HomeMy WebLinkAboutP_Plan Set_Crown Castle_210602_v1.pdfINFINIGY
DRAWINGS ISSUED FOR:
DATE DESCRIPTIONREV.QA/QCDRAWN
SHEET NUMBER:
SHEET TITLE:
F R O M Z E R O IOT N F I IN G Y
the solutions are endless
T-1
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
REVISION:
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
PRELIMINARY REVIEWA03/10/21 PDTJB
B
100% ZONINGB PDJGB
BELLEVUE, WA 98004
04/06/21
CROWN CASTLE SITE:
831070 A-TEAM
2902 NE 12TH ST
RENTON, WA 98056
KING COUNTY
114'-0" MONOPINE
TITLE
SHEET
SHEET INDEX VICINITY MAP
CODE COMPLIANCEPROJECT DESCRIPTION
DESCRIPTIONSHEET
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY
THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THE LATEST EDITIONS OF THESE CODES.
Know what's below.
before you dig.Call
R
N
SITE
SITE ACQUISITION & PLANNING:
PROJECT TEAM
SITE INFORMATION
APPROVALS
AREA OF CONSTRUCTION: ±2500 SQ. FT.
TYPE OF CONSTRUCTION: II-B
PROPOSED USE: UNMANNED TELECOMMUNICATIONS
FACILITY
HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION. HANDICAPPED
ACCESS NOT REQUIRED.
CONSTRUCTION INFORMATION:
PROPERTY OWNER:
PROPERTY INFORMATION:
ARCHITECTURAL & ENGINEERING:THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE
DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH
CONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS
ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANY
CHANGES OR MODIFICATIONS THEY MAY IMPOSE.
OPS MANAGER
DEVELOPMENT MANAGER
CONSTRUCTION MANAGER
APPROVAL:
SITE ACQUISITION
SITE OWNER
PROJECT MANAGER
CONSTRUCTION MANAGER
RF ENGINEER
SIGNATURE:DATE:
REGULATORY REVIEW
PROJECT MANAGER
TOWER OPERATOR:
APPLICANT'S REPRESENTATIVE:
CONSTRUCTION MANAGEMENT:CARRIERDESIGN IS BASED ON: CROWN CASTLE APPLICATION ID 485664, REV. #0
SITE ADDRESS: 2902 NE 12TH ST
RENTON, WA 98056
COUNTY: KING
LATITUDE (NAD83): 47° 30' 13.92" N (47.503867°)
LONGITUDE (NAD83): 122° 10' 49.94" W (-122.180539°)
GROUND ELEVATION (NAVD88):±363.5' AMSL
JURISDICTION: CITY OF RENTON
APN: 7227802040
ZONING: R-14
OCCUPANCY CLASSIFICATION:U
LEGAL DESCRIPTION: SEE SHEET SV10
THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF AN
UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY
CROWN CASTLE IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK,
INCORPORATED IN THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR
CONSTRUCTION UNLESS STAMPED & SIGNED, & ACCOMPANIED BY A
PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND
MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER.
T-1 TITLE SHEET
SV1 - SV10
A-2
BOUNDARY MAPA-1
A-3
COMPANY: INFINIGY ENGINEERING, PLLC
CONTACT: PAUL DANNEBERG
PHONE: (206) 375-3798
E-MAIL: pdanneberg@infinigy.com
COMPANY: CROWN CASTLE USA, INC.
ADDRESS: 2055 S STEARMAN DR
CITY, STATE, ZIP: CHANDLER, AZ 85286
CONTACT: SALLY NATALINO
PHONE: (602) 845-1704
E-MAIL: sally.natalino@crowncastle.com
COMPANY: CROWN CASTLE USA, INC.
