|
Permit#: B1910-034
<br /> in
<br /> Site Address: 2610 VIEWCREST AVE
<br /> SS Owner: MCCANN JOSEPH F&SAW L
<br /> SS Tenant: [TenName)
<br /> FOUND CASED CON. MON. W/ CB RIM=373.57 / //// /// SS ©
<br /> ''' 1 - 1/4" BRASS DISK W/TACK I N 1 E 8" RCP(SE)=371 .57 SSMH RIM---,373.21
<br /> App.Date: 10/21/2019
<br /> Proposed Use: NEW SFR
<br /> t ���� � �'� '� � 3 Description: NEW SFR
<br /> 1- WASHER STAMPED "LS 4956". IE 8" PVC(W)=359. 41
<br /> DOWN 0.40'. VISITED 5-8- 19. - � - IE 8" PVC E =359.31 RES T '� N 88°55'46" E 834. 70' O \E R Reviewed By: �'�� Date:V!EC . . .
<br /> - - - - - - - JOSEPH 4 SALLI MGGAN ' ©ffice Set Job Site Set Fire/Planning Set
<br /> = _ _ _ - - - - - - - - - - - - - - - - - -7-716 -15RD PL NE
<br /> •
<br /> 325.90'
<br /> MARYSV I LLE, Y�IA X8270
<br /> :, o_ PHONE: (206)-77cf-2000
<br /> CB RIM=374. 06 SD _ - , , . oM �o "�Zoo�W�o
<br /> o IE 8" RCP NW =370.56 e� " • •, ••• • �•.• .' • • t • + ! CONCRETE CURB" 4 ,o. JOEMc�HMELEG.G W ��� �}
<br /> �l : - - 4 , ' ' ® • • 4 . N • . • CONCRETE WALK ' _�°omJ��aNW
<br /> ( ) z-,_tnw
<br /> IE 12" CMP(E)=370.21 Q� • . •' . • . . �. r • •• • CLC)V)0oaa Jott . , . �' •, . . y , I . - • L__=GAL
<br /> SR I T I OI = v-w -a o„,
<br /> r-1 • • • • • ' \ M, , -• , w� l 7�IV1 / 12'-0" / 2'-�" ao 0 H¢V W i-o Q Z d
<br /> 1 mi
<br /> • . .. TPM. VENUTEm,T,„ m
<br /> PP =► •� �� wao���,TPM, _ _ ._PPM- - - •- _ LOT 4, KENILY'IORTH HILLS NO.50 �=W��WZ'� ' PPM- ��Zo �Zz�1-• •, I
<br /> N 88°55'46" E 80.00 _ F o =a-az
<br /> ® iIT ADDRESS L,ctw- 0,a�00 ,,,,
<br /> :::_: • td W w (nw J• PROPOSED 12 Ww w a o wj -'i • • • NU��HOWN=v=iQ�r= . PERM BLB 26XX VIEY�IREST VEzQ JW• . • • . ' • I _ PAVER `T. 1EVERETT, Y1A �fS205 ���aWa�Uo=oZ( V -
<br /> t-wF-J o z z Z'--
<br /> wC)I- w\ i., w= wt,'-,~ S '-•
<br /> ® ()) to `��6Q�oQw� �oO0t ioCD
<br /> ' ' '(f---.
<br /> . • - GL- \ EER
<br /> nr
<br /> • . • • ------20' SETBACK "' OO�I54800000400 Cly I®a� , I `�'� T:3-16 -� fd a I 8:376 IZO\ Ia\ I--' C� '4C In z
<br /> l t STACKED WBLOCK WALL IL7V_r • '� 10'-3" 55'-q" - i {,� 14'-O"` R-SJ H•
<br /> ::
<br /> 4 •. .:' ' 1 I \ _ 13:376o X 3
<br /> r I-
<br /> ®• ® I \\ - LOT ,4REA:LOT C/OVEAG-
<br /> 12.5v0 0.
<br /> • •
<br /> ® I, 00 S E „, to
<br /> 0
<br /> ■. sC? Iv it�: .iHOUSE/GARAGE AREA: 5,25 S.E. = o. ,
<br /> o In
<br /> • cs' - . . � . �� GOV D ENTRY AREA: 112 S.E. w• • ,� •
<br /> . /T:3-ra. _ I '-O" `' G0V'D PATIO AREA: 615 S.E. co® 1q'-o" - '. Iq' I 0 TOTAL AREA: 3,�i64 S.E. 0 Lo LO
<br /> ff • /• • I � �• Z15' 83`16 ,' Z�� 51 �I % � TWX4 • ! N >! _ ;I` \ �i �n MAX. ALLOYED = 35.00 % wN 0
<br /> • •• • ' I P VIO�� REA• RESI LENGE Nd
<br /> 1 ® I j RIDGE: 406.34 880 - .• • I411111114 --i'aN
<br /> • \ MAIN: 38`1.6-t2. 33'� ,I LOTAREA: 12,500 5.�.• n 2�f \\ LOWE' . 316.53 `' I4-8 �! ROOFOVERHANGAREA: 4,565 5.1-.
