PZ - Site Plan Updated E 1/6 CORNER CURRENT ZONING: R-4 E 1/6 CORNER
FOUND 5/8-INCH REBAR, MEDIUM LOW FOUND 5/8-INCH REBAR, DEVELOPMENT REFERENCE:
NO CAP, PLACED PLASTIC DENSITY RESIDENTIAL NO CAP, PLACED PLASTIC
CAP MARKED"ALB 12459" CAP MARKED"ALB 12459" OWNER: GEM INNOVATION SCHOOLS
2750 E GALA ST.
MERIDIAN, ID 83642
E. LAKE HAZEL RD. (208)672-1109 PARADIGM DESIGN
DEVELOPER/ BOUMA USA ARCHITECTS I ENGINEERS
APPLICANT: 3033 ORCHARD VISTA DR.,SUITE 309 H E N R I C K S O N
N89°57'04"W 1331.87' GRAND RAPIDS, MI 49546 4250 N. Drinkwater Blvd, Suite 120 ARCHITECTURE + PLANNING
(616)682-6100 Scottsdale, AZ 85251 2325 Belmont Center Drive,Suite B
o' m PAULBIERLEIN BOUMAUSA.COM (602) 374-4066Belmont,MI 49306
J U__ � `� w @ ph 616.458 5554
N LO X I ARCHITECT: HENRICKSON ARCHITECTURE
m x Grand Rapids I Phoenix I Traverse City
2325 BELMONT CENTER DR.,SUITE B www.paradigmae.com
ao � 1.50'ACHD PERMANENT EASEMENT(P1) PROPERTY LINE
BELMONT, MI 49306 0
o (616)458-5554
I I ' cn N89°5T04"W 292.34'' ; 00
N84 g-w 6.50'LANDSCAPE BUFFER EASEMENT P1 DAN@HENRICKSONAP.COM JOB#2003035PH 0,
115.81' I I I I I I I FIRM#3856 (EXP.01/31/2022) Cq
N89°5T04"W 159.01'
- - - - - - - - - 36°0327717-12.04' I CIVIIL ENGINEER: PARADIGM DESIGN
N65°34'S3"W 6.76' 4250 N DRINKWATER BLVD,SUITE 120
Q(I SCOTTSDALE,AZ 85251
F �J M BHADLOCK@PARADIGMAE.COM
AVAILABLE QUEUING LENGTH = 1,1891
a'
/ EXISTING STORM SEWER EASE ENT o SURVEYOR: LR GEO rn
Q _
IU) w LL' 2308 N.COLE RD SUITE G
\ \ STORMWATER BA IN BOISE, ID 83704 C/) v
a I o I (208)556-3911 ° co
o 12SPACES 10SPACES
ALL OFFSITE IMPROVEMENTS AND RELATED U) \ 80.5' ALL OFFSITE IMPROVEMENTS AND RELATED
CONSTRUCTION WORK IS BEING PROVIDED IN 8 SPACES \ 12 SPACES EX R/W CONSTRUCTION WORK IS BEING PROVIDED IN L
0 47, O CO
ACCORDANCE WITH CONSTRUCTION DOCUMENTS J I 5 8 10 ACCORDANCE WITH CONSTRUCTION DOCUMENTS o
co C
PREPARED BY KM ENGINEERING FOR THE APEX PROJECT \ SIW L EX B/C L PREPARED BY KM ENGINEERING FOR THE APEX PROJECT co
UNDER DIRECT COMMISSION OF BRIGHTON UNDER DIRECT COMMISSION OF BRIGHTON o
DEVELOPMENT. SEE SHEET C-002-S-LIMITS OF WORK I BF B BF BF 2 DEVELOPMENT. SEE SHEET C-002-S-LIMITS OF WORK
's
BYPASS LANE ��'o9C ��'
. SITE ADDRESS:
DROP-OFF LANE FS� 1925 E. LAKE HAZEL RD.
