PZ - Site Plan CURRENT ZONING: R-4
E 1/6 CORNER MEDIUM LOW E 1/6 CORNER DEVELOPMENT REFERENCE:
FOUND 5/8-INCH REBAR, DENSITY RESIDENTIAL FOUND 5/8-INCH REBAR,
NO CAP,PLACED PLASTIC NO CAP, PLACED PLASTIC OWNER: GEM INNOVATION SCHOOLS
CAP MARKED"ALB 12459" CAP MARKED"ALB 12459" 2750 E GALA ST.
MERIDIAN, ID 83642
E. LAKE HAZEL RD. I (208)672-1109 PARADIGM DESIGN
I
DEVELOPER/ BOUMA USA ARCHITECTS I ENGINEERS
_ s89°57'04"E I APPLICANT: 3033 ORCHARD VISTA DR.,SUITE 309 H E N R I C K S O N
1331.87' Q — — "-/ —� GRAND RAPIDS, MI 49546 4250 N. Drinkwater Blvd, Suite 120
ARCHITECTURE + PLANNING
c (616)682 6100 Scottsdale, AZ 85251 100 Grandville,Suite 030
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�o m c� — — — — PAULBIERLEIN@BOUMAUSA.COM (602) 374-4066 Grand Rapids,MI49503
M wCL00 616.458.5554
> ARCHITECT: HENRICKSON ARCHITECTURE
EXISTING IRRIGATION W. ly � Grand Rapids I Phoenix I Traverse City
2325 BELMONT CENTER DR.,SUITE
CHANNEL =1 .84' R-11.50' eo EXISTING IRRIGATION r www.paradigmae.com
6.50 LANDSCAPE CHANNEL BELMONT, MI 49306
" •' s,• ,•, BUFFER EASEMENT(P1) 5o =' PROPERTY LINE DAN)4H -5554 SONAP.COM JOB#2003035PH
•! rq N89°57'04"W 292,34' i . . , , • J ao s s
° N848"w 11581' o •!• p •s s• !• 1 @ FIRM#3856 (EXP.01/31/2022)
• ' 1 \ W m •! N89°57'04"W 159.01', '! !' f • s
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° CIVIIL ENGINEER: PARADIGM DESIGN
S36°03'21"W 12.04' 4250 N DRINKWATER BLVD,SUITE 120 �,�ai"-AL
1 F 1 25 LANDSCAPE BUFFER N65 3453 W 6.76
I KE I SCOTTSDALE,AZ 85251L J N I I (602)374-4066
AVAILABLE QUEUING L GTH = 1 189' I L — J BHADLOCK@PARADIGMAE.COM IL ��063 �
a' SURVEYOR: LR GEO �
81' Q I M 2308 N.COLE RD SUITE G
o °° 1 rn PROPOSED
r EX RNV LL' ne I BOISE, ID 83704
_ 0 w STORMWATER BASIN � I
o � _ o � •. 3 (208)556-3911
3 40.5 40.5 a Q 0 74 - o
EX R/W EX RIW 12 SPACES � 10 SPACES so 2> \ I `1 EX RNV 3 _
00
o I N 12 SPACES 5' o DO NOT 1 1 00
5 EX BIC 5' CO O° 8 SPACES g' g' g' g' g' g' g' ENTER SIGN S/
SNV y S/W 26' 20' 8' 47' $' SITE DATA: CD
I g 21 12 11 21 g 1 LANDSCAPE I L EX BIC L ., LOT SIZE(NET): 6.12 ACRES(266,442 SFT)
L EX B/C EX BIC L 6' \ BUFFER CURRENT ZONING: C-C COMMUNITY BUSINESS DISTRICT
�� I PROPOSED USE: EDUCATIONAL FACILITY
00 N B BF B BF BF \
s'w 2j �sA I 40'X 40' • • 3 MAXIMUM BUILDING HEIGHT: 45'(MINIMUM 2 STORIES)
BYPASS LANE > qCF�, EXISTING IRRIGATION I CLEAR VISION .� PROPOSED BUILDING SIZE: 45,110 SFT
I N Sp9 ��h CHANNEL I ( TRIANGLE PER
— — I s , DROP-OFF LANE DO NOT c� I 11 3A 3(TYP) , , 3 (MEASURED LANDSCAPE BROM BACK OF CURB) o ENTER SIGN R.
