PZ - Site Plan PARADIGM DESIGN
ARCHITECTS I ENGINEERS
HENRICKSON
4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING
Phoenix,AZ 85040 100 Grandville,Suite 030
(602)374-4066 Grand Rapids,MI 49503
616.458.5554
Grand Rapids I Phoenix I Traverse City
www.paradigmae.com
I I GENERAL NOTES: JOB#1912192PH
I I EXISTING30'CREASON FIRM#3856 (EXP.01/31/2021)
1 LATERAL EASEMENT ALL DIMENSIONS SHOWN TO CONCRETE CURB AND GUTTER ARE TO BACK OF CURB UNLESS
OTHERWISE NOTED.
V
I
I I ALL PAVEMENT MARKINGS SHALL BE 4"WIDE. STANDARD PARKING SPACES SHALL BE MARKED IN
I YELLOW AND BARRIER FREE SPACES IN BLUE. EACH BARRIER FREE SPACE SHALL BE PROVIDED
I L.I j FUTURE MULTI-USE PATHWAY WITH A PAINTED PAVEMENT SYMBOL,A PRECAST CONCRETE BUMPER BLOCK,AND A SIGN PER �gSGENsFNc,
J I (BY OTHERS) THE MANUAL OF UNIFORM TRAFFIC CONTROLS.CID
NEIGHBORHOOD I
a A
�\ PEDESTRIAN i 1 O i 1 I N� 15063 O
CONNECTION I D 1 I ,9 o
SWING GATE WITH FIRE PROTECTION (MICRO PATH) 1 �- -� SITE DATA:
6 FT TALL CHAIN LINK FENCE HARDWARE/BREAKAWAY GATE I i-I LOT SIZE: 8.00 ACRES(348,585 SFT) F O `o
VINYL COATED, BLACK I PROPOSED 30 WATER L_, I ItiJ �-
I 0 ❑ CURRENT ZONING: RUT-RURAL URBAN TRANSITION H i) cq
S01°00'44"W 774.77' I I I &SEWER EASEMENT ; r 00
O - PROPOSED ZONING: R 15 MEDIUM HIGH DENSITY RESIDENTIAL cc
X x X X 270' X x X X X x - X I O PROPOSED USE: EDUCATIONAL FACILITY
- 11
IR R IR 133 R R -ip1 �
T.�� - J
( � 12'REARBUILDING TBACK E- I -- U-----------------� MINIMUM LOT WIDTH: 40'
° ' I I ID - REGISTRATION #1 5063
H1$ y 1 L_ (D EXISTING WILLIS M. HADLOCK JR., P.E.
I I - i 1\ N 1 0 oz J 1 1 I MAXIMUM BUILDING HEIGHT: 35'
30 CREASON
EXP. DATE ❑1/31/2021
1 ¢o I I LATERAL
PROPOSED ZONING: R-15 �' �� o : m EASEMENT FRONT BUILDING SETBACK: 25'
x ; / r - - SIDE BUILDING SETBACK: 5'
MEDIUM-HIGH DENSITY RESIDENTIAL '
� ' d Ico
Q 01 I I REAR BUILDING SETBACK: 12'
I I PROPOSED USE:EDUCATIONAL FACILITY (D HARD TOP PLAY AREA I I I I STREET LANDSCAPE BUFFER: 35'(MCDERMOTT ROAD) o
F���� I�
I� ;�, � 3.0' 3.0' I I 167.T 1 I 1 PROPOSED BUILDING SIZE: 42,398 SFT �, '0
Y�Lu
�'' 70.0' 30.5' .0 30.5' I I� I II� PARKING DATA: <
"~ BIKE RACK I0° I 1 1 REQUIRED PARKING: 106 SPACES O
c� �, MASONRY DUMPSTER I I I I I z Z
PROPOSED PLAY FIELD I 1_ o
Iz 0 1 SPACE PER 400 SFT OF GFA 42,398
o �, ENCLOSURE(SEE I I I 1 I I o ( � Z
� " 3.0' ARCHITECTURAL PLANS) I I 1 �m =105.99 SPACES) a
I
o I Iw 1 31.0' 9 0, PROPOSED 1 1 I I o PROPOSED PARKING: 110 SPACES Uj
I
`r • , M 20'WATER 1 I 1 t I (INCLUDES 5 BARRIER FREE SPACES (55 SPACES BEHIND BUILDING FACE)
I I� o rn EASEMENTo I j� �I i 1 1 "' AND 11 VISITOR SPACES) LU
1 I
co X X X X co � I �m I 1 1 PARKING SPACE: 9'x 19' 0
�' (cca OUTDOOR I 1 z l I 1 Q 1 1r DRIVE AISLE: 25'MIN. 2
I I PROPOSED TETHERBALL COMMONS � I I 1 ; II }
I REQUIRED BICYCLE PARKING: 5 SPACES
129.8' 19.5' 26' 19.5' 6' 2.0' 1.0' 1.0' AREA I a I I 1 m 1 (1 SPACE PER 25 VEHICLE SPACES w
5' 48.0' 50.7' 20.0' 74.0' 28.0' cn co I I =4.4 SPACES) 0
PROPOSED PLAY STRUCTURE Ln m I I
I I PROPOSED M 7,3' I I 1 - 1 6.1' I `rcn