MERIDAN ID,83642
os SITE DATA:
-� os I LOT SIZE(NET): 6.12 ACRES(266,442 SFT)
a CURRENT ZONING: C-C COMMUNITY BUSINESS DISTRICT
U 8sA9 PROPOSED USE: EDUCATIONAL FACILITY Z
7
CD
Z
�sA cFs ' CURRENT ZONING: R-4 MAXIMUM BUILDING HEIGHT: 45'(MINIMUM 2 STORIES)
PROPOSED W co
CID CID MEDIUM LOW PROPOSED BUILDING SIZE: 45,020 SFT
BUILDING AREAUj
W Fd'
8° I I I I os 45,020 SF + DENSITY RESIDENTIAL w
LANDSCAPE BUFFERS:
P 2-STORY GYM +�
Q \ \ 40'X 40'CLEAR VISION (MEASURED FROM BACK OF CURB)
YLU TRIANGLE PER 11 3A 3 E. LAKE HAZEL ROAD BUFFER: 25' }i
S.VERTEX WAY BUFFER: 20'
W I PROPOSED Z
o / S.PEAK AVENUE BUFFER: 10, O =
F co STORMWATER BASINE Iuj �JDSJ 1�; + ����� MATCH LINE — SEE SHEET C-103—SCn N
L \ PARKING DATA:
1.50'ACHD PROPOSED PLAY -71
o� REQUIRED PARKING: 113 SPACES
(1 SPACE PER 400 SFT OF GFA 45,020 Z
PERMANENT EASEMENT(P1) STRUCTURE �;� P a MATCH LINE — SEE SHEET C-104—S = 112.55 SPACES) � o
CURRENT ZONING: CC DS PROPOSED PARKING: 118 SPACES '= o
COMMUNITY BUSINESS DISTRICT 6.50'LANDSCAPE \ / L
EASEMENT FOR (INCLUDES 5 BARRIER FREE SPACES (59 SPACES BEHIND BUILDING FACE)
J BUFFER EASEMENT(P1) Z
M WILLIAMS PIPELINE Z
ASONARY DUMPSTER
ENCLOSURE(SEE ° PARKING SPACE: 9'x 19' 3
ARCHITECTURAL PLANS) 1.50 ACHD i DRIVE AISLE: 25'MIN. a
PERMANENT EASEMENT(P1) ,�, cS'
w
• j °• �D REQUIRED BICYCLE PARKING: 5 SPACES j b w
EXISTING SIDEWALK EASEMENT \\ x r (1 SPACE PER 25 VEHICLE SPACES U
4.52 SPACES)
o
40 X 40 CLEAR VISION PROPOSED BICYCLE PARKING: 8 SPACESNe
TRIANGLE PER 11-3A-3 \�/ �s 11101 ' Z
0
co
o af
�&p / + PROPOSED LEGEND a0 0M0
cn + 3° / O
Lu � \ SCHOOL ZONE 5��`5 �' �� FLASHING SIGNAGE T SIGNS LANDING AREA J Q
0- / /� FLASHING SIGNAGE co U) �,� IN p Z
81 + + °5ti / Q Z
EX R/W / \ �� '� CONCRETE SIDEWALK w Q
40.5' 40.5' 63G u' /
EX R/W EX RNV CONCRETE PAVEMENT Q U o
1 \ EXISTING SIDEWALK EASEMENT J w
\ 1 + � STANDARD DUTY BITUMINOUS w � w
54 PROPOSED
EX B/C \ STORMWATER 0
1
2G ` CURRENT ZONING: R-8 HEAVY DUTY BITUMINOUS
g' 21' 12' 21' g' Q a+G Nil <
\ BASIN MEDIUM DENSITY RESIDENTIAL SINGLE CURB
La EX BIC EX B/C 5 `n > � ` POND/BASIN -
❑-0 - - -IIlk / �2y _T sr x x x FENCEof
x I 0
W
9 SPACES � cA- U ^
GENERAL NOTES: EXISTING LEGEND
LijLij
REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONCRETE DUMPSTER ENCLOSURE. � SECTION CORNER
0 >
N89°5342"E 136.57' U Q
REFER TO ARCHITECTURAL FOUNDATION PLAN FOR DETAILING OF BUILDING AND EXACT BUILDING BITUMINOUS
L=25.92' R=16.5 � 3a DIMENSIONS.
