROAD EASEMENT PER
AFN 5477205
Z
0/1
O
G
L 278.5'
X EL 81.3n
J
�EL 277.2'1
t-X EL 269.9
E 69.56' ILV`
9
EXTG WA ER-1
METER B X
TREE INVENTORY
ID# TREE SIZE TYPE UNITS COMMENT
419
TRD
14"
ALDER
2
Retain
420
TRD
10"
MAPLE
1.5
Retain
421
TRD
14"
ALDER
2
Retain
422
TRD
20"
ALDER
2.5
Retain
424
TRD
24"
ALDER
2.5
Retain
425
TRD
26"
ALDER
3
Retain
427
TRD
12"
MAPLE
1.5
Retain
428
TRD
10"
MAPLE
1.5
Retain
429
TRD
20"
ALDER
2.5
Retain
430
TRD
29"
ALDER
3
Retain
432
THE
8"
DF
1.5
Retain
433
TRD
12"
ALDER
1.5
Retain
434
TRD
14"
ALDER
2
Retain
435
TRD
16"
ALDER
2
Retain
436
TRD
12"
ALDER
1.5
Retain
437
TRD
10"
ALDER
1.5
Retain
438
TRD
24"
ALDER
2.5
Retain
439
TRD
20"
ALDER
2.5
Retain
440
TRD
10"
ALDER
1.5
Retain
441
TRD
11"
ALDER
1.5
Retain
442
TRD
10"
ALDER
1.5
Retain
443
TRD
9"
ALDER
1.5
Retain
444
TRD
10"
ALDER
1.5
Retain
445
TRD
14"
ALDER
2
Retain
446
TRD
12"
ALDER
1.5
Retain
447
TRD
14"
ALDER
2
Retain
448
TRD
20"
ALDER
2.5
Retain
449
TRD
16"
ALDER
2
Retain
450
TRD
16"
ALDER
2
Retain
453
TRD
14"
ALDER
2
Retain
454
TRD
14"
ALDER
2
Retain
455
ITIRD
14"
IALDER
2
Retain
456
TRD
10"
ALDER
1.5
Retain
457
TRD
10"
ALDER
1.5
Retain
458
TRD
9"
ALDER
1.5
Retain
459
TRD
8"
ALDER
1.5
Retain
460
TRD
18"
ALDER
2
Retain
461
TRD
16"
ALDER
2
Retain
463
TRD
9"
ALDER
1.5
Remove/RD
464
TRD
9"
ALDER
1.5
Remove/RD
465
TRD
15"
ALDER
2
Remove/RD
466
TRD
13"
ALDER
2
Remove/RD
467
TRD
15"
ALDER
2
Remove/RD
468
TRD
13"
ALDER
2
Remove/RD
469
TRD
15"
ALDER
2
Remove/RD
470
TRD
44"
ALDER
3
Remove/RD
471
TRD
15"
ALDER
2
Remove/RD
472
TRD
22"
ALDER
2.5
Remove/RD
473
TRD
19"
ALDER
2.5
Remove/RD
474
TRD
22"
ALDER
2.5
Remove/RD
475
TRD
12"
ALDER
1.5
Retain
476
THE
30"
CEDAR
3
Retain
510
TRD
22"
ALDER
2.5
Retain
511
TRD
10"
ALDER
1.5
Retain
512
TRD
13"
ALDER
2
Remove/RD
513
TRD
15"
ALDER
2
Retain
514
TRD
9"
ALDER
1.5
Retain
515
TRD
9"
ALDER
1.5
Retain
516
TRD
12"
ALDER
1.5
Retain
517
TRD
11"
ALDER
1.5
Retain
518
TRD
14"
ALDER
2
Retain
519
TRD
29"
ALDER
3
Retain
520
THE
24"
DF
2.5
Retain
521
THE
24"
DF
2.5
Retain
522
TRD
16"
ALDER
2
Retain
528
TRD
13"
ALDER
2
Retain
529
TRD
20"
ALDER
2.5
Retain
530
TRD
30"
MAPLE
3
Retain
531
THE
12"
DF
1.5
Retain
532
TRD
20"
ALDER
2.5
Retain
533
TRD
12"
ALDER
1.5
Retain
535
THE
33"
CEDAR
3
Retain
539
THE
