PZ - Utility Plans (Q) U
PARADIGM DESIGN
ARCHITECTS I ENGINEERS
Ini
HENRICKSON
COMPASS PUBLIC CHARTER SCHOOL 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
4540 WEST FRANKLIN ROAD CITY OF MERIDIAN 83642 www.paradigmae.com
JOB#2001004PH
FIRM#3856
ADA COUNTY IDAHO
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LEGAL DESCRIPTION: SITE LOCATION MAP ID
EXP. DATEATI 01/3N 2102 1
SCALE 1" - 3000'
A PARCEL OF LAND WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
SECTRION 10,TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN,ADA COUNTY, IDAHO,BEING
ALL THAT PROPERTY GRANTED UNDER PERSONAL REPRESENTATIVES CORRECTION DEED
INSTRUMENT NO. 108011815 TOGETHER WITH EXISTING ADA COUNTY HIGHWAY DISTRICT EL GATO LANE SITE LOCATION
RIGHT-OF-WAY MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PINE AVE oN
COMMENCING AT THE CORNER OF SECTIONS 9, 10, 15&16 THE INTERSECTION OF W. FRANKLINO
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ROAD AND N.BLACK CAT ROAD, FROM WHICH THE QUARTER CORNER SECTIONS 10 AND 15 SOUTH `"
89°15'37"EAST,2640.62 FEET; O ' co
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THENCE ALONG SAID LINE SECTION LINE COMMON TO SECTIONS 10 AND 15,SOUTH 89°15'37"EAST, Z
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908.47 FEET TO THE POINT OF BEGINNING; FRANKLIN RD (US-30) < a
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THENCE LEAVING SAID SECTION LINE,NORTH 0003511"EAST, 1087.87 FEET TO A FOUND 1/2"IRON CURRENT ZONING: RUTUj
PIN WITH NO CAP,SET PLASTIC CAP MARKED"FLSI PLS7612";
RURAL URBAN TRANSITION LU
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THENCE NORTH 89015'44"WEST,205.90 FEET TO A FOUND 5/8"IRON PIN WITH PLASTIC CAP CURRENT USE:AGRICULTURAL I 1-84 ¢ a
MARKED"FLSI PLS12646";
THENCE SOUTH 00036'41"WEST, 1087.86 FEET TO THE SECTION LINE COMMON TO SAID SECTIONS w
10 AND 15; W OVERLAND ROAD N = _
0
N
THENCE ALONG SAID SECTION LINE,SOUTH 891637"EAST 206.37 FEET TO THE POINT OF N00°36'11"E 1087.87' Q
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BEGINNING. x x x
CONTAINING 224,249 SQUARE FEET OR 5.148 ACRES, MORE OR LESS. I - — — — — — — — � — — — �•' Lu �
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O� I STREET ADDRESS: 4540 W FRANKLIN RD SECTION 10, TOWN 03 N, RANGE 01 W c 0
THIS DESCRIPTION REPRESENTS A SURVEYED BOUNDARY OF THE LAND DESCRIBED ABOVE BY o o t� ¢ LL
X o CITY OF MERIDIAN 43 3627 N, 116 2702 W o
FOX LAND SURVEYS, INC.A RECORD OF THE SURVEY WILL BE RECORDED WITH ADA COUNTY "' o� J Z
UPON COMPLETION. I I CURRENT ZONING: RUT ® ®® I o ADA COUNTY, IDAHO PARCEL#: S12-103-364-03 W Q z
o RURAL URBAN TRANSITION w
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SURVEY PROVIDED BY:
co I I
I CURRENT USE:AGRICULTURAL LO Q Q a
TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEYS, INC ON A DRAWING z I o '` I CIVIL SHEET INDEX m
TITLED ALTA/NSPS LAND TITLE SURVEY, DATED 02/20/2020. ( 0 0 x
S00°36'41"W C-001 COVER SHEET
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NOTE:SOME MONUMENTATION AS SHOWN HEREON WAS REPLACED BY THIS SURVEYOR IN THE 55.00' I I I C-101 EXISTING CONDITIONS&DEMOLITION PLAN Q 0O a
SAME LOCATION PREVIOUSLY SET BY AARON RUSH, PLS12464 IN 2018. I C-1o2 SITE PLAN W z o
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C-103 LAYOUT&UTILITY PLAN
BENCHMARK NOTE(NAVD 88): O -
+ — — — — S00°36'06"W 1087.86'
C-104 OFFSITE WATER MAIN PLAN&PROFILE J w
C-105 ONSITE WATER MAIN PLAN&PROFILE V) 0 0
CURRENT ZONING: ME _
THE REFERENCE BENCHMARK FOR THIS SURVEY IS THE NATIONAL CORS NETWORK, ELEVATIONS '.:•r ti '; r,`, :� U o
