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HomeMy WebLinkAbout20-104505_HENRY-MOORE REASONABLE USE PLAN SET_12-4-2020_v10 0140 33 00320 GIL) I 1 107 Z3 4 13 2 C112 �I ti. X330 32 21 0 3 b� 4631 CZ VICINITY MAP 3,021 PROJECT LOCAT 00 e3305 a g� � 2 r : �3 3�q9 1412 9066 OP440 02'QQ j. TRCTk TR CT WIF N 86 TR-J 225 9 r_, up T R- I �i 3,3 303 -�— 0 0 io �; 33 +u ; 633325 4 90ul co 5,50 9R -% � )4t :7 04412 3J3142-5 r16- 6 �► 0% T-1 90 7 l� a L* jf3 IS 6: 1 J3 N "-a Q� C 3-ti:k30 --A 33175 �33185012�3316O� 0\ i 3-23 I ;j ,�� 3� 32 Qs 1 * 0 0 3301 0V ' 0�.333 _7EDL � 3312 61 01� tti 333 �. T��' i C- i -C!1. 333 11 004-4 31 �Il 3 3 ra .il 01 33408 33 3 3 7� 6 0 1' 3 07 - i 3 18 �3 3 4.0'.3 fit f 31417 , . �3 3423 —3 3 4 r�l 5 04 81A_ So C) 4403 ,t, i - - � e AW&C X_ DEVELOPMENT, LLC 35001 NE 147th Avenue Yacolt, Washington 98675 Ph: (360) 263-4873 Email: P.M.Development@outlook.com 46 L PRELIMINARY W F NCY 5 10NAL 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 a 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 zo w 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. W 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 30 60 HORIZ. SCALE: 'd tz M_U� Z! 14 aL1.21 - - - - - - Property ( : 9069 - - / - = 531- i% 441 - - - 1 00 S F 1 533 -� � 539 "'411111 Nil Property 9087 I _ CREEK �-20;082 SF) - - - REFERENCE POINT -\ - D SRERSES INTO \A r OF N, E, S, AND W -�\s 5 - ET PHOTOGRAPHS LAKEHAVEN SEWER DISTR CT EX 10" G RAV SWR IN 15' 546 428 roperty : 9 3 - = 476 (3t,-774 S F 8 2 i�44 7 XEL24 251,57 450 i y 20 1 5 --419 553 420 vU�o L 50.08' EX SAN SEWER 251.75' MANHOLES WIDTH VARIES / EX SEWE ESMT TO PL (LHSD) AS REC RDED ON DASH POINTE PLAT OL178 P4 CREEK DISAPPEARS UNDERGROUND 4432 EL 240.85' SITE BOUNDARY vv EL 254.99' ATER SV �\ 7 . TOPOGRAPHIC SURVEY NGVD29 NAV83 Washington South (4062) Foot NOT SHOWN - ALL ELEVATION SHOTS KEY GROUND ELEV SHOTS = X EL XXX.XX Row \ LI-3111111110- EOP 33303 33303 I W 0 4306 < EOP M 0 1 2 E 4R� N ( A ) 40 i2 0 co I / GRAVEL ROAD (P) ROADWAY EASEMENT 21 PER AFN 5255501 ROAD EASEMENT PER AFN 5477205 Z 0/1 O G L 278.5' X EL 81.3n J �EL 277.2'1 EL 269.9 31 E 69.56' ILV` 9 EXTG WA ER l 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 ITIRD 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 TRD 14" ALDER 2 Retain 456 TRD 10" ALDER 1.5 Retain 457 TRD 10" ALDER 1.5 Retain 458 JTRD 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 2.51 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 TRD 12" CHERRY 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 TRD=DECIDUOUS, ALDER = RED ALDER TRE=EVERGREEN, DF = DOUG FIR MAPLE = BIG LEAF MAPLE TREES LESS THAN 6" DIA NOT INVENTORIED �\'�E E . A/ �� OF WR NC Ash,J 7i z V 0 44685 cy ol DNA 7) O_ (D o� W O co W Q w o U N - ° W E- Q f2t� 04 F4 x Q w Cy� � o cc w M O m� w O C) 7� � W V �..n O W � W W Q 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 V 0 .