12"
DF
1.5
Retain
540
TRD
24"
ALDER
2.5
Retain
541
THE
36"
DF
3
Retain
542
TRD
13"
ALDER
2
Retain
543
TRD
12"
ALDER
1.5
Retain
544
THE
35"
DF
3
Retain
545
ITRD
12"
ICHERRY
0
Non-native
546
TRD
11"
ALDER
1.5
Retain
547
TRD
12"
ALDER
1.5
Retain
548
THE
12"
DF
1.5
Retain
549
TRD
14"
ALDER
2
Retain
550
TRD
20"
ALDER
2.5
Retain
551
TRD
14"
ALDER
2
Retain
552
TRD
17"
ALDER
2
Retain
553
TRD
24"
ALDER
2.5
Retain
718
TRD
26"
ALDER
2.5
Retain
TOTAL EXTG TREE UNITS
176
TREES TO BE REMOVED
27.5
REMAINING TREE UNITS
148.5
RETAINED TREES PER LOT:
LOT -9043 = 114.5 U nits
LOT -9087 = 21 Units
LOT -9069) = 8.5 Units
TRD=DECIDUOUS, ALDER = RED ALDER
TRE=EVERGREEN, DF = DOUG FIR
MAPLE = BIG LEAF MAPLE
TREES LESS THAN 6" DIA NOT INVENTORIED
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DEVELOPMENT, LLC
35001 NE 147TH Ave
Yacolt, WA, 98675
(360) 263-4873
SHEET OF
CITY STAMP LOCATION
0 20 40
HORIZ. SCALE:
1 "=20'
NO TES:
-A7T-houses s�iall have fire springers due to limited access
Trees and shrubs to be removed along south line of driveway
for paved roa-�
-Square-footage a house shown is th-e footprin-t includin-g the
main floor and garage. All houses will have a two car garage
and will be two stories tall. Building profiles and site plans for
individual _lots to be submitted at the time of building
application.- \\,
Finished floor elevations a��lanned as follova�with stepped
oundations for min. ground disturbance.
SLOT: 9043: FFE 249.50
/ LOT. 9087: FFE 252.00
LOT. 9069: FFE 252.50
I
ronerty 904
(3P,744 SF)
\ �P i 0' W 12P R/AT
/""I\\ EWE--,M,,ASEMENT IN
s
W,
i O r
1
429
;3;:.
P.
.
548
�450
2%
580-S F
P
FAV F� P�`)kLL TH _ 1486 SF III
TS R LP .M
-- 544 /
419 / 25
Willi 553
420
�!j��ll\ JOES CREEK
51
rROCC 1 II
i
m/i oi/i
NNW
/ WETLAND
206
441
NATURAL DISCHARGE
LOCTION OF DRAINAGE
HOYT RD - PUBLIC ROW
SEE SHEET 4
\ NO CONSTRUCTION ALLOWED
WITIHIN THE WETLAND OR CREEK
\ SENSITIVE AREAS SHALL BE PROTECTED DURING
29 � � CONSTRUCTION. TREE PROTECTION AND EROSION CONTROL
AND SEDIMENT POLLUTION PREVENTION BMPS SHALL BE IN
PLACE PRIOR TO ANY LAND DISTURBANCE.
ALL ROOF DRAINAGE AND ONSITE PAVEMENT SHALL BE
� DIRECTED TO THE NVFP FOR FLOW CONTROL AND WATER
— — — QUALITY. SEE TIR REPORT FOR DRAINAGE BRS?N-=A7LS.