BROUGHT TO SITE VIA STATIC GPS OBSERVATIONS '° _ \ I MIXED EMPLOYMENT
PROCESSED THROUGH THE N.G.S.OPUS UTILITY. REFER TO THE DRAWING FOR SITE �'' ` '
�` i., � � CURRENT USE:COMMERCIAL LU
BENCHMARKS. ;
04
FLOODPLAIN DATA: -
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THE ENTIRE SITE IS DESIGNATED"ZONE X,AREA OF MINIMAL FLOOD HAZARD"ACCORDING TO I -
FLOOD INSURANCE RATE MAP FIRM NUMBER 16001CO234H, EFFECTIVE DATE:02/19/2003, I I I CURRENT ZONING: ME I m
NATIONAL FLOOD INSURANCE PROGRAM,AS PUBLISHED BY FEMA. I I `h' I X MIXED EMPLOYMENT a
WETLAND DATA: `
c i I S00°36'41"W 155.88'
THERE ARE NO WETLANDS ON THE SUBJECT PROPERTY BASED ON MAPPING PUBLISHED BY THE O
U.S. FISH&WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY MAPS. CURRENT ZONING: ME
' MIXED EMPLOYMENTcli
CURRENT ZONING: M-1
CURRENT USE:EDUCATIONAL FACILITY \ o o LIMITED INDUSTRIAL
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S82016'35"E 8.17'
S00°36'41"W 411.41'
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DEVELOPMENT REFERENCE: 50 S Cole Rd O
OWNER: COMPASS PUBLIC Boise, ID 83709
CHARTER SCHOOLS, INC. DIGUine-Inc. 800-342-1585
4667 W.AVIATOR ST. l/— — - 208-342-1585 =
MERIDIAN, ID 83642 1ef�re You �r�r
(208)888-5847
DRAWN BY: JL
CHECKED: DF
DESIGN BOUMA USA CIVIL ENGINEER: PARADIGM DESIGN
BUILDER: 445 PETTIS AVENUE S.E.,SUITE 201 4650 E COTTON CENTER BLVD,SUITE 110 NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR COVER SHEET
ADA,MI 49301 PHOENIX,AZ 85040 STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
(616)682-6100 (602)374-4066 RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS
BHADLOCK@PARADIGMAE.COM SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY N
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
ARCHITECT: HENRICKSON ARCHITECTURE SURVEYOR: FOX LAND SURVEYS, INC FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
100 GRANDVILLE AVE.,SUITE 030 1515 S.SHOSHONE STREET STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 2001004PH
GRAND RAPIDS, MI 49503 BOISE, ID 83705 POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
(616)458-5554 (208)342-7957 THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. 0 80, 160'
DAN@HENRICKSONAP.COM
CM001
EXISTING PUMP STATION
SITE LOCATION MAP
O SCALE 1" - 3000'
ELGATOLANE SITE LOCATION PARADIGM DESIGN
I/ � PINE AVE
/ — ARCHITECTS I ENGINEERS
4650 E Cotton Center Blvd, Suite 110 H E N R I C K S O N
100 Grandville,Suite 030
ARCHITECTURE + PLANNING
I Phoenix,AZ 85040
(602)374-4066 Grand Rapids,MI 49503
�I I FRANKLIN RD (US-30) 616.458.5554
Grand Rapids I Phoenix I Traverse City
www.paradigmae.com
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1 I I I I J JOB#2001004PH
J I 1-84 m FIRM#3856
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RURAL URBAN TRANSITION N� 15063 �
I � � CURRENT USE:AGRICULTURAL STREET ADDRESS: 4540 W FRANKLIN RD SECTION 10 TOWN 03 N RANGE 01 W e,9TF P
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10 w CD CITY OF MERIDIAN 43°36'27" N, 116027'02"W M. < Iq
III I I . ADA COUNTY, IDAHO PARCEL#: S12-103-364-03 00
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I I ILLIS M. HAD CK JR., P.E.
l BACKFILL AND COMPACT EXISTING PLUG EXITING NORTH PIPE OUTLET EXISTING IRRIGATION DITCH TO REMAIN ID - REGISTRATION #1 5063
I IRRIGATION DITCH _ SURVEY PROVIDED BY: EXP. DATE D 1/31/2021
j - I
EXISTING WIRE FENCING TO REMAIN
I i REMOVE EXISTING FENCING TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEYS, INC ON A DRAWING
N00°36'11'"._a-487.87-'_ __- x x ' POB TITLED ALTA/NSPS LAND TITLE SURVEY, DATED 02/20/2020.