E. TOWER ST.= 40'X 40'CLEAR VISION /
CJj SIDEWALK CUP SUBMITTAL 03/29/2021
TRIANGLE PER 11-3A3 / EXISTING STORM EASEMENT REFER TO LANDSCAPE PLAN FOR RESTORATION OF ALL NON PAVED SURFACES. CURB AND GUTTER •
CENTER LINE
SCHOOL ZONE EXISTING STORM DITCH CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS NOT BEING OBTAINED BY
PROPERTY LINE
FLASHING SIGNAGE THE OWNER. CONTRACTOR IS REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT RIGHT OF WAY
CURRENT ZONING: R-8 NECESSARY DRAWINGS, FEES, ETC. TO THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL J
/ MEDIUM DENSITY RESIDENTIAL PAY ALL FEES RELATED TO PERMIT(S)AND SECURE PERMIT(S)IN HIS NAME. SECTION LINE
I I I I CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND
ALL OFFSITE IMPROVEMENTS AND RELATED
INSPECTIONS WITH THE PROPER JURISDICTION AND PAY ALL ASSOCIATED FEES.
�
CONSTRUCTION WORK IS BEING PROVIDED IN THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER, 50 S Cole Rd y0
ed EXISTING SIDEWALK EASEMENT EXISTING SIDEWALK EASEMENT ACCORDANCE WITH CONSTRUCTION DOCUMENTS SANITARY SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO ' Boise, ID k.
n 1585 9
__ II'1 11e—Inc.
LU PREPARED BY KM ENGINEERING FOR THE APEX PROJECT CONSTRUCTION. CONTACT ENGINEER WITH ANY DISCREPANCIES. _
UNDER DIRECT COMMISSION OF BRIGHTON — — —1 ——— 208-342-1585
Q DEVELOPMENT. SEE SHEET C-002-S-LIMITS OF WORK ALL DIMENSIONS SHOWN TO CONCRETE CURB AND GUTTER ARE TO BACK OF CURB UNLESS Call Before YOU Dig.!
W OTHERWISE NOTED.
v I 1 Z DRAWN BY: RJ
0 CONCRETE GUTTER PAN TO TIP IN THE SAME DIRECTION AS THE ADJACENT PAVEMENT.
d CHECKED: IF
Cn 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
Q 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
U THE MANUAL OF UNIFORM TRAFFIC CONTROLS. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
Cn 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
o ao' so'
ALL IDOT REFERENCES ARE TO THE 2020 EDITION.
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
C=1 02mS
(Q) U
PARADIGM DESIGN
ARCHITECTS I ENGINEERS ini
HENRICKSON
4250 N. Drinkwater Blvd, Suite 120 ARCHITECTURE + PLANNING
Scottsdale, AZ 85251 2325 Belmont Center Drive,Suite B
(602) 374-4066 Belmont,MI 49306