9069 I NATURALLY VEGETATED AREAS SHOWN TO BE PROTECTED BY
Property
I i�80n0 c�� 1 COVENANT FOR OWNER RESPONSIBILITY.
i
Property : 9087
—(2� Z,os2 s
[5 CREEK DISPERSES WIT
Ak
1300 SF EIR
(,)
539
IR
NATURAL
__ _ __ VEGETATICPI
I I I I IFL,1 I I=1 I I=1-1 1-1 1 I 1 I„
GRASS
J1563 S,
470 SF
4o
i
� N ' 2.5 %
834 SF
718 SF
1392 SF
333R PL P)
PROP 25' ROAD AND
UTILITY EASEMENT W
20'WIDE PVMT STRIP
530 SF
DESCRIPTION
TYPE
AREA (SF)
METHOD/BMP
Pavement (onsite, max
PGIS
4939
FULL DISPERSION/BMP T5.30
20-ft wide)
Pavement (offsite, 10-
PGIS
1900
STRIP (SHEET FLOW)
ft wide strip)
DISPERSION
/BMP T5.12
LOT -9043 - SFR
Non-PGIS
1486
FULL DISPERSION/BMP T5.30
LOT-9087 - SFR
Non-PGIS
1300
FULL DISPERSION/BMP T5.30
LOT-9069 - SFR
Non-PGIS
1563
FULL DISPERSION/BMP T5.30
LOT-9043 -Lawn
PG PS
1500
SIMPLE DETENTION
POND/KCSWDM Chapter 5.1.7
LOT-9087- Lawn
PG PS
900
SIMPLE DETENTION
POND/KCSWDM Chapter 5.1.7
LOT-9069 - Lawn
PG PS
1500
SIMPLE DETENTION
POND/KCSWDM Chapter 5.1.7
FA
SETBACK LINE
5' SIDE/BAC K
15' FRONT
TYPICAL OF 3 LO
'N 1900 SF
0
EX 15' ROAD AND UTILITY
ESMT PER AFN#5477205
I
D
EDGE OF EX PAVEMENT = I rn
(TYP) � I cn
I �
EX 25' ROAQ AND UTILITY
ESMT PER AFN#5255501
0
Ni
17 7' LO
C-0,
333RD PL (P) ' o
PROP 10' WIDE PAVED D/W STRIP
TOTAL DISCHARGE AREA = 761826 SF 1.76 AC)
DISCHARGE AREA 1- NORTH AND WEST OF CREEK = 401858 SF
(0.94 AC/FORESTED AREA TO BE RETAINED ) DISCHARGE AREA 2- SOUTH AND EAST OF CREEK - -
35, 968 SF
(0.83 AC/PREVIOUSLY CLEARED WITH PRIOR OCCUPANCIES)
W AS'�
DR N
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35001 NE 147TH Ave
Yacolt, WA, 98675
(360) 263-4873
SHEET 4 of 7
CITY STAMP LOCATION
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20'WIDE PVMT STRIP
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NATURAL DISCHARGE
LOCTION OF DRAINAGE
HOYT RD - PUBLIC ROW
SEE SHEET 4
SENSITIVE AREAS SHALL BE PROTECTED DURING
I CONSTRUCTION. TREE PROTECTION AND EROSION CONTROL
AND SEDIMENT POLLUTION PREVENTION BMPS SHALL BE IN
PLACE PRIOR TO ANY LAND DISTURBANCE.
SEE STANDARD DETAIL ON SHEET 7 FOR SITE EROSION
CONTROL PLAN FOR SINGLE FAMILY CONSTRUCTION..
Property. 9069 -1
DETAILED EROSION CONTROL PLANS FOR SINGLE FAMILY
\�III I CONSTRUCTION TO BE SUBMITTED WITH BUILDING APPLICATION.
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533'
539 �III SEE STD EROSION CONTROL NOTES AND DETAILS ON SHEET 7.
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15' FRONT
TYPICAL OF 3 LOTS
110
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EX 15' ROAD AND UTILITY �
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PAVED DRIVEWAY SHALL REALIGN EXISTING GRAVEL ROADWAY ALONG EXISTING GRADE
WITH MINIMAL CUT AND FILL TO ALLOW FOR PROPER DRAINAGE.