ADDRESS: 1505 WESTLAKE AVE N, SUITE 800
CITY, STATE, ZIP: SEATTLE, WA 98109
CONTACT: ADAM GLENN
PHONE: (509) 741-0568
E-MAIL: adam.glenn@crowncastle.com
1.2018 INTERNATIONAL BUILDING CODE
2.2018 INTERNATIONAL MECHANICAL CODE
3.2018 INTERNATIONAL FIRE CODE
4.2018 UNIFORM PLUMBING CODE
5.2020 NATIONAL ELECTRICAL CODE
6.2018 INTERNATIONAL FUEL GAS CODE
7.2018 INTERNATIONAL ENERGY CONSERVATION CODE
8.TIA-EIA-222-G OR LATEST EDITION
9.ASCE 7-16
10.NFPA 780 - LIGHTNING PROTECTION CODE
11.ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES,
MOST RECENT EDITION
12.LOCAL AMENDMENTS TO THE ABOVE, WHERE
APPLICABLE
13.CITY/COUNTY ORDINANCES
14.LIFE SAFETY CODE NFPA-101
OVERALL PARCEL EXHIBIT FOR: CROWN CASTLE
DRIVING DIRECTIONS FROM CROWN CASTLE LOCAL OFFICE (1505 WESTLAKE AVE N, SEATTLE, WA 98109): HEAD SOUTH ON DEXTER AVE N; TURN LEFT ONTO
MERCER ST; USE THE RIGHT 2 LANES TO TAKE THE RAMP TO I-5 S; KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR I-5 S AND MERGE ONTO I-5 S; MERGE
ONTO I-5 S; USE THE RIGHT 2 LANES TO TAKE EXIT 164 FOR I-90 E TOWARD BELLEVUE; CONTINUE ONTO I-90 E; KEEP LEFT AT THE FORK TO STAY ON I-90 E;
USE THE RIGHT 2 LANES TO TAKE EXIT 10A TO MERGE ONTO I-405 S TOWARD RENTON; TAKE EXIT 6 FOR NE 30TH ST; TURN LEFT ONTO N 30TH ST; CONTINUE
ONTO KENNEWICK PL NE; CONTINUE ONTO NE 27TH ST; NE 27TH ST TURNS SLIGHTLY RIGHT AND BECOMES EDMONDS AVE NE; TURN LEFT ONTO NE 12TH
ST; SITE WILL BE ON THE LEFT: 2902 NE 12TH ST, RENTON, WA 98056
C1 GENERALIZED UTILITIES, GRADING AND DRAINAGE CONTROL PLAN
SOUTHEAST & SOUTHWEST ELEVATIONS
ENLARGED SITE PLAN
COMPANY: LYNX CONSULTING
ADDRESS: 17311 135TH AVE NE SUITE A-100
CITY, STATE, ZIP: WOODINVILLE, WA 98072
CONTACT: JENNIFER TAYLOR
PHONE: (206) 228-2127
E-MAIL: jtaylor@lynxconsulting.org
COMPANY: HOUSING AUTHORITY OF THE CITY OF RENTON
ADDRESS: 2900 NE 10TH ST
CITY, STATE, ZIP: RENTON, WA 98056
L-1 TREE RETENTION / LANDSCAPE PLAN
OVERALL SITE PLANA-1.1
CROWN CASTLE PROPOSES TO CONSTRUCT AN UNMANNED
TELECOMMUNICATIONS FACILITY AS FOLLOWS:
TOWER SCOPE OF WORK:
·INSTALL A 114'-0" MONOPINE
GROUND SCOPE OF WORK:
·INSTALL A 6'-0" HIGH WOOD FENCE AND DOUBLE SWING ACCESS GATE
·INSTALL AN H-FRAME WITH UTILITY EQUIPMENT
SITE ADDRESS:
COUNTY: KING
JURISDICTION: CITY OF RENTON
LAT: 47° 30' 13.92" N LONG: 122° 10' 49.94" W
2902 NE 12TH ST
RENTON, WA 98056CROWN CASTLE SITE: 831070 A-TEAM
SITE TYPE: MONOPINE
TOWER HEIGHT: 114'-0"
COMPANY: CROWN CASTLE USA, INC.
ADDRESS: 1505 WESTLAKE AVE N, SUITE 800
CITY, STATE, ZIP: SEATTLE, WA 98109
NE 12TH ST
N E 1 3 T H S THARRINGTON AVE NEJEFFERSON AVE NEINDEX AVE NEHARRINGTON AVE NEJEFFERSON AVE NEDUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
X
SITE
NE 12TH ST
N E 1 3 T H S THARRINGTON AVE NEΔ
JEFFERSON AVE NEDUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
SEC. 04 TWP. 23N., RNG. 05 E., W.M.