ALL OFFSITE IMPROVEMENTS AND RELATED ph:616.458.5554
CONSTRUCTION WORK IS BEING PROVIDED IN Grand Rapids Phoenix I Traverse City
www.paradigmae.com
ACCORDANCE WITH CONSTRUCTION DOCUMENTS r 7 1
PREPARED BY KM ENGINEERING FOR THE APEX PROJECT co
UNDER DIRECT COMMISSION OF BRIGHTON JOB#2003035PH
FIRM#3856 (EXP.01/31/2022)
DEVELOPMENT. SEE SHEET C-002-S-LIMITS OF WORK
CD
L-10.84' R-11.50' 1.50'ACHD PERMANENT EASEMENT(P1) PROPERTY LINE
D — — > _. 'A I a D l d d o
� d D ° d d � d ° D D D Dd D � � -, d O
CD
N89°57'04"W 292.34' D D ` d , D D D ; D 6.50'LANDSCAPE BUFFER EASEMENT(P 1) p D D
00 ° °
I
4 p c•
D N84°15''0p"W /15,O 1' d ° D ° D D D d d d D D� D ° c
D _ D �
co
91
\ ° ° - N89°57'04"W 159.01"
U
D S36°0321"W 12.04'
d �
0
25'LANDSCAPE BUFFER N65°34 CD 6.76' 1°
o cD
D 4 PROPOSED D
1 4 MONUMENT SIGN
in D d 1
° D
PROPOSED INFILTRATION �'�� AVAILABL QUEUING LENGTH = 1 24 ' ^`O ° ° \ D
BASIN D SEE SHEET C 401 S
109' 5' 91' / EXISTING STORM SEWER EASEMENT in1
1 27' _
1 PROPOSED INFILTRATION
1 I Z
rn 3 3 \ I
R2.5' BASIN A SEE SHEET C-401-S vim,
1 w
d I
D 1 1 ° 0oo
of
I
4 ;r, 4 � 1 4
N 1 0 2j � 1 Z
o
1 1 z
Z
8' 8' 8' 8' 8' 9' S 9' 9' 9' ��� R10' 4 \ 0
lo
4 w
1 19
27' 6 19 19 � 6 1 Q
6
_ o
r
1 3 5 5 5 3 1 \ ,
1 .� o
1 n`b \
7 BF BF BF BF �—' \ 6�' ■L o
N 73' 5' 33' 11' 81' o Q
8 BYPASS LANE DO NOT R2.5' 3 D
Z
ENTER SIGN F \
GENERAL LOCATION OF GAS \ °
p`1, 4 8 o
AND ELECTRIC UTILITIES � R15' �`�' �� 1
5 12 5 2
2 DROP-OFF LANE 2 40 X 40 CLEAR VISION ° 27
o
PROPOSED BIKE RACKS C 502 S C 502 S ";H TRIANGLE PER 11-3A-3
� D DO NOT �
Cn ENTER SIGN c�h �25 4% 1 0
2 012' 2 5
/ Cq p � �s 12' R C 502 S �n 9 1 d Q S.
N
40.29'\ 5' os 5' 2.s �'' ,`6� 1 O Z
a
18.63' 1 y- d D I LU Q
1 IN
53.48' FLAG POLE DROP OFF/PICK UP LANE � y, 1 4
/ d w W Q
3
Q o
1 5 9, �L°' BUS ENT LLi
II w
2 8.25' C 502 S 3 91
1 2
D I II 1
os PROPOSED 1 5
BUILDING AREA 7 + C-502-S \
PERMANENT
T EASEMENT(P1) 45,020 SFT 5' 5'
tn I z I O D
+ dot +6.50'LANDSCAPE 1`''�t "•o•,
LU I I BUFFER EASEMENT(P1) Q \ 40'X 40'CLEAR VISION
D '
Da3 19, 12.5' 12.5' 19, + P�'� + TRIANGLE PER 11 3A-3 /
vim, 24.92' o d
PROPOSED INFILTRATION + 2
BASIN C SEE SHEET C-401-S \13.06 � PERMIT • 05.12.21
�
I I � D /
1 1
46.04' GYM L � / �p
C
1 1 1
_ .