o `L� I BUS o
I ENTRY E.LAKE HAZEL ROAD BUFFER: 25'
L — — 6 ��/ 1 S.VERTEX WAY BUFFER: 20' Q c
I EN S.PEAK AVENUE BUFFER: 10 O
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PICKUP �s °9C�s I a
5 PROPOSED A CURRENT ZONING: R-4 PARKING DATA: a 0
� �c y MEDIUM LOW REQUIRED PARKING: 113 SPACES Z
I • I BUILDING AREA 5, Fs I .� (1 SPACE PER 400 SFT OF GFA 45,110LU
45,110 SF o 3 DENSITY RESIDENTIAL
2-STORY 18.5' 27' 19' PROPOSED ••• = 112.77 SPACES) LU
LU
MONUMENT SIGN 40 X 40 a
CLEAR VISION PROPOSED PARKING: 118 SPACES Z
I I I TRIANGLE PER •• (INCLUDES 5 BARRIER FREE SPACES (59 SPACES BEHIND BUILDING FACE) 0
C0 1\ 11-3A-3(TYP) 3 a
LLB I STORMWATER BASIN OPOSED X 1`' � o '•
cn I PROPOSED PLAY PARKING SPACE: 9 x 19 w
Q I I STRUCTURE GYM PC \ DRIVE AISLE: 25'MIN.
CURRENT ZONING: CC •� REQUIRED BICYCLE PARKING: 5 SPACES
PROPOSED ti��1 �. •: (1 SPACE PER 25 VEHICLE SPACES }
COMMUNITY BUSINESS DISTRICT w I 1.50'ACHD GAGA BALL =4.52 SPACES) o PERMANENT EASEMENT(P�I �'
U) I v PROPOSED BICYCLE PARKING: 8 SPACES o
L 4 SQUARE r EASEMENT FOR \ , �•
MASONARY DUMPSTER Z
r WILLIAMS PIPELINE / Z
Z
ENCLOSURE(SEE .�� Q 3
ARCHITECTURAL PLANS)
PEDESTRIAN GATE /
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r 40'X 40' r:
I CLEAR VISION r c5 r, i ° EXISTING IRRIGATION O GENERAL KEY NOTES:
r / CHANNEL p
TRIANGLE PER PROPOSED PLAY FIELD � / 1 6"SINGLE CURB PER DETAIL SD-701A,SHEET C-503 TYPICAL THROUGHOUT SITE)
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11-3A-3(TYP) 5 r r r� r (250'x 120') �e7, `0 / �i O 00
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I 81' r- CO
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EX RM EX R/W 19.5' 25' 19.5' I \ u' PROPOSED 2 FLASHING SIGNAGE T SIGNS + LANDING AREA E
54' \ TETHERBALL \o ( - w
4 t ' (3 TOTAL) s s- SCHOOL ZONE CURRENT ZONING: R-8 CONCRETE SIDEWALK
5 EX BIC � PROPOSED ` � FLASHING SIGNAGE
DETAIL#6/C-502)
S/W w STORMWATER MEDIUM DENSITY RESIDENTIAL
$ 21 12' 21 8' U a+
G CONCRETE PAVEMENT
cn \ f •�\ (DETAIL#7/C-502)
L EX BIC EX B/C L a- BASIN N PROPOSED F "�
5' r• \ STORMWATER !i F�
' BASIN �� STANDARD DUTY BITUMINOUS 0
F Ff (DETAIL
DUTY BITUMINOUS 0
0
s N %, (DETAIL#9/C-502)
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•� 27' LL] SINGLE CURB
9 SPACES 5� � U GENERAL NOTES: -
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POND I BASIN
— — — — — `;g�2 /// LU LU • I REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONCRETE DUMPSTER ENCLOSURE. X FENCE
/w °534 136.5 //'%� �/ Q
REFER TO ARCHITECTURAL FOUNDATION PLAN FOR DETAILING OF BUILDING AND EXACT BUILDING
L=25.92' R=16.50 I U I DIMENSIONS. EXISTING LEGEND
�+ 40'X 40' 40'X 40' / I : li C/j CUP SUBMITTAL 0312912021
S. TOWER ST. CLEAR VISION - CLEAR VISION / REFER TO LANDSCAPE PLAN FOR RESTORATION OF ALL NON PAVED SURFACES. SECTION CORNER