Δ
Δ
INDEX AVE NEHARRINGTON AVE NEJEFFERSON AVE NEDUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
ASPHA
L
T
GATE
GRASS
BUILDING
GRAS
S
GRAS
S
GRASS
CONCRETE SIDEWALKCONCR
E
T
E
S
I
D
E
W
A
L
K
G
R
A
V
E
L
GRA
S
S
DUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
ASPHA
L
T
GATE
GRASS
CONCR
E
T
E
S
I
D
E
W
A
L
KGATESHEDSHEDGRAVELGRAVELGARAGE
BRUSH
G
R
A
V
E
L
GRA
S
S
ΔINDEX AVE NEJEFFERSON AVE NEDUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
BUILDINGASPHALTGRAV
E
L
GARAGEBUILDINGBRU
SH
BRUSHGRAVELΔ BRUSHJEFFERSON AVE NEINDEX AVE NEDUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
GATEG
A
T
EGATEG
A
T
E
G
A
T
E
CONC. S/WASPH.
CONC.
HOUSE
GRAVEL
CONC. SIDEWALKΔ
DIRT
DIRT
ASPH.
CONC.
Δ
BRUSH BRUSH AND
TREES
Δ JEFFERSON AVE NEIN
D
E
X
A
V
E NENE 16TH ST
DUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
G
A
T
E
G
A
T
E
CONC. S/WASPH.
CONC.
HOUSE
BRUSH
GRAVE
LHOUSE
HOUSEGATE
GATE
GATE
CONC. SIDEWALKΔ
DIRT
DIRTDIRT
ASPH.
CONC.
HARRINGTON AVE NEΔ
Δ
INDEX A
V
E
N
E
DUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
SHRUBSCONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHAL
T
P
A
R
K
I
N
G
L
O
T
NE 12TH ST
BUILDING
ASPHAL
T
P
A
R
K
I
N
G
L
O
T
LANDSC
A
P
I
N
G
GRASS
CONCRETE SIDEWALKDUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
SEC. 04 TWP. 23N., RNG. 05 E., W.M.
DUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
CROWNCASTLE
NE 12TH ST
N E 1 3 T H S THARRINGTON AVE NEINDEX AVE NEJEFFERSON AVE NE1
356789
10
2
11
12 13 14
15
16
17
18
19
20 21 22
23
24
25 26 27
28
4
29
30
31
32
33
34
35
36
37
DUNCANSON COMPANY, INC.
145 SW 155TH STREET, SUITE 102
SEATTLE, WA 98166
1 71.5'
2 90'
3
4
5
93'
96'
96'
6 95.5'
7 95'
8 83.5'
9 75.5'
10 85'
11 84'
12 82.5'
13 79.5'
14 65.5'
15
16
17
18
19 81.5'
20 94'
21 93.5'
22 102'
23 75'
24
25
26
27
28
29
65'
30
61.5'
31
61'
32
65.4'
33
78.5'
* TREES 1-14 AND 19-28 WERE SURVEYED WITH NIKON
FORESTRY PRO LASER RANGEFINDER / HYPSOMETER,
15-18 WERE ESTIMATED FROM GATHERED INFORMATION,
29-37 WERE SURVEYED WITH TOPCON TOTAL STATION.
34
57.6
35
47.7
36
41.1
37
41.1
40.0
45.4
60.8
56.8
44.9
40.0
40.0
30.0
40.0
Know what's
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F
ES
R EEINN
NW
IFASHO
UD
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
CROWN CASTLE 831070 - SUNSET
GENERALIZED UTILITIES, GRADING AND
DRAINAGE CONTROL PLAN
2902 NE 12TH ST
RENTON, WA 98056 CROWN_CASTLE_SUNSETCROWN_CASTLE_SUNSETAAANNNNNNNSHEET_NUMBERLUA: C:
A-NNNNNNN PR:OVERALL PARCEL PLAN
WORK AREA DETAIL
STATAEC
NONNNA
TOOG
TTDM
SONNNNNNNNNNNN.MMLDDOLROOAAAAAAAAAAAARRHHHHHHHHHHAA
RRRRRRRRRRRPGRPPNGGOENNIOOLALLNOOAA
EREEERRTEESTTISSGII DEEEGG
S
ORR
F
OO
ESS
FF
S
REE EEEEEERREEIGG NEEIIN
G
NW
IFAWWSHO
UNDUU
BOUNDARY MAP1 100'50'100'
22"x34" SCALE: 1" = 100'-0"
11"x17" SCALE: 1" = 200'-0"0'
INFINIGY
DRAWINGS ISSUED FOR:
DATE DESCRIPTIONREV.QA/QCDRAWN
SHEET NUMBER:
SHEET TITLE:
F R O M Z E R O IOT N F I IN G Y
the solutions are endless