<br /> %/ o - ' "� q(1/
<br /> HOUSE PORH PA O S.E.
<br /> I< -{ ; �j / TIO AREA:
<br /> / ° i _ o #2602 GONG. DRIVE/V�IALK AREA: 2,180 S.F.
<br /> / I 12
<br /> 1 <� I /1 • PERMEABLE DRIVE AREA 1,025 S.F.
<br /> / I .
<br />•
<br /> / z 1 - - - 5 I TOTAL AREA 68 S E
<br /> V I I ` 2�.3 ' �`,- . z
<br /> / v 4.5' II 1'• �/
<br /> 00734800000300 :: __
<br /> / I g 1382`
<br /> HOUSE ,
<br /> 8.5' ENTRY I _1
<br /> I.
<br /> CD
<br /> 2618 '/- • 6i_ I0-T G
<br /> I IMPERMEABLE 501E / ' +4 MAX. HT.
<br /> 6 ZONE OF QUARRY SPALLS ■
<br /> -I t- _ I Y, - 5-1-1.00
<br /> (-)
<br /> I OR FLATTER I I I�✓.I •�' 14 5' ROCKER
<br /> 2 `r / �- 17a0
<br /> ' TYP. B - 580.80
<br /> 60 III' / 8� 584.60
<br /> ��• II; DENSE NATURAL SOILS •
<br /> D - 581 .50
<br /> , �`. /� 6 6
<br /> •'. I 1=1 I F �.
<br /> LI I
<br /> •e+ III-
<br /> ki.)
<br /> <. _ _ - - • :D 1525. 0 / 4 580.88 BASE ELEV.
<br /> I 382 \ + =
<br /> 1-
<br /> -'17:-:..-:.,::,!.:=...:.f,,:.::-:-,-----__SLOPE AS NECESSARY
<br /> 28 TO HIGH RIDGE4OS.cl8 MAX. RIDGE.
<br /> r' FOR STABILITY DURING .I II V
<br /> H ----■� e ` Ilr CONSTRUCTION • • • • • 1
<br /> '��_ II�� II \
<br /> `'I- ' FILTER FABRIC IF ONLY .• •• _ . -I. . I' \ Additional Permits Are Required
<br /> 11W51.....*:'
<br /> : " ': ' SPALLS ARE USED AS DRAINAGE t � �ForThisPro'eot70lncfude: CONCRETEWENCASE® ELECTR®®Ey24 •MIN BACKFILL : '3 II, \ (UFER GROUND) REQUIRED -J
<br /> _ I : - PROPOSED '' PER NEC 250.50
<br /> FINISH I WELL GRADED SAND AND GRAVEL MAX. Ia O.H. [p I� Plumbing [� Sprinkler
<br /> :_}•1- SIMILAR TO 1x84 wSDOT STANDARD CONCRETE (INSPECTED AT FOOTINGS) _
<br /> GRADE/ I' SPECIFICATION ci-03.12 (2) NO VENTED GAR GE • ' .� I� T:384 - 0 Fire Alarm
<br /> 12" MIN GRAVEL BACKFILL FOR WALLS PARKING PSD:. Mechanical
<br /> '' C�: �-� BLOCKING HI SLAB: 384.33 42 I. 8.382
<br /> El electrical ( n
<br /> MINIMUM 6" DIAMETER THIS WALL 42 LO SLAB: 384.00 O . " "
<br /> B r•-•
<br /> / - -
<br /> PERFORATED DRAIN PIPE WITH A Benchmark h Required On Site D
<br /> .4:z
<br /> SUITABLE OUTLET
<br /> �r� aVF-Ivr2 'S I I�-� `0 Verify Approved ��.1211►1 Height
<br /> GRADING AND DRAINAGE CO
<br /> 384 . •• • • Y �P �' pavisions a
<br /> ROCKERY MINIMUM PLACE ROCK ON FIRM UNDISTURBED
<br /> shall b.. made for the control and drainage of surface
<br /> HEIGHT (H) ROCK WIDTH (B) SOILS OR COMPACTED FILL \N ii-ki 1n I--6a-]- - requiY> water around
<br /> buildings by: gutters, drain lines, inlets and catch
<br /> . . .
<br /> IN FEET IN FEET S �(, ,5';�frler&--►ire, e S V basins or other necessar draina�
<br /> ,,,, . . . • • . . .
<br /> Y gee structures and shall be instal E d
<br /> < 5 I-I/2 I S reg U�, erf&r-v ConS-1- -I-1 - _ where storm water disposal cannot be obtainedwithout i.