TRIANGLE PER TRIANGLE PER i
SCHOOL ZONE 11-3A-3(TYP) 11-3A-3(TYP) CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS NOT BEING OBTAINED BY CENTER LINE
FLASHING SIGNAGE / / THE OWNER. CONTRACTOR IS REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT PROPERTY LINE
CURRENT ZONING: R-8 NECESSARY DRAWINGS, FEES, ETC. TO THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL R/w—R/W-R/W- RIGHT OF WAY
Ld ° MEDIUM DENSITY RESIDENTIAL PAY ALL FEES RELATED TO PERMIT(S)AND SECURE PERMIT(S)IN HIS NAME. J
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— — — — — — — — — — — — — — — CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND
LLI INSPECTIONS WITH THE PROPER JURISDICTION AND PAY ALL ASSOCIATED FEES.
O — THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER, 50 S Cole Rd
I.-- SANITARY SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO
Boise, ID 83709
U CONSTRUCTION. CONTACT ENGINEER WITH ANY DISCREPANCIES. DIGLiinlivi Inc. 800-342-1585
' I
I U I ALL DIMENSIONS SHOWN TO CONCRETE CURB AND GUTTER ARE TO BACK OF CURB UNLESS Call Before You Dig! 208-342-1585
I
OTHERWISE NOTED.
• C/7 DRAWN BY: RJ
CONCRETE GUTTER PAN TO TIP IN THE SAME DIRECTION AS THE ADJACENT PAVEMENT. CHECKED: IF
ALL PAVEMENT MARKINGS SHALL BE 4"WIDE. STANDARD PARKING SPACES SHALL BE MARKED IN NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR N OVERALL SITE LAYOUT
WHITE AND BARRIER FREE SPACES IN BLUE. EACH BARRIER FREE SPACE SHALL BE PROVIDED STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
WITH A PAINTED PAVEMENT SYMBOL, A PRECAST CONCRETE BUMPER BLOCK, AND A SIGN PER RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS
THE MANUAL OF UNIFORM TRAFFIC CONTROLS. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
REFERENCE SOILS REPORT FOR BORING LOGS AND PREPARATION AND CONSTRUCTION FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
PROCEDURES FOR SUBBASE AND DESIGN SECTION OF ALL PAVED AREAS, REFER TO STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 2003035PH
GEOTECHNICAL REPORT PREPARED BY GEOTEK, INC.DECEMBER 11,2020. POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
0 40' so'
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
ALL IDOT REFERENCES ARE TO THE 2020 EDITION.
C=1 02
CURRENT ZONING: R-4 GENERAL PRIVATE UTILITY NOTES:
MEDIUM LOW PROPOSED PRIVATE UTILITY SERVICE AS SHOWN IS SCHEMATIC ONLY. ACTUAL LOCATION TO BE
DENSITY RESIDENTIAL COORDINATED WITH INDIVIDUAL UTILITY COMPANY AND APPROVED BY OWNER.
CONTRACTOR SHALL COORDINATE LOCATION OF ALL PRIVATE UTILITIES(GAS, ELECTRIC, PHONE,
CABLE, ETC.)WITH THE LOCAL UTILITY COMPANIES AND THE MECHANICAL DRAWINGS.
E. LAKE HAZEL RD. I COORDINATE ALL PRIVATE UTILITY LOCATIONS WITH ALL SUB-SURFACE SITE UTILITIES SHOWN ON PARADIGM DESIGN
^' THIS PLAN.