A-1
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
REVISION:
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
PRELIMINARY REVIEWA03/10/21 PDTJB
B
100% ZONINGB PDJGB
BELLEVUE, WA 98004
04/06/21
CROWN CASTLE SITE:
831070 A-TEAM
2902 NE 12TH ST
RENTON, WA 98056
KING COUNTY
114'-0" MONOPINE
BOUNDARY
MAP
PROPOSED CROWN CASTLE
COMPOUND (SEE SHEET A-1.1)
SUBJECT PARCEL
APN: 7227802040
ZONING: R-14
APN:
7227801776
APN:
7227801655
APN:
7227801651
APN:
7227801645
APN:
7227801640
APN:
7227801635
APN:
7227801630
APN:
7227801625
APN:
7227801620
APN:
7227801615
APN:
7227801610
APN:
7227801605
APN:
7227801600
APN:
7227801590
APN:
7227801595APN:7227801586APN:7227801585APN:
7227801685
APN:
7227801690
APN:
7227801695 APN:
7227801700
APN:
7227801705
APN:
7227801710
APN:
7227801715
APN:
7227801720
APN:
7227801725
APN:
7227801730
APN:
7227801735
7227801742
7227801741
7227801740
APN:
7227801745
APN:
7227801750
APN:
7227801755
APN:
7227801760APN:7227801765APN:7227801770APN:
7227801575
APN:
7227801570
APN:
7227801565
APN:
7227801580
7227801581
7227801582
EXISTING TREES WITHIN GRAVEL
DRIVEWAY TO BE REMOVED (3 TOTAL)
EXISTING BRUSH WITHIN GRAVEL
DRIVEWAY TO BE REMOVED
EXISTING GRAVEL
DRIVEWAY
APN: 7227802041
ZONING: R-14
PROPOSED CROWN
CASTLE SITE ACCESS
INGRESS/EGRESS
PROPOSED 12'-0" WIDE DOUBLE
SWING ACCESS GATE TO
REPLACE EXISTING GATE
PROPOSED 20'-0" WIDE
GRAVEL DRIVEWAY
OVERALL SITE PLAN1 30'30'15'
22"x34" SCALE: 1" = 30'-0"
11"x17" SCALE: 1" = 60'-0"0'
INFINIGY
DRAWINGS ISSUED FOR:
DATE DESCRIPTIONREV.QA/QCDRAWN
SHEET NUMBER:
SHEET TITLE:
F R O M Z E R O IOT N F I IN G Y
the solutions are endless
A-1.1
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
REVISION:
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
PRELIMINARY REVIEWA03/10/21 PDTJB
B
100% ZONINGB PDJGB
BELLEVUE, WA 98004
04/06/21
CROWN CASTLE SITE:
831070 A-TEAM
2902 NE 12TH ST
RENTON, WA 98056
KING COUNTY
114'-0" MONOPINE
OVERALL
SITE PLAN
5
0
'
-
0
"75'-0"220'-0"50'-0"2
0
'
-
0
"
PROPOSED 12'-0" WIDE GRAVEL
ACCESS ROAD (±293 SQ. FT.)
EXISTING TREE, TYP.
EXISTING TREE
DRIP LINE, TYP.
EXISTING CHAIN
LINK FENCE, TYP.
EXISTING LIGHT POLE
EXISTING
GRASS
3
4
'
-
0
"
6
0
'
-
0
"50'-0"57'-11"
33'-10"195'-0"1
6
'
-
0
"
1
0
'
-
0
"
SUBJECT PARCEL
APN: 7227802040
ZONING: R-14
ADJACENT PARCEL
APN: 7227801776
ADJACENT PARCEL
APN: 7227801655
ADJACENT PARCEL
APN: 7227801651
ADJACENT PARCEL
APN: 7227801645
APN: 7227801640
ADJACENT PARCEL
APN: 7227801685
ADJACENT PARCEL
APN: 7227801690
ADJACENT PARCEL
APN: 7227801695
ADJACENT PARCEL
APN: 7227801700
ADJACENT PARCEL
APN: 7227801705
ADJACENT PARCEL
APN: 7227801710
ADJACENT PARCEL
APN: 7227801715
APN: 7227801720
EXISTING TREES WITHIN GRAVEL
DRIVEWAY TO BE REMOVED (3 TOTAL)
EXISTING BRUSH WITHIN GRAVEL
DRIVEWAY TO BE REMOVED
PROPOSED 12'-0" WIDE DOUBLE
SWING ACCESS GATE TO
REPLACE EXISTING GATE
PROPOSED CROWN CASTLE
34'-0"x50'-0" FENCED COMPOUND
W/ GRAVEL (±1,700 SQ. FT.)