APPROX AREA = 61050 SF
CUT 37 CY FILL 0 CY
CUT MATERIALS WILL BE USED ONSITE FOR GARAGE LIPS
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35001 NE 147TH Ave
Yacolt, WA, 98675
(360) 263-4873
SHEET OF
CITY STAMP LOCATION
Y
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EX SAI\I MH
RIM 257.45' / °o /,
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NOTES:
-EACH LOT TO HAVE A PRIVATE
GRINDER PUMP. DETAILED
LOCATIONS TO BE SUBMITTED WITH
EACH BUILDING APPLICATION
.E-ONE SIMPLEX GRINDER PUMP
MODEL WH 101.
-10' MIN SEPARATION BETWEEN
WATER AND SEWER LINES
_ -THE SEWER LINE SHALL BE DIRECT
O BORED.
I� -POWER IS OVERHEAD ON POLE ON
� LOT 9043 SHOWN ON EX
. � CONDITIONS PLAN.
G
IX
PUBLIC WATER MAIN
`//TACOMA WATER
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(2) PROP METER BOXES
BORING PIT � — TO BE INSTALLED
M RL (PO BY TACOMA WATER
LOCATION
(3) 1-INCH WATER SERVICE
EX ROAD A D UTILITY
LINES IN COMMON TRENCH I 1 O' W TER S�RV CE
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POINT ELEVATIONS 46
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DEVELOPMENT, LLC
35001 NE 147TH Ave
Yacolt, WA, 98675
(360) 263-4873
SHEET of
CITY STAMP LOCATION
Y
SINGLE FAMILY EROSION CONTROL NOTES:
1. A TESC PLAN SHALL BE IN PLACE WITH MEASURES INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE King County Surface Water Design Manual (KCSWDM� AND
Federal Way Revised Code (FWRC).
2. PRIOR TO ANY CLEARING OR GRADING, SILT FENDING SHALL BE INSTALLED DOWNSLOPE
OF ALL AREAS TO BE DISTURBED.
3. PRIOR TO ANY CLEARING OR GRADING, DOWNSTREAM STORM DRAIN INLET PROTECTION
SHALL BE INSTALLED PER THE KCSWDM.
4. PRIOR TO ANY DELIVERY OF MATERIALS OR CONSTRUCTION OF ANY KIND, A STABILIZED
CONSTRUCTION ENTRANCE SHALL BE INSTALLED. THE ENTRANCE SHALL BE A MINIMUM
TEN BY TEN FEET IN AREA, WITH TWO TO FOUR INCH QUARRY SPALLS ONE FOOT
DEEP.
5. TEMPORARY AND PERMANENT COVER MEASURES SHALL BE PROVIDED TO PROTECT
DISTURBED AREAS. TEMPORARY COVER SHALL BE INSTALLED IF A DISTURBED AREA IS
TO REMAIN UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON (MAY
1 —SEPT 30) OF FOR MORE THAN TWO DAYS DURING THE WET SEASON (OCT 1 —APR
30). DURING THE WET SEASON, SLOPES AND STOCKPILES 3h:1 v OR STEEPER AND WITH
MORE THAN TEN FEET OF VERTICAL RELIEF SHALL BE COVERED IF THEY ARE TO
REMAIN UNWORKED FOR MORE THAN 12 HOURS.
6. COVER METHODS INCLUDE MULCH, EROSION NETS/BLANKETS, PLASTIC COVERING, AND
SODDING.
7. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED PRIOR TO
ANY CLEARING OR GRADING DURING AND AT THE COMPLETION OF THE PROJECT.
EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION
TO INSURE NO SEDIMENT IS LEAVING THE SITE.
8. A 'STOP WORK ORDER' MAY BE ISSUED IF AT ANYTIME IN THE OPINION OF THE
EROSION CONTROL INSPECTOR, TEMPORARY EROSION CONTROL MEASURES ARE NOT
INSTALLED, INSTALLED INCORRECTLY, OR ARE IN NEED OF REPAIR. A REINSPECTION FEE
WILL BE CHARGED IF A REINSPECTION IS NECESSARY.
FULL DISPERSION — DOWNSPOUTS C2.1 B
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RIGID PERFORATED
PIPE, 4" MIN. DIA.