<br /> witheir use :r
<br /> 5-1 2 / where erosion cannot be prevented b fin'
<br /> -10 3
<br /> }}-
<br /> 14:
<br /> ll/2S shall r 11-to s II t b I _
<br /> I 1 0 Y I h grad•ng and plantin=
<br /> Dry well shall no e installed in areas where the soil i
<br /> s not wel
<br /> e R drained r
<br /> ai
<br /> Ma II P n
<br /> U rn 1 ALM e
<br /> s�
<br /> da
<br /> f r
<br /> ROCK � -� I
<br /> ERY c I d
<br /> 0
<br /> GeG r
<br /> o
<br /> � porous.
<br /> 1 s.
<br /> P
<br /> �/ IV iVlr,{il�S 20' SETBACK \
<br /> v
<br /> i - , X SCALE: NOT TO SCALE 45I-0"
<br /> J 5-0 30'-0" - 2. Grading shall be provided to insure: '�
<br /> I 21.5" 2 \\\\�` i
<br /> X
<br /> \ / (a) Diversion of water away from buildings.
<br /> I D__
<br /> q 1 0 (b) Prevention of standing water and soil satur
<br /> _________----)".> '
<br /> arson detrimental
<br /> \3� 3f i, I \\ %/%j O 1 3� P to structures and lot use.
<br /> DESIGNED BY: DATE:
<br /> I (c) That natural drainage channels or basins are not blocked or GP 201q
<br /> # - a a ori / » _ - filled. DRAWN BY:
<br /> O
<br /> DATE:
<br /> (j/ /�" / 24 3 _ ► 8�� (d) Previsions for the disposal of water from a lot. AG 10/11/Ig
<br /> s \// F 86 F dei Fro ection of adjoining property, /
<br /> a a. �..s./\/, o
<br /> ..,,,,,,,,, 1 ,
<br /> tL z a _ _ �, _ _ - PROJECT MANAGER:
<br /> • p \\ , NO SLOPE® TOP OF _ ®
<br /> i...� r o fY. a - WOO
<br /> / CONDITISIMILAR L- L - ._ CHARLES PATTON
<br /> X (e' a.4° a a � � �. \\• ° 5 �- - AIN REVISED BY: DATE:
<br /> 3 ‹ �x - 4a . • R . /� \ PN 88557\'4\-----6c-----" 80.00 ®d .,_ �,�'
<br /> r : / roof trusses to be design ..
<br />•
<br /> O 4 v . 4O . . 4 •,v• •\ \ 18" and drawing prepared by
<br /> •i�.�/\ APPROVED a State licensed structural OTHER E UIPME TEARAP UR AND
<br /> y�.� OTHER EQUIPMENT OR APPURTENANCES
<br /> 1 1 COURSES a / //� PLANNING & COMMUNITY en ineer. MAY NOT BE LOCATED IN THE FRONT
<br /> L I g AND SIDE SETBACKS. PROPANE TANKS
<br /> ,; ir TOTAL a 4 •AA*:r �\ \ DEVELOPMENT DEPT. - REQUIRE ADDITIONAL PERMITS ISSUED ��
<br /> a ��' i�r \ FILL AREA
<br /> LATERAL BY: DATE:
<br /> 4 a o i ,... /\ BY L BY THE EVERETT FIRE DEPARTMENT MEI 10/I/Iq
<br /> Nytb
<br /> \ \ PRIOR TO INSTALLATION.
<br /> r.,� . -d "i� \\\/\\i DAT �� > �,6(26 \ LATERAL JOB NUMBER:
<br /> = a , . . - .° .�: // //. / OIq-4qq
<br /> a
<br /> IF BUILDING IS NOT POSITIONED AS
<br /> INDICATED ON APPROVED SITE PLAN,
<br /> r•�
<br /> AO
<br /> most\ t
<br /> 4"P/G TIGHT LINE
<br /> 0.44.440
<br /> .,•2i..f.:,,...,
<br /> 3 \\/\\/\\/\\/ • 40-iiitaroit \/ DRAIN STORM GB
<br /> . . A ''' SI
<br /> FLAN
<br /> ANEW SITE PLAN SHALL BE SUBMIT
<br /> \ \ \ ,\/
<br /> \/\/ • TED, NO FURTHER INSPECTIONS WILL
<br /> OV-
<br /> i\ /\\\/ //V\ / ' '`\ \ \ • F6 MIN.BASE MATERIAL
<br /> A I 5
<br /> x//i�/A///\//\///\/ FOR FOUNDATION SCALE: 1" = 10'-O" I I REVISED SITE PLAN HAS BEEN APADE ON THIS PROJECT L THE
<br /> 0 IO 20 ED BY THE BUILDING-PUBLIC WORKS
<br /> WALL DESIGN PER KEYSTONE RET WALL SYSTEMS DEPTS.
<br /> USE KEYSTONE STANDARD BLOCK (8"Hx18"11x21.5"D)
<br /> STACK BLOCK WAIL.
<br /> It is owners responsibility to flstabl stl end-.:
<br /> id oh
<br /> �::.-.
<br /> ANW WOODINVILLE OFFICE
<br /> JOB NUMBER:
<br /> SCALE: I/2" = I'-O" I c1O 15-1
<br /> X
<br />
|