� 44685 w oIONAL U) z O o O M O w � � z � ��z o E-A �W Q Q o w x>Q w cy-) cc W M � � o W o � w 71 O o� o � � DEVELOPMENT, LLC 35001 NE 147TH Ave Yacolt, WA, 98675 (360) 263-4873 SHEET 4 of 7 CITY STAMP LOCATION 0 20 40 HORIZ. SCALE: 1 "=20' I/ ro ert : 904 p y 0 0/_\\RRRl72:i pp ;1111ilj ��� g III �I�i =� a I� II ,`\ CPP _ 0' WfbE2,PR1VAT /III\ r l W E„ EAS EN E NT I N FAV 10 \ALL THEE TS R LPS MAIN 544 / 419 25 553 / 420 �jI �\�� JOES CREEK CLEARING LIMITS 3250 SF SILT FENCE oncz / P2C WETLAND 441 — l CLEARING LIMITS 2800 SF PROP 25' ROA AND UTILITY EASE ENT W 20'WIDE PVMT STRIP r 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. ij% ,�\ \III�G 533' 539 �III SEE STD EROSION CONTROL NOTES AND DETAILS ON SHEET 7. �/%5,10 N \s -I 1SILT FENCE 522 i476 i OTECT � , EE 521 — CLEARING LIMITS 3150 SF ITFOR 435 LF 1-1 /4„LOW PRESSURE SEWER MIAN SETBACK LINE 5' SIDE/BACK CC) 15' FRONT TYPICAL OF 3 LOTS 110 I EDGE OF EX PAVEMENT (TYP) EX 25' ROAFAFN#5255501 AND UTILITY ESMT PER 17 7' I I o � N � 1 I i EX 15' ROAD AND UTILITY � ESMT PER AFN#5477205 � 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 r��E E . h� of WA&4h ' DR _\G \ 0V 0 44685 �C� 10NAL�E���'� U) 0 o 0 U) o Q z O U Z Q o w E- x � Q w � CQ O 00 � � o O C ) 1� wC/I � o � W � � �4 U w Q �w A/ DEVELOPMENT, LLC 35001 NE 147TH Ave Yacolt, WA, 98675 (360) 263-4873 SHEET OF CITY STAMP LOCATION Y _ _ _ I. 0 f �0 — 8 — — — — — — — — — — — — — \ Aoful.z_SCALE. _—.....— ——..—.....—. — — — — /—..—..I I— — .. — .. — .. — . — — — Property . 9069 I - j— — . . 7— . . — _EX-LFiSDS-EWER _- - -I. -_-_ -fi - ESMT 1-5' VVIDE I — L Property : 9087 -I — ER DASH POI NTE -PLAT _ _ __#VL178P4 I -_ _-_- _ roperty : 9043 — �Q -7 LPS ISOLATIO P OP 10PRIVATE - I' /VALVE (TYP) EX 10 GRAVITY _ �- SEWER ES-MT�N SEWER IN ESMT/ S ORCE MAIN 0ZK E LAKEHAVEN SEWER FAVO"FALL B E W MIN. 4 UNDER I� DISTRICT THREE LOTS / I I I II EX SAI\I MH RIM 257.45' / °o /, 1-1/4" HDPE LPS , � CONNECT TO ED EX SEWER MH PER DETAIL SHEET 7 / PRIVATE RCE•MAIN 445 LF 1-1/4 DPE LPS — ---WITH I RE - J 0.. Z N co co U) 3: 27 �J EL 277.43' SVMON /GPS SVMONF X SCALE IN FEET 0 20 40 'tS�SETBA -25' WIDEOAD AND UTILITY ASEMENT 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 s 1--� � I ._ (1) EXTG METER BOX (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 M � ESTAF#5477205 AND AINT SM PER A #820 = 503 4 V� JOES CREEK WATER AND SEWER PLAN � SIGHT TRIANGLE 43RD AVE TO HOYT RD POINT ELEVATIONS 46 45 /(TYP) SVMAG /SVMAGF EL 281.301 0 Ap SI\N x � SVMAG HOYT R TER OF RONN — - CEN N� � OF N ww'-1- T AGE �RPVESIN 309' LINE OF SIGH T I 802 HOYT 14.5 To e,,'� AVE SW (P) EDGE OF EL 277.20 %III\\\�� NOTE: CLEAR UNDERBRUSH AND LIMB FIR /,/// II ��� �►i EDGE OF PAVEI ENT TREES ON E LINE WHERE HOYT ROAD AND �rrll, 801 � 43RD CONNECT. 