-HO NOTE.SOME MONUMENTATION AS SHOWN HEREON WAS REPLACED B THIS SURVEYOR IN THE
\ IFTY
I��1 \ ' . I • . a \ REMOVE EXISTING VEGETATION AS NEEDED t_ I- / `., ' ROW SAME LOCATION PREVIOUSLY SET BY AARON RUSH, PLS12464 IN 2018. o
FOR PROPOSED IMPROVEMENTS /
BENCHMARK NOTE(NAVD 88):
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\ I I I z I REMOVE EXISTING VEGETATION AS NEEDED \ 254s 2550� I / I' I UTILITY. REFER TO THE FOX LAND SURVEYS, INC DRAWING FOR SITE BENCHMARKS. LO a
`� CURRENT ZONING. RUT Q
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EASEMENT 2 I w ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE
LJ 1 w 6, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,STATE,AND Z
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W FEDERAL REGULATIONS.
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ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL;AND UNDERGROUND TREE, }
\ I I STUMP,AND VEGETATION REMOVAL SHALL BE BACKFILLED. p w
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\ % ( REMOVE EXISTING FENCING x REMOVE EXISTING I I BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND z o
" EXISTING FENCING � BUILDINGS
�I TO REMAIN EXISTING OPAQUE I I �I I SHALL CONTINUE AS THE DEMOLITION PROGRESSES. 0 Q
I \ REMOVE I SALVAGE EXISTING FENCING FENCING TO REMAIN
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— — — —� - — — — — — - — - - — - — — — — — _ — — — — �•\ GALL NECESSARY � o
CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING
V — — — — — — — — — - — — DEMOLITION PERMITS AND PAYING FOR ANY ASSOCIATED PERMIT FEES.
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- — _ — — X X ---- -- �36'06�'W 0 86 �- _ o
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\ -T -- NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT J Z
25'LANDSCAPE SETBACK LJJ Q Z
5'PARKING SETBACK — I I o ENCOUNTERED DURING EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).
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= z ' ' 00 I PRIVATE UTILITY REMOVAL-CONTRACTOR TO COORDINATE PRIVATE UTILITY(GAS,ELECTRIC, 5
7 L� EXISTING PARKING ♦• �/ ♦ \\ 3
Q RELOCATE 111 ti ? \ 111 CURRENT ZONING: ME I ca I 0 PHONE,CABLE, ETC.)REMOVAL WITH APPROPRIATE AUTHORITY. ALTHOUGH ALL PRIVATE UTILITY Q
/ (If Q z EXISTING o ;~ ' ♦ ' y , . .; ♦ / I I SERVICES MAY NOT BE SHOWN ON THIS DRAWING,CONTRACTOR IS RESPONSIBLE FOR REMOVAL m
w ¢ FIRE HYDRANT ♦ , ' I MIXED EMPLOYMENT dp, a
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- �'� �� .♦ 1 ; ', ♦. :♦: 5 J I I PUBLIC UTILITY REMOVAL-CONTRACTOR TO COORDINATE PUBLIC UTILITY(WATER,SEWER, LJJ o
\�\ a I _ ��« '` ♦ "' STORM)REMOVAL WITH APPROPRIATE UTILITY COMPANY. ALTHOUGH ALL PUBLIC UTILITY Y
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\ \� w - �♦ ♦: , ♦ : ♦: '` ' I I M SERVICES MAY NOT BE SHOWN ON THIS DRAWING,CONTRACTOR IS RESPONSIBLE FOR REMOVAL J w
¢ a P I OF SERVICE AS NECESSARY. 00 0
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28 v 27' I J `) CURRENT ZONING: ME I TO REMOVE ENTIRE WELL AND SEPTIC SYSTEMS IN ACCORDANCE WITH GOVERNING AGENCIES. m w
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72' Row Row I MIXED EMPLOYMENT LU
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cn I I I I G I DEPTH. REMOVE TO THE NEAREST JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE. Q
L I o z VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO BEGINNING WORK. = Z
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I I I I N N I I I I I I N TMI N \ I II SAN SAN SANITARY SEWER
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D Inc- STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE CONDITIONS &
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—� RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS
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MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
50 S COLE RD STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 2001004PH
BOISE, ID 83709 POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN 0 50' 100,
800-342-1585 THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
208-342-1585
cmi 01
(Q) U
PARADIGM DESIGN
ARCHITECTS I ENGINEERS ini
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
I Grand Rapids I Phoenix I Traverse City
www.paradigmae.com
JOB#2001004PH
FIRM#3856
SITE DATA:
LOT SIZE: 5.148 ACRES(224,249 SFT)
HALL.