WITHIN 50'-0"x50'-0" LEASE AREA
(±2,500 SQ. FT.) (SEE SHEET A-2)
ADJACE
N
T
P
A
R
C
E
L
A
P
N
:
7
2
2
7
8
0
2
0
4
1
EXISTING
BUILDING
EXISTING
BUILDING EAVE
ASPHALT
PARKING LOT
EXISTING EASEMENT
EXISTING CONCRETE
SIDEWALK
EXISTING TELCO PEDESTAL
EXISTING TELCO VAULT
EXISTING
TELCO
PEDESTAL
EXISTING PAD MOUNTED
TRANSFORMER
NE 12TH STHARRINGTON AVE NENE 1
3
T
H
S
T
JEFFERSON AVE NEHARRINGTON PL NEPROPOSED 20'-0" WIDE
GRAVEL DRIVEWAY
EXISTING PROPERTY
LINE, TYP.
SAWCUT EXISTING
CONCRETE SIDEWALK OVER
NEW GRAVEL DRIVEWAY
INFINIGY
DRAWINGS ISSUED FOR:
DATE DESCRIPTIONREV.QA/QCDRAWN
SHEET NUMBER:
SHEET TITLE:
F R O M Z E R O IOT N F I IN G Y
the solutions are endless
A-2
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
REVISION:
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
PRELIMINARY REVIEWA03/10/21 PDTJB
B
100% ZONINGB PDJGB
BELLEVUE, WA 98004
04/06/21
CROWN CASTLE SITE:
831070 A-TEAM
2902 NE 12TH ST
RENTON, WA 98056
KING COUNTY
114'-0" MONOPINE
ENLARGED
SITE PLAN
4'4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"2'0'ENLARGED SITE PLAN1 20'-0"AT&T LEASE AREA1'
-
0
"
1
5
'
-
0
"
A
T
&
T
L
E
A
S
E
A
R
E
A
5
0
'
-
0
"
C
R
OW
N
C
A
S
T
L
E
L
E
A
S
E
A
R
E
A 1'-0"50'-0"CROWN CASTLE LEASE AREA10'-0" T-MOBILE
LEASE AREA1
5
'
-
0
"
T-
M
O
B
I
L
E
L
E
A
S
E
A
R
E
A9'-0"3'
-
0
"50'-0"CROWN CASTLE FENCED COMPOUND
3
4
'
-
0
"
C
R
OW
N
C
A
S
T
L
E
F
E
N
C
E
D
C
O
M
P
O
U
N
D
1
0
'
-
0
"4'-0"25'-0"2
0
'
-
0
"
33'-10"
3
6
6
PROPOSED 12'-0" WIDE
GRAVEL ACCESS ROAD
(±293 SQ. FT.)
PROPOSED CROWN
CASTLE MONOPINE
PROPOSED MONOPINE
FOUNDATION
PROPOSED 12'-0"
WIDE DOUBLE SWING
ACCESS GATE
PROPOSED SHARED
UTILITY H-FRAME W/
METER BANK
EXISTING CONCRETE
SIDEWALK
EXISTING TREE, TYP.
EXISTING TREE
DRIP LINE, TYP.
PROPOSED CROWN CASTLE
34'-0"x50'-0" FENCED COMPOUND
W/ GRAVEL (±1,700 SQ. FT.)
FUTURE CARRIER
LEASE AREA
PROPOSED 6'-0"
HIGH WOOD FENCE
EXISTING PROPERTY
LINE, TYP.
EXISTING CHAIN
LINK FENCE, TYP.
PROPOSED CROWN
CASTLE 50'-0"x50'-0" LEASE
AREA (±2,500 SQ. FT.)