MATCH LINE SEE SHEET C_104_S
PROPOSED LEGEND EXISTING LEGEND
NAIL IN WASHER O GENERAL KEY NOTES:
BF BARRIER FREE SIGN BUMPER BLOCK W HYDRANT 0 CONTROL POINT 0PROPERTY IRON ® MONUMENT
1. 6"SINGLE CURB PER DETAIL SD-701A,SHEET C-504-S 50 S Cole Rd O
TRAFFIC FLOW F FIRE LANE NO ® T-POST MONUMENT BRASS CAP im ALUMINUM CAP y
LANDING AREA SPILLWAY MONUMENT MONUMENT DIGUine.- Inc. Boise, ID1580 9 n o-Ei LIGHT POLE WITH BASE = PARKING SIGN 2. 4"THICK CONCRETE SIDEWALK PER DETAIL 4 AND 6, C-502 S
(SEE ELECTRICAL PLANS) BITUMINOUS 3. STANDARD DUTY BITUMINOUS PER DETAIL 8,C 502 S `—Call Sefoie
—————You Dig!———— 208-342-1585
SIDEWALK 4. HEAVY DUTY BITUMINOUS PER DETAIL 9,C-502-S
CONCRETE SIDEWALK CURB AND GUTTER 5. BARRIER FREE SIGN PER DETAIL 1 AND 3,C-501-S DRAWN BY: RJ
(DETAIL#6/C-502-S) — — CENTER LINE CHECKED: IF
CONCR #7/ PAVE ENT PROPERTY LINE 6. BUMPER BLOCK PER DETAIL 2,C-501-S NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR N(DE LAYOUT PLAN (NORTH)
STANDARD DUTY BITUMINOUS OH-E OVERHEAD ELECTRIC 7. SPILLWAY PER DETAIL 4,C-501-S STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
(DETAIL#8/C-502-S) RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS
HEAVY DUTY BITUMINOUS 8. FIRE LANE NO PARKING SIGN. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
(DETAIL#9/C-502-S) MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
SINGLE CURB FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
(DETAIL#701A/C-504-S) STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 2003035PH
CENTER LINE POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
0 20' 40
PROPERTY LINE
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
— POND/BASIN
C=1 03-
(Q) U
PARADIGM DESIGN
ARCHITECTS I ENGINEERS ini
HENRICKSON
4250 N. Drinkwater Blvd, Suite 120 ARCHITECTURE + PLANNING
Scottsdale, AZ 85251 2325 Belmont Center Drive,Suite B
(602) 374-4066 Belmont,MI 49306
ph:616.458.5554
Grand Rapids I Phoenix I Traverse City
www.paradigmae.com
0
0
CR
JOB#2003035PH cv
e 00
FIRM#3856 (EXP.01/31/2022) Cq
I
MATCH LINE - SEE SHEET C-103-S `�
UJ UJ X X X X \
PROPOSED INFILTRATION GYM \ +
BASIN C SEE SHEET C-401-S 1.50'ACHD `r TREE WELLS °
PERMANENT EASEMENT(P1) `1 \ + o
os PROPOSED 7' EQUIPMENT
PLAYGROUND '
v
BUILDING AREA BY OWNER ��� + o co
45,020 SFT \ h tS
6.50'LANDSCAPE Pg� /
BUFFER EASEMENT(PI) ARTIFICIAL GRASS CO
J D
° O
/ o �
p p D ° co
2 ° ° > O
cD
MASONARY DUMPSTER 2 °° ° D
ENCLOSURE ° p ° D EASEMENT FOR
D ° p p °° p WILLIAMS PIPELINE
(SEE ARCHITECTURE PLANS)
4 SQUARE ° °
q\p\ a
°
O °
p p D �
�� 1 ° D 1.50'ACHD /
40'X 40' O ° ° D PED GATE 3�' D o °° ° D p D ° D p �� PERMANENT EASEMENT(P1)
D
CLEAR VISION \ D° w p �6 ° OUTDOOR BASKETBALL SYSTEM PER B ° p °
TRIANGE PER °°°°°° � D ° ° GARED HOLDING, LLC(TYP OF 4)
11 3A-3(TYP) ° ° D \ ,ESTRIAN
. 9' 42"X 60"PERFORATED STEEL,48 INCH D p D
° ' EXTENSION ARM,FIXED GOAL AND 6 INCH p 4 Z