59 � EL 278.50 � 43RDTOHOYT 0 290' LINE p OF SIGH T W Q VERTICAL DATUM NA V83 WASH 4 62 FT E E . h, DRCID Vil o 44685 w� IONAL�F'���'� NC 0 0 o � w Q u r o N ° z x�Q ct C) P4 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 � t�? RIGID PERFORATED PIPE, 4" MIN. DIA. 3/4" TO 1-1/2" WASHED DRAIN ROCK TRENCH SECTION NTS EDGE OF / i I UNDISTURBED I I NATIVE ; VEGETATION i I I I I � I I I SMALL CATCH BASIN OR YARD I DRAIN I � I I I I I I <- 1,400 SQ FT FOR A 100-FT NVFS I I <_ 2,800 SQ FT FOR A 200-FT NVFS I I 1 � I I TYPE 1 I CB I I I / I / I I II <_ 5,000 SQ FT I FOR A 100-FT NVFS I <_ 10,000 SQ FT 11 FOR A 200-FT NVFS 11 I � I I I I � I I I I I / / I I 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 -----���������z�r� 4" X 4" SUPPORT <_15% SLOPE POST I-� -- I / I I / I / I I I I I / 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 OC�) O 0 0 0 0 0 o O r STOCKPILE COVERED WITH PLASTIC, STAKED ^ AND TIED DOWN DETAIL E-1.23 DISTURBED SOIL RELATED TO CONSTRUCTION SILT FENCING A O °0 o O d. 0 O o° ° O O 0°0 ° 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 I I I I I I I FLOW TO OTHER BRANCHING I I I I r r r r r r r r r —rrrrrrr"+-rrrrr � rr rr.•r.rrr rrrr r,--.rrrrr CB'S AS NECESSARY I I................. ........... .I r r rrrrrrrrrr r.r-rrrrrrrrrr— --4 r rr rrrr---V—r rr r rrrrrrr.--I-------- rrrrr I-rrrrrrrrrr�rrrrrrrr I I. ............................. I ... r Irrrrr r .-1r - - - - r r r r r rrrr r r r r r r r �r r r r r r-- r r r r r r r r r r E 11 •, ,--, ,11 r r r r r rrrr r r r r r r r r rrr r rr ------,'NATIVE VEGETATED �rr,�rrrr ............... i rrrrrrr--:FLOWPATHSEGMENT rrrrrrr I.. I WIDTH 25 FT FOR. rr.} rrrrrrr -rrr rrrr _, (NVFS) rrr rr rrrr rrr rr r — — r rr.Lrrrrrrrrrrrl=-.-rrrrrrr.-4-rrr A 100-FT NVFS I .I. 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 r r r r r r - r r r r r - r r r r r r r r r r 1 I WIDTH <_ 50 FT FOR .:...I...A200-FT L-- l� .I rr--------------------- r--- 20%MAX, NVFS I ............................ rrr------------r -----rrrrrrr -- rrZrrrrrrrr Lrrrr SEE `Q �5 •• I ... -------- 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 * -� \�'\` FOR WATER QUALITY FACILITIES, j�//00/ .. I ............ ........... ... ......I' ................. r r.-r -- r r r r rrr rr �r r r r r r r r E r rrr 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 rrx----------- ,rrrrr--G---- I �rrrrrrrrl SEESECTION 6.2.6.1, OPTION A FOR � ..... i. ............................ rr —rrrrrrrrrr rrrr rr + rrrrrrrrrrr- — — — — — — — — rrr rr'Y -rrrrrrrrrr fi rrrrrrrrrrrrr NOTCH DIMENSIONS AND SPACING I I ............................ rrZ-----------Z--------Grrrr : I .......................... ..... ............................ rr —rrrrrrrrrr rrrrrrrri rrrr I I � � 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 �•� OF WASt., ' G NC vi 0 � 44685 w oANAL 0 CD ZO z W w U W Q E- N_ — Z W E- Q � � x � Q W C"D cn C� O W o0 �y �Q o� Q O ­!ll W `./ W O U � W � W Q W DEVELOPMENT, LLC 35001 NE 147TH Ave Yacolt, WA, 98675 (360) 263-4873 SHEET 7 of CITY STAMP LOCATION