|
CONSTRUCTION NOTES FIN. OF W 1/2 SE 1/4 OF SEC 14.TWP 28N. R4E W.1v1.
<br /> i II i Lr______ III PROJECT INFORMATION m
<br /> O CONC. DRIVEWAY PER COE S . DET. 315 �- _I 1 !l' OWNER/APPLICANT: PACIFIC RIDGE HOMES
<br /> L
<br /> OMATCH GRADE AT BACK OF SIDEWALK AND I TOP 56i.1(3.0) ADDRESS: 9502 18TH AVENEUE W, UNIT 0
<br /> PROVIDE SMOOTH TRANSITION I CUT ROCKERY, COMPLETED 1
<br /> UNDER SEPARATE PERMIT. I 560 (2° TOP 559.E HOUSING MODEL NO.: LENNON - ELEVATION B
<br /> OSIMULATED PROPERTY LINES FOR SETBACK TOE 557.6
<br /> PURPOSES ONLY - PROJECT DESCRIPTION: z z
<br /> CIVIL SITE PLAN IN SUPPORT OF BUILDING PERMIT FOR A s
<br /> O 4 BUILDING FOOTPRINTAL 10' MIN. (TYP.) I "I:i� � to
<br /> WORKS PERMETS�PW220ME ASSOCIATED WITH ry
<br /> 0RODE OVERHANG 556 �' o; 017 AND PW2211 021. o
<br /> i eseL (TYP.)
<br /> r / 1 LEGAL DESCRIPTION:
<br /> 0CLEARING LIMITS J - - - - - - -1 TBD %, LAY-
<br /> TYP.) 3 556
<br /> O7 12" STORM MAIN r; •
<br /> ! 30' # ��°E W"s1fi p�
<br /> 1 t -� - 5'1 --��`� Ito' MIN. ROW TAX PARCEL ID � �
<br /> I I 11.3'_ �, TBD
<br /> I6• �� O ,-,5,p,C544944,,,C)Fc'
<br /> O8 6" ROOF DRAIN SYSTEM PROPOSED�DJA N. �T y' 1 _!h��UNIT 11sss• 1 � � PARKING CALCULATIONS: Fss,��„AL�i� �J
<br /> O9 ROOF DRAIN CLEANOUT; IE PER PLAN DWELLING (TYP.) I P SG=555.6 `c I1 # OF SPACES REQUIRED = 2
<br /> (Typ) I k # OF SPACES PROVIDED = 2 (DRIVEWAY)
<br /> 08" SEWER MAIN I
<br /> 4 I I 1
<br /> (�.)© I I IE=52.6 O9 I; o SIMULATED LOT AREA: 3,889 SF
<br /> 11 6" PVC SIDE SEWER N=335613.86 I I r �s` 111.5'z `D I
<br /> E=1290983.57 I 51 L` 6, I o 1 BUILDING COVERAGE: 1,372 SF (35%)
<br /> 12 SIDE SEWER CLEANOUT; IE PER PLAN - _-__ _ _ J
<br /> ��-� T IE=55Q.9� I i 01 4�'� IMPERVIOUS AREA: 1,688 SF (43%) z
<br /> 13 8" WATER MAIN (I- - , ) OIE=5$2.3L7L _—� o,
<br /> lam) a °�Z <w 556 QUANTIFIED SURFACE AREAS:
<br /> 14 3/4" OR 1" PROPOSED WATER METER �I N TOTAL PROPOSED ROOF AREA = 1,372 SF
<br /> I . W I TOTAL PROPOSED OTHER HARD SURFACES = 316 SF "
<br /> LEGEND 15' W7R. ESMT. -13._ L_-_ I _ POLLUTION GENERATING = 316
<br /> -i=_ i t5 NON-POLLUTING GENERATING = 0 Fw-
<br /> r, t- 1-- TOTAL PROPOSED LAWN AND LANDSCAPING = 2,201 SF z
<br /> �'— ��'4D'a ' N8752'37"W 148.93'. ' '� TOTAL PROPOSED (ROOF & OTHER) SURFACES = 1 688 SF 0 SIMULATED LOT LINE I � �— - - O_- �
<br /> _LL__`_ 1-40o PRIV r- - ti
<br /> __(PRIVATE)_) _ TOTAL LAND-DISTURBING ACT1 VI11ES = 1,192 SF ,-
<br /> TYPE 1 SD CATCH BASIN - �, igiagaisign. ESMT. -- --- '---- --co z z
<br /> TYPE 2 SD CATCH BASIN ,- 1c) (TYP.)
<br /> 1 14' +' E o EE
<br /> STORM DRAIN *ACT L11VE1(T1P.) I Q a
<br /> 0
<br /> _ '
<br /> ROOF LEADER DRAIN NOTE: --
<br /> CLIENT
<br /> • STORM CLEANOUT 1. PRIOR TO ANY FOUNDATION CONSTRUCTION, CONTRACTOR
<br /> SHALL VERIFY ALL DIMENSION SHOWN ON THIS DRAWING PACIFIC RIDGE HOMES
<br /> 17921 BOTHELL-EVERETT HWY
<br /> C5. 8" SEWER MAIN WITH THE SELECTED BUILDING DESIGN. IN CASE OF BOTHE«w098012
<br /> DISCREPANCIES, CONTRACTOR TO NOTIFY THE ENGINEER. BUILDING HEIGHT CALCULATIONS:
<br /> SEWER CLEANOUT
<br /> 2. SPOT ELEVATIONS SHOWN HAVE BEEN INTERPOLATED FROM A = 555.65
<br /> 8" WATER MAIN THE APPROVED SITE WIDE GRADING PLANS. SPOT B = 556.19 C P H
<br /> ELEVATIONS SHOWN ARE A GENERAL GRADING GUIDE. REFER C = 555.65
<br /> WATER METER TO THE DETAILED SITE GRADING PRIOR TO CONSTRUCTION. D = 555.65 CONSULTANTS
<br /> Pk Eng'neen
<br /> A VG. ELEV. = 555.79' ape hlledve Land o f.r
<br /> 3. PRIOR TO START OF WORK, CONTRACTOR SHALL BE (40' v5�
<br /> ROCKERY WALL MAX. ALLOWED ELEV. = 595.79 ALLOWED) ,�S�,rw�,�,�•ve,•,,,,,c,
<br /> FAMILIAR WITH THIS PLAN, CITY OF EVERETT PUBLIC WORKS HIGHEST POINT OF THE SIDEWALK = 556.49 "elltcpw" al.l 1p""I
<br /> w..,.c onconr„uanic.com
<br /> MSE WALL PERMIT APPROVED PLANS UNDER PERMIT NO. PW2211-017 FFE = SG+0.5' = 556.29 , FR°'E`T"0132-21-023
<br /> AND NO. PW2211-021, AND VERIFY EXACT LOCATION AND ACTUAL ELEVATION = 584.38 DRAWING
<br /> 8�1 DEPTHS OF UTILITIES. HEIGHT OF STRUCTURE = 28'-8 1/4"
<br /> 0 20 40 1
<br /> '.below. _ PLAN IN FEET SHEET 1 OF 1
<br /> Call e,Ioe you djy. co ,3 ce«.�.,du,n„Lm a a..a«..,or��+c zo ..
<br />
|