\ X °D ° SQUARE POST(PROVIDED BY OWNER) Z
\ p p D PROPOSED PLAY FIELD
LU
LU
D
(2)TETHERBALL(TYP)
\ O of
40'X 40'
� PEDESTRIAN GATE a /° ° Z
+
CLEAR VISION p
TRIANGE PER 95 R9'S- �� ° D D p p / ° O
❑-0
11-3A-3(TYP) ° O ° pp �6, 2 ° / D a D° I w
C D
DO NOT
5
D 1 ENTER SIGN �N C-502 D / / - ° ° ° D ° o
O ° o
FIRE LANE O O ° Of
NO PARKING SIGN D
4 + i3 D z
2 + + + �SL�' ° D w
(1)GAGA BALL \ \ O
3 4 3 /
D ° U
o ALL OFFSITE IMPROVEMENTS AND RELATED w
\ a
\+ D EXISTING SIDEWALK EASEMENT CONSTRUCTION WORK IS BEING PROVIDED IN 27
o
ACCORDANCE WITH CONSTRUCTION DOCUMENTS
PREPARED BY KM ENGINEERING FOR THE APEX PROJECT LU
/ UNDER DIRECT COMMISSION OF BRIGHTON 0
DEVELOPMENT. SEE SHEET C-002-S-LIMITS OF WORK cfl
1� \ PROPOSED INFILTRATION + Q 00
2g6 BASIN A SEE SHEET C-401-S I ° D O O Z
19.5' 25 19.5
° w
IN
CURRENT ZONING: R-8 Q
N � / MEDIUM DENSITY RESIDENTIALUj
D Q U
Uj
C-502
3 4
E�O /
D � Z
��h S R41.5'
F-
0
/ D
o
2 Cn x
4
Ff
1 ,
1 BUS ENTRY x
U
,g3 PERMIT • 05.12.21
�— W W
82 40'X 40' / M
- - � -
° QQ
' ° 40'X 40' 42"E 136.57' / ° I CLEAR VISION / /d, U C° D °
° CLEAR VISION TRIANGE PER d, / IF
L=25.92' R=16.5 ° D ( � a
TRIANGE PER 11 3A 3(TYP) ' Cn
11-3A-3(TYP) / O J
PROPOSED LEGEND EXISTING LEGEND
NAIL IN WASHER GENERAL KEY NOTES:
BF BARRIER FREE SIGN BUMPER BLOCK W HYDRANT ® CONTROL POINT p0 PROPERTY IRON ® MONUMENT 4'
1. 6"SINGLE CURB PER DETAIL SD-701A,SHEET C-504-S 50 S Cole Rd O
TRAFFIC FLOW F FIRE LANE NO ® T-POST MONUMENT BRASS CAP im ALUMINUM CAP y
LANDING AREA MONUMENT MONUMENT Boise, ID 83709 k.
o-Ei LIGHT POLE WITH BASE = SPILLWAY PARKING SIGN 2. 4"THICK CONCRETE SIDEWALK PER DETAIL 4 AND 6, C-502 S DIGLiine—Inc. 800-342-1585 n
(SEE ELECTRICAL PLANS) 208-342-1585
BITUMINOUS 3. STANDARD DUTY BITUMINOUS PER DETAIL 8,C-502-S Call Before YOU Dig!
SIDEWALK 4. HEAVY DUTY BITUMINOUS PER DETAIL 9,C-502-S
CONCRETE SIDEWALK CURB AND GUTTER 5. BARRIER FREE SIGN PER DETAIL 1 AND 3,C-501-S DRAWN BY: RJ
(DETAIL#6 I C-502-S) — — CENTER LINE CHECKED: IF
CONCR #7/ PAVE ENT PROPERTY LINE 6. BUMPER BLOCK PER DETAIL 2,C-501-S NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR N(DE LAYOUT PLAN (SOUTH)
STANDARD DUTY BITUMINOUS OH-E OVERHEAD ELECTRIC 7. SPILLWAY PER DETAIL 4,C-501-S STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
(DETAIL#8/C-502-S) RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS
HEAVY DUTY BITUMINOUS 8. FIRE LANE NO PARKING SIGN. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
(DETAIL#9/C-502-S) MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
SINGLE CURB FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
(DETAIL#701A I C-504-S) STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 2003035PH
CENTER LINE POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
— 0 20' 40'
PROPERTY LINE
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
— POND I BASIN
C=1 04-