UG-T UG-T UG-T a UG-T I ARCHITECTS I ENGINEERS
WTR WTR WTR WTR W W TR TR WTR WTR WTR WTR
_ S89'57'04"E _ _ _ _ _ _ _ GENERAL STORM SEWER NOTES: H e N R I C K s o N
1331.87' — — — —�I 4250 N. Drinkwater Blvd, Suite 120 ARCHITECTURE + PLANNING
SITE CONTRACTOR TO END STORM CONNECTION 5' FROM BUILDING WITH A TEMORARY CAP. Scottsdale, AZ 85251 100 Grandville,Suite 030
COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR. (602) 374-4066 Grand Rapids,MI 49503
OH-E OH-E OH w OWE OH-E OWE OH-E N -E 616.458.5554
EXISTING IRRIGATION rx I ROOF DRAIN PIPE OR PIPE INDICATED TO BE PVC SHALL MEET THE REQUIREMENTS OF ASTM Grand Rapids I Phoenix I Traverse City
CHANNEL OD =1 .84' R=11.50' EXISTING IRRIGATION N D3034,SDR 35 JOINTS TO BE ELASTOMETRIC SEALS IN ACCORDANCE WITH ASTM F477. www.paradigmae.com
- - 6.50'LANDSCAPE CHANNEL �I r
s .• s s o s •' BUFFER EASEMENT(P1) • PERFORATED STORM SEWER PIPE (12" - 60") SHALL BE SMOOTH INTERIOR CORRUGATED
• ' N89°57'04"W 292.34'• "
! N' o' , f° c JOB#2003035PH
�� N84 1508" s :s �° POLYETHYLENE PIPE PER AASHTO M294 TYPE SP, AND SHALL BE PERFORATED AND
• �/ 115.81 s , ',,• f s• PRE-WRAPPED WITH A 3.5 OZ/SY GEOTEXTILE FILTER SOCK. JOINTS SHALL BE SOIL TIGHT. FIRM#3856 (EXP.01/31/2022)
89°57'04"W 01'• • ' • ' •� • '° � r •! .•s ,. s '
°° 14"PI 14"PI 14"PI 4"PI 4"PI 14"PI 14"PI 14"PI ,4"P�� N PAVEMENT SUBGRADE TO BE GRADED TO SLOPE TOWARDS THE PROPOSED PERFORATED PIPE
—14"PI 14"PI 14"PI 14"PIS S36°03'21"W 12.04' 14"pi 14,� �,,., r 18„GI 18'
N65°34'S3"W 6.76' TRENCHES THROUGHOUT THE SITE. C31 `�i..4�iy�
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E UNDERDRAIN (4" - 10") SHALL BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE TYPE S,
I . L — J F a M • PER AASHTO M252 AND PRE-WRAPPED WITH A GEOTEXTILE FILTER SOCK. PAVEMENT SUBGRADE tL �
°o rn L — J 3 '� ,
_ TO BE GRADED TO SLOPE TOWARDS THE PROPOSED THE PROPOSED UNDERDRAIN TRENCHES
co
w 3 THROUGHTOUT THE SITE. j,
PROPOSED MATERIALS, INSTALLATION, AND TESTING OF THE STORM SEWER SYSTEM SHALL CONFORM TO IC97
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STORMWATER BASIN I a
40.5' 40.5' o @U\ \ °°r 74, ISDWC STANDARDS. ` o
Ir
EX R/W EX RNV I I I I I F \ I EX RM 3 1 Q N GENERAL SANITARY SEWER NOTES: ' �''"
54' \ 5' cp
5' EX BIC 5 c I : / , � "' NV SITE CONTRACTOR TO END SANITARY LATERAL 5' FROM BUILDING WITH A CLEAN-OUT AND `q
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S g' 21' 12' �� 21', 8' S/W I EX BIC L ,• Of TEMPORARY CAP.COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.