PROPOSED BICYCLE PARKING: 12 SPACES
STORMWATER PROPOSED BUILDING
3.0' 21.0' 15' I 25' 1jr19.5' 26' 19S 11' 13' 1 10' 5' 0 0
BASIN FFE=2529.50 TRAFFIC DATA:
42,398 SFT ELECTRICAL rn 1 I i ( ) o
I 3.0' TRANSFORMER 3.0' I I EXISTING SPEED LIMIT 50 MPH MCDERMOTT ROAD LL
z
PROPOSED 20' I I 1 PROPOSED SPEED LIMIT DURING SCHOOL HOURS 20 MPH Q
I I O
WATER EASEMENT M X Icn I I I 1 Z
OQO� 50.7' 20.0' 76.0' 12.0' 40.0' j m I I 1 I Q 3
Q� O 48.0' 26.0' 70.0' 40.0 1 I Z
Q 2.0' 1.0' 1.0' 2.0' 2.0' 2.0' I 1 z
NEIGHBORHOOD I I I I PROPOSED
VEHICULAR ❑_ t 1 I I j 14 MULTI USE Q U
CONNECTION ----- ------- ----- 1 I w
R60' BUS DROP-OFF AREA(ALONG CURB ONLY)
------ -
o- FIRE DEPT. I I I EASEMENT
®� - o I BOLLARDS(6) I I I Lu Z
�= FIRE DEPT.BOLLARDS(8) J F BYPASS LANE(NO DROP-OFF OR PICKUP) N BYPASS LANE(NO DROP-OFF OR PICKUP) --- 1 1 PROPOSED o
- ------------- -----
�N o _ �- -- ------------------------------- j USE w
PATHWAY
HVISITOR PARKING 1 PROPOSED H w
Q ' ` --d- - - - 11 SPACES 25' I 30'SEWER 0 0
F7 F 9' -' y I I EASEMENT O w
PROPOSED (TYP)8' 8' 8' 8' 9' 8' 8'
SECONDARY I I tzi
STORMWATER N 5' �1 I I I EXISTING LEGEND H
SIGN PROPOSED I I i z
h BASIN I I NAIL IN WASHER W O ,
LU I I \ �1• � STORMWATER I I 1 I (0 CONTROL POINT 0PROPERTY IRON ® MONUMENT
\ �.
33' 5' PROPOSED \ \ BASIN i i 27 i ® BRASS CAP ALUMINUM CAP
T T T-POST MONUMENT 0
MONUMENT MONUMENT Z
I I STORMWATER a' I Ij C BITUMINOUS Z
16.5' 16.5' BASIN 1 I 1 1 - - -
FUTURE ( - - N AVAILABLE QUEUING LENGTH=1,514' /1 - I I CENTER LINE
MULTI-USE PATHWAY •-� ELECTRONIC SIGN I I
35'LANDSCAPEBUFFER]y - - I I I 1 � � � � � � � � PROPERTY LINE
(BY OTHERS) - - - - -- - - - - - -I - I OVERHEAD ELECTRIC J
I I ,
_ _ PROPOSED
BERM - 25'FRONT BUILDING SETBACK BERM C- BERM ❑ I SCHOOL
- - - - - --------- BERMS - - - - - - y
-------- ---- ----_ ---------- ---------- ------- 1 FLASHER
-I ✓'� -------- 1 .ti
-------------- a o
200'
------ ------
r'�'- - --- _____ _ PROPOSED LEGEND
- ----------- o -----------
v O N a o HALF-STREET ROAD CONSTRUCTION PROPOSED 14' PROPOSED 10'
o # BARRIER FREE SIGN VISITOR PARKING SIGN F FIRE LANE SIGN
C\jCO LU " Of MULTI-USE EASEMENT MULTI-USE PATHWAY BUS ENTRY ' M
N ICL
S01°00'44"W 540,97' z N, M C D E RM OTT RD. N01°00'44"E 774.50' ENTRANCE ONLY SIGN S01°00'44"IN 1315.33�M BUMPER BLOCK LANDING AREA ❑ SIDEWALK RAMP
# N c; o -C- HYDRANT TRAFFIC FLOW SCHOOL FLASHER
W -OH-E -OH-E OH-E < OH-E-
CONCRETESIDEWALK
200'
PROPOSED CONCRETE PAVEMENT ,_
SCHOOL
FLASHER STANDARD DUTY BITUMINOUS !�
STANDARD CURB&GUTTER J
LANDSCAPE CURB jiz�
POND I BASIN
n
G
O
50 S Cole Rd
Boise, ID 837
DIGUII Il
� ev--Inc- 800-342--1585 9 =
Call Before Yc�u Laic ! 208-342-1585
DRAWN BY: JL
CHECKED: DF
NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR SITE PLAN
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS A'
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY I V
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 1912192PH
POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. 0 4o so'
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