EXISTING
LIGHT POLE
EXISTING TREES
WITHIN LEASE AREA TO
BE REMOVED (5 TOTAL)
EXISTING
GRASS 3683683683683
6
6
3
6
4
362
362362364364364360360
22"x34" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0"8'6'4'8'2'0'
22"x34" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0"8'6'4'8'2'0'
INFINIGY
DRAWINGS ISSUED FOR:
DATE DESCRIPTIONREV.QA/QCDRAWN
SHEET NUMBER:
SHEET TITLE:
F R O M Z E R O IOT N F I IN G Y
the solutions are endless
A-3
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
REVISION:
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
PRELIMINARY REVIEWA03/10/21 PDTJB
B
100% ZONINGB PDJGB
BELLEVUE, WA 98004
04/06/21
CROWN CASTLE SITE:
831070 A-TEAM
2902 NE 12TH ST
RENTON, WA 98056
KING COUNTY
114'-0" MONOPINE
SOUTHEAST & SOUTHWEST
ELEVATIONS
2 1 PROPOSED SOUTHEAST ELEVATIONPROPOSED SOUTHWEST ELEVATION
BOTTOM OF TOWER STEEL
ELEV. = ±0'-0" REF., ±0'-6" AGL
GRADE AT MONOPINE
ELEV. = 0'-0" AGL (±363.5' AMSL)
PROPOSED CROWN
CASTLE MONOPINE
PROPOSED 6'-0" HIGH
WOOD FENCE
NOTES:
·THESE DRAWINGS ARE NOT INTENDED TO BE A
VERIFICATION THAT THE STRUCTURE OR
MOUNTS ARE ADEQUATE TO SUPPORT THE
PROPOSED LOADING. VERIFICATION THAT THE
STRUCTURE AND MOUNTS CAN SUPPORT THE
PROPOSED LOADING SHALL BE PERFORMED BY
A REGISTERED PROFESSIONAL ENGINEER
PRIOR TO CONSTRUCTION.
·CONTRACTOR TO REFER TO THE STRUCTURAL
ANALYSIS AND MOUNT ASSESSMENT AND
VERIFY LOADING WITH THE MOST RECENT RFDS
PRIOR TO CONSTRUCTION.
PAINT NOTE
·PROPOSED ANTENNAS, MOUNTS, & HARDWARE
TO BE PAINTED TO MATCH THE MONOPINE.
"LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF
THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES
OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION,
MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS
SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF
THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING
FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE
LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE
ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY
TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT
TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS
INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING
EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO
YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO
GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR
NOTICE TICKET.
BOTTOM OF TOWER STEEL
ELEV. = ±0'-0" REF., ±0'-6" AGL
GRADE AT MONOPINE
ELEV. = 0'-0" AGL (±363.5' AMSL)
℄ OF PROPOSED AT&T PANEL ANTENNAS
ELEV. = ±110'-0" AGL
TOP OF PROPOSED AT&T PANEL ANTENNAS
ELEV. = ±114'-0" AGL
PROPOSED CROWN
CASTLE MONOPINE
TOP OF PROPOSED MONOPINE
ELEV. = ±114'-0" AGL
PROPOSED AT&T ANTENNAS
WITH ASSOCIATED EQUIPMENT
MOUNTED TO MONOPINE
℄ OF PROPOSED T-MOBILE PANEL ANTENNAS
ELEV. = ±98'-0" AGL
PROPOSED T-MOBILE ANTENNAS
WITH ASSOCIATED EQUIPMENT
MOUNTED TO MONOPINE
TOP OF PROPOSED MONOPINE BRANCHES
ELEV. = ±120'-0" AGL
℄ OF FUTURE CARRIER PANEL ANTENNAS
ELEV. = ±86'-0" AGL
FUTURE CARRIER ANTENNAS
WITH ASSOCIATED EQUIPMENT
MOUNTED TO MONOPINE
PROPOSED 6'-0" HIGH
WOOD FENCE
EXISTING
TREE, TYP.
EXISTING
TREE, TYP.
℄ OF PROPOSED AT&T PANEL ANTENNAS
ELEV. = ±110'-0" AGL
TOP OF PROPOSED AT&T PANEL ANTENNAS
ELEV. = ±114'-0" AGL
TOP OF PROPOSED MONOPINE
ELEV. = ±114'-0" AGL
PROPOSED AT&T ANTENNAS
WITH ASSOCIATED EQUIPMENT
MOUNTED TO MONOPINE
℄ OF PROPOSED T-MOBILE PANEL ANTENNAS
ELEV. = ±98'-0" AGL
PROPOSED T-MOBILE ANTENNAS
WITH ASSOCIATED EQUIPMENT
MOUNTED TO MONOPINE
TOP OF PROPOSED MONOPINE BRANCHES
ELEV. = ±120'-0" AGL
℄ OF FUTURE CARRIER PANEL ANTENNAS
ELEV. = ±86'-0" AGL
FUTURE CARRIER ANTENNAS
WITH ASSOCIATED EQUIPMENT
MOUNTED TO MONOPINE