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PROPOSED ALUMINUM VENT TO
REPLACE EXISTING VENT SIGNED. 04123110
EXISTING ANTENNAS C pNN
Uj PROPOSED INNER GUARDRAIL o*
Flo
EXISTING STAIR LIGHTING, TYP. z EXISTING ACCESS HATCH
SEE ELECTRICAL DRAWINGS FOR I PROPOSED OUTER GUARDRAIL
PROPOSED MODIFICATIONS. 44672
EXISTING ROOF i `` I°Iez
ACCESS LANDING ° '
SIGNED. 04123110
EXISTING BRACKETS, Y 1
DO NOT DISTURB � 0
� EXISTING SPIRAL
L
STAIRCASE AND RAIL ♦ . l
SWING GATE, /
SPRING TO CLOSE.
TYP OF 3 -- - - - - - — - - _I --
EXISTING INACTIVE ANTENNA
/ EXISTING CLEARWIRE N I
EXISTING SPIRAL STAIRS ANTENNA AND CONDUIT.
I h� EXISTING RESERVOIR --�-- —! !
DOME ROOF
EXISTING ANODE
PORT, TYP OF 10
PROPOSED ALUMINUM VENT TO o
"
REPLACE EXISTING VENT r 3-0 ANCHOR TIE-OFF POINT, TYP
TY/P y AT OUTER HANDRAIL VERTICAL
D 23' / PROPOSED INNER POSTS. SEE g FOR DETAILS O V
SO HANDRAIL
23' B O - _- -- — — — — — — — — -- O
e I O
J
a
I 107'-6" APPROX
TOTAL HEIGHT
'- XI RESERVOIR H
R7 0 E S EXISTINGSELL I
aA V
95'-10" TOTAL ►-� 7
SHELL HEIGHT Qry I�
PROPOSED OUTER
EXISTING ACTIVE ANTENNA Y•
� ~ �
R17'-4" HANDRAIL
TERMINATE PROPOSED {
GUARDRAIL AT EXISTING
R24 PROPOSED ELECTRICAL PANEL AND PROPOSED CABLE TRAY AND
'-O" COVER. SEE ELECTRICAL DRAWINGS SHROUD HEIGHT
/ OUTER SHELL FOR MORE INFORMATION. MATCH EXISTING (A PROX 2O
PLATFORM RAILING 5 O
o SEE DWG NO S03 FOR SUPPORT ---; T FT)
— — — — — -
DETAILS.
� I
EXISTING LADDER
ACCESS EXISTING CONDUIT SHROUD
I
EXISTING UPPER LANDING
AND GUARDRAIL EXISTING LOWER I EXISTING ELECTRICAL PANEL ENGINEERS
ACCESS LANDING I AND COVER. SEE ELECTRICAL PLANNERS
DRAWINGS FOR PANEL SCIENTISTS
MODIFICATIONS.
EXISTING ROOF ACCESS HATCH. PROPOSED VANDAL RH2 ENGINEERING,INC.
REPLACE ALL HATCH GASKETS TO SHIELD, SEE PROPOSED ELECTRICAL PANEL http://www,rh2.com
PROVIDE A WATERTIGHT SEAL WHEN EXISTING ELECTRICAL AND COVER. SEE ELECTRICAL mailbox@rh2.com 1.800.720.8052
HATCH IS CLOSED. PANEL AND COVER. SEE DRAWINGS FOR PANEL INFO.SEE DWG NO S03 FOR SUPPORT BELLSNGortAonlN 60.676.0836
454 Road
ELECTRICAL DRAWINGS
EXISTING LOWER ` FOR PROPOSED SEE
SHELL DETAILS. BOTHELL 425.951Z400
ACCESS LANDING AND MODIFICATIONS EXISTING PAVEMENT, 2" THICK ANCHORAGE I -- 12100 NE 195th Street, Suite 100
'
EAST
WENATCHEE a wim29oo
GUARD RAIL
it 300 Simon Street, Suite 5
NOTE:
- LOCATION AND DIMENSIONS OF EXISTING ��\�\�\�\�\�\�\� \�\ \ \ \ \ \ \ \ \ \ \ \ \�\�\�\�\�\�\�\�\�\�\�\�\�\�\�\ \ \ \�\�\�\�\� \�\�\�\�\�\�\�\�\�\i RICHLAND sos.94s.s I e I
RESERVOIR APPURTENANCES ARE APPROXIMATE. �/\\/\�/\\/\\/\�/\\/. /\\/\\/ . /\\/\\/\\/\\/\\/\\/\\ \/\\/\\/\\�\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \\/\\/\\�\\/\\/\\i\ /\\/\\/\\/\\i\\/\\/\\/\\�\\�\\i, 114 Columbia Point Drive, Suite C
CONTRACTOR TO VERIFY NECESSARY DIMENSIONS EXISTING ACCES� SILVERDALE aeo we.79so
PRIOR TO FABRICATION OF PROPOSED ITEMS. SUBGRADE HATCH, TYP OF'2 2021 NW Mhyre Rd, Suite 107
TACOMA 2s32"_'M59
RESERVOIR PLAN 621 Pacific Avenue Suite 104
A. = 1' RESERVOIR ELEVATION SCALE: KOO
SHOWN
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 48 DWG NO.
REVISED TO CONFORM ENGINEER:JMC Sol ff
TO CONSTRUCTION RECORDS REVIEWED:KLK f
I
DATE MAR 22, 2011 SHEET N0. I
03122111 CLIENT REN 02
R112 ENGINEERING INC'. DATE
REVISED TO CONFORM TO CONSTRUCTION RECORDS MWB CMR 03/22/11 JOB NO.: 109-062 709 I
NO. REVISION BY REVIEW DATE FILENAME:WHR—D—STR01
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