3/4" TO 1-1/2"
WASHED
DRAIN ROCK
TRENCH SECTION
NTS
EDGE OF
/
i I UNDISTURBED
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NATIVE ;
VEGETATION i
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SMALL CATCH
BASIN OR YARD
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FOR A 200-FT NVFS 11
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PLAN VIEW OF ROOF MIN. 6" DIA
NTS RIGID PIPE
SINGLE FAMILY TYPICAL EROSION CONTROL PLAN
LEAVE IN NATURAL
VEGETATION AS BUFFER
UNTIL PERMANENT
LANDSCAPING
DISTURBED
SOILS
COVERED
WITH
STRAW
TO
STABILIZE
THE
SITE
50—FT NOTCHED GRADE BOARD
NOTCHED/
GRADE BOARD
2" X 2" NOTCHES
18" O.C.*
MIN. 100-11`T-LONG il� �
NVFS~�
-_-_-_---- I
GALVANIZED
50' SEPARATION BETWEE
BOLTS
FLOWPATH StGMENTS,
PX�
I
TRENCHES\/�
10-FOOT-LONG
IIIDISPERSION
TRENCH`
2 xDE,
NATIVE VEGETATED ��_�
GRAES
FLOWPATH SEGMENT
BOARD
(NVFS)
100 FEET MINIMUM
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4" X 4"
SUPPORT
<_15% SLOPE
POST
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50-FOOT-LONG
DISPERSION TRENCH
WITH NOTCH BOARD
SEE FIGURE C.2.1.D
PLAN
NTS
NTS
END CAP OR PLUG
CLEAN OUT WYE FROM PIPE
MIN 6" PERFORATED PIPE
LAID FLAT/LEVEL
-.TYPE I CB W/SOLID
COVER (LOCKING)
A
INFLUENT PIPE (MAX DESIGN
FLOW <0.5 CFS PER TRENCH)
UNDISTURBED SOIL
TYPICAL
FLOW
ROUTES
TYPICAL
BUILDING
\
DEBRIS/TRASH
COLLECTION AND
CONTAINMENT AREA
CONCRETE WASTE
COLLECTION BASIN
333RD PLACE (PRIVATE)
COMPLETED ROADWAY
TYPICAL
DRIVEWAY
0 0°OODo0
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0
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r STOCKPILE COVERED
WITH PLASTIC, STAKED
^ AND TIED DOWN
DETAIL E-1.23
DISTURBED SOIL
RELATED TO
CONSTRUCTION
SILT FENCING
A
O °0
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0
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STABILIZED CONSTRUCTION ACCESS
MINIMUM 20 FEET IN LENGTH
PLAN VIEW
EX 48" _
MANHOLE
PLUG
UPRIGHT
TEE 1
90DEG
BENDS
lo
W =
SANITARY SEWER DETAIL
LPS CONNECTION TO MANHOLE
ALL PIPES AND JOINTS SHALL BE CONSTRUCTED OF MATERIALS
APPROVED FOR FORCE MAIN CONSTRUCTION. ALL JOINTS, PIPES,
AND ANCHORS SHALL BE DESIGNED TO HANDLE THE PRESSURES
AND FORCES GENERATED BY THE FLOW.
TONING WIRE
0
1-1/4" HDPE DR 11
PRESSURE SEWER MAIN
INSTALL CONNECTION TO
MANHOLE W RUBBER
BOOT
DISCHARGE PIPE
(LENGTH AS REVD)
SECURE ASSEMBLY TO WALL W/ MIN
1-1/2" 16GA 316 SS STRAPS AT EACH
JOINT SECTION, USING 1 -1 /4"x4" LG 316 SS
EXPANSION ANCHORS W/ FASTENERS OR BY
INSTALLING STRAPS INTO CONCRETE WHEN
FORMING BENCH FOR A NEW MANHOLE
EXTEND DISCHARGE PIPE TO OUTLET OF
MANHOLE. INSTALL SO THAT THE SPRINGLINE
OF THE PRESSURE MAIN OUTLET IS NO
LOWER THAN THE SPRINGLINE OF THE
MANHOLE OUTLET
FLOW TO SECOND
DISPERSAL TRENCH T MIN BERM
IF NECESSARY TOP WIDTH
TYPE I CB ii
W/SOLID
COVER
FULL DISPERSION — SHEET FLOW
EDGE OF
UNDISTURBED NATIVE
CLEAN OUT WYE FROM PIPE CRUSHED ROCK STRIP II VEGETATION
i
2-FT WIDE Ii
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I
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CB'S AS NECESSARY
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rr ------,'NATIVE VEGETATED �rr,�rrrr
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WIDTH 25 FT FOR.