L EX BIC EX BIC Lb
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`� SANITARY SEWER LATERALS AND FITTINGS SHALL BE PVC PER ASTM D3034, SDR 35.JOINTS TO BE
BF B F B M -I ELASTOMETRIC SEALS IN ACCORDANCE WITH ASTM F477.
3
— EXISTING IRRIGATION I MATERIALS, INSTALLATION, AND TESTING OF SANITARY SEWER SHALL CONFORM TO ISPWC
CONNECT TO 6"EXISTING °° \ CHANNEL I STANDARDS.
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BUILDING AREA \ y MEDIUM LOW w
45,110 SF o •�3 DENSITY RESIDENTIAL
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M 2-STORY 12 LF SEWER LATERAL PVC ;
33 LF SEWER LATERAL PVC 5.4' DR 1. ° a
° S 35,6 @ 00/o c Z
41
w SDR 35,6"@1.00/° 6 6' a o
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COMMUNITY BUSINESS DISTRICT Q
LL] O I 1.50'ACHD �1� .
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MASONARY DUMPSTER J SEE SHEET C-201 r ' r EASEMENT FOR �• a
r WILLIAMS PIPELINE / c°
ENCLOSURE(SEE �- .Q� •c,� �/ O Z
ARCHITECTURE PLANS) 5.33 r ,
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s r• 'r r � 'r •'•r• •:s � � I .. G, / � zQ
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(DETAIL#1 /C 502) OC
SDR 35,6"@1.00% / �e, ' • ® GREASE TRAP w
(SEE PLUMBING PLANS) u Z
1.50'ACHD ��'� 1ry� �� :/ \ CENTER LINE z w
• ® I \ CLEANOUT =RMANENT EASEMENT(P1) Of
PROPERTY LINE w z
I � 81' \ (DETAIL#1 /C-502) ��5 � cr
o EX RIW 550 F'
POND/BASIN
I 40.5' 40.5' I \ \\ / — — WATER MAIN z
I EX RNV EX RNV 122 LF SEWER LATERAL PVC ti s, z o
SDR 35,6"@1.00% r ' 1 \ q� — — — SANITARY SEWER
z ( STORM SEWER
CD 54 5 �` S CURRENT ZONING: R-8 =
o EX BIC PROPOSED PROPOSED 6 ,
21' 12' 21' [8' SAV STORMWATER STORMWATER �� $� s ®\ MEDIUM DENSITY RESIDENTIAL
EX BIC EX BIC L BASIN \ BASIN \ �. �j / \
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�� PROPERTY IRON WATER VALVE HYDRANT
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MONUMENT ° GAS STRUCTURE SIGN
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2"W 12"W�_ 12"W 12"W � 12"W 12"W � 12"W 12"W 2"W � 12"W �/�'
IR IR IR iR IRRIGATION CUP SUBMITTAL 03/29/2021
S. TOWER ST. L CONNECT TO EXISTING 6" r5 I OH-E OVERHEAD ELECTRIC
SEWER STUB INV=2729.57(S) /� ,/ UG-T UNDERGROUND TELEPHONE
a"s s"s s"s a s s"s a'•s s"s a"s s"s 3"s� /
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_PtEXISTING 6"SEWER / s"PI s"PI s"PI PRESSURE IRRIGATION BY BRIGHTON n
s"w a"w a"w WATER MAIN BY BRIGHTON
CURRENT ZONING: R-8
LLJ MEDIUM DENSITY RESIDENTIAL 18"GI 18"GI 18"GI GRAVITY IRRIGATION BY BRIGHTON
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> STORM DRAIN BY BRIGHTON
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Pf— — PT- PI PI 4"PI 4 FI 'PI Q / 4"PI 4"PI 4"PI C
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O • I _� 50 S Cole Rd
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1 ill 11 II Inc. 800-342--1585 9
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� 208-342-1585 �
C V I Call Before You Dig! _
N
1 I w Cn I / DRAWN BY: RJ
I
CHECKED: IF
NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR N OVERALL UTILITY PLAN
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
rl
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
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. • 2003035PH
POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
o ao' so'
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
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