rr.} rrrrrrr -rrr rrrr
_, (NVFS)
rrr rr rrrr rrr rr r
— — r
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A 100-FT NVFS I
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rr }-rrrrrrrrrrrrrrr- rr
rr.1-- —rrrrr r rr rr rrr. --rrr r
...........................V
r r r r r r r r r r r r r r — r r r
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1
I WIDTH <_ 50 FT FOR
.:...I...A200-FT
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20%MAX,
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--
rrZrrrrrrrr Lrrrr
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r r.�+r r r r r r r r ° r r r r r..�f- r r r r
rr,+.rrrrrrrr<_15/oSLOPErrrrrr rrrr
*
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......I' .................
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r r r r r r r r r r r r r r r r r r r r r rr r r r r
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SEESECTION 6.2.6.1, OPTION A FOR
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i.
............................
rr —rrrrrrrrrr rrrr
rr + rrrrrrrrrrr- — — — — — — — — rrr
rr'Y -rrrrrrrrrr fi rrrrrrrrrrrrr
NOTCH DIMENSIONS AND SPACING
I
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rrZ-----------Z--------Grrrr
:
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rr —rrrrrrrrrr rrrrrrrri rrrr
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FILTER FABRIC TRENCH LINER
CLEAN (<5% FINES)
4" - 1 !"WASHED ROCK
MIN 6" PERFORATED PIPE LAID FLAT
NOTES:
1. THIS TRENCH SHALL BE CONSTRUCTED TO
PREVENT POINT DISCHARGE AND/OR EROSION.
2. TRENCHES MAY BE PLACED NO CLOSER THAN
50 FEET TO ONE ANOTHER (100 FEET ALONG
FLOWLINE).
3. TRENCH AND GRADE BOARD MUST BE LEVEL.
ALIGN TO FOLLOW CONTOURS OF SITE.
4. SUPPORT POST SPACING AS REQUIRED BY SOIL
CONDITIONS TO ENSURE GRADE BOARD
REMAINS LEVEL.
5. 15% MAX UNLESS OTHERWISE EVALUATED AND
APPROVED, SEE SECTION C.2.1.1
PLAN VIEW
NTS
SIMPLE DETENTION 5.1.7
r► 0
c c
FLOW
A SPREADER
MAX. SIDE
(TYP.)
NTS
GRASS TYPICAL OF CATCH BASIN
ALL DISTURBED AREAS GRATE
COMPACTED
EARTHEN BERM
10" HIGH BERM n 10" HIGH BERM
J
CAP WITH J \ J ALL SLOPES 3:1
4" PVC PIPE
DRILLED OR FLATTER
NATURAL GROUND LINE
SMALL
CATCH BASIN
ORIFICENOTCHED
2" x 10" BY 8'
LONG SPREADER BOARD
SPILLWAY 6"
LOWER
THAN BERM
COMPACTED
3 EARTHEN
1 ///\\\\\//\\//\\//\\//\\\//\\\/j\\\//\\\//\\\//\\\/ // MATERIAL
PVC OUTLET PIPE
SECTION B-B
NTS
END OF BOARD
EMBEDDED I'
COMPACTED INTO BERM
EARTHEN
MATERIAL
8' BOARD 2" X 10"
BOTTOM EMBEDDED 6"
INTO THE GROUND
I I FLOW SPREADER
ALL SLOPES 3:1 OR FLATTER
SECTION C-C
NTS
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DEVELOPMENT, LLC
35001 NE 147TH Ave
Yacolt, WA, 98675
(360) 263-4873
SHEET 7 of
CITY STAMP LOCATION