CURRENT ZONING: RUT-RURAL URBAN TRANSITION �O FN
I PROPOSED ZONING: R-15-MEDIUM HIGH-DENSITY O4� ENSFQCiy�
RESIDENTIAL Iz �n
I I w I PROPOSED USE: EDUCATIONAL FACILITY a N�
15063
MINIMUM LOT WIDTH: 40'
STREET LANDSCAPE SETBACK: 20'
SIDE LANDSCAPE SETBACK: 25'(EAST LOT LINE)
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I � REAR LANDSCAPE SETBACK: 12' `q
PARKING SETBACK: 5' -•3
I LLI5 M. HADACK JR., P.E.
ID - REGISTRATION #1
PARKING DATA:I 1 EXP. DATE O 1/31/202
REQUIRED PARKING: 254 SPACES
(1 SPACE PER 400 SFT OF GFA 101,271
I =253.18 SPACES)
EXISTING PARKING ON MAIN CAMPUS: 167 SPACES
(INCLUDES 6 BARRIER FREE SPACES)
EXISTING PROPOSED PARKING: 88 SPACES
15,PUMP (INCLUDES 1 BARRIER FREE SPACE) C/)
STATION
EASEMENT Q0 TOTAL PARKING PROVIDED: 255 SPACES O Q 0)
PROPOSED TURNAROUND TO BE CONSTRUCTED ON NORTH PARCEL. 10 o (INCLUDES 7 BARRIER FREE SPACES)
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TO BE REMOVED IN THE FUTURE WHEN NORTH PARCEL DEVELOPS oo Im
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I AND IMPROVEMENTS TO THE NORTH SIDE OF AVIATOR STREET AND 15 0 o PARKING SPACE: 9'x 19' v
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FURTHER EXTENSIONS ARE REQUIRED. v DRIVE AISLE: 25'MIN. a
I OPAQUE FENCING S OFF EAST - uj
J PROPERTY LINE(MATCH EXISTING) REQUIRED BICYCLE PARKING: 11 SPACES w(1 SPACE PER 25 VEHICLE SPACES
END FENCING AT PROPERTY LINE/R.O.W.
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Y commoom X —X common —00000 - - 3o EXISTING BICYCLE PARKING: 12 SPACES(6 RACKS) Fif
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— — — — — — 25' 0
LANDSCAPE SETBACK Q
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— — —_ — STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
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I RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS ^I
— - — — — - I MEASURES TO PROTECT THE UTILITY LINES TSSHOWN ON THESE DRAWINGS. THE CONTRACTOR
I V
II co FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
III I /
/ � STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 2001004PH
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/ 9 10 � POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN o 50 goo
III I I o THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
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(Q) U
PARADIGM DESIGN
ARCHITECTS I ENGINEERS ini
i I� HENRICKSON
X
— I 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
X
JOB#2001004PH
w — PROPOSED 8"OFFSITE PUBLIC WATER FIRM#3856
F————t— -—I—————— — MAIN EXTENSION(SEE SHEET C-104)
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8 SPACES 6' 8 SPACES u / N� 0
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ILLIS M. HADL CK JR., P.E.
ID - REGISTRATION #1 5063
EXP. DATE O 1/31/2021
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of w I 16 SPACES 16 SPACES a>
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50 S Cole Rd O
Boise, ID 837
DIGUin lino. 800-342-585 9
Call Before You Dig! 208-342-1585 =
DRAWN BY: JL
CHECKED: DF
NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR LAYOUT & UTILITY
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE PLAN
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS ^I
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. • 2001004PH
POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
0 30' so'
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
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WATER CONSTRUCTION KEYNOTES: PARADIGM DESIGN
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1. INSTALL 8"PVC C-900 WATER MAIN. LENGTH AS NOTED ON PLAN. ARCHITECTS I ENGINEERS
— — — +— — — HENRICKSON
! \ I 2. INSTALL 6"PVC C 900 WATER MAIN. LENGTH AS NOTED ON PLAN. 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING
I X" / �— Phoenix,AZ 85040 100 Grandville,Suite 030
—� -�L \ I _ 3. INSTALL 6"900 BEND WITH THRUST BLOCKING PER ISPWC SD 403 (602)374-4066 Grand Rapids,MI 49503
616.458.5554
4. INSTALL WATER LINE TEE-8"x 8"x 6",WITH THRUST BLOCKING PER ISPWC SD-403 Grand Rapids I Phoenix I Traverse City
www.paradigmae.com
\ / I 5. INSTALL WATER LINE TEE-6"x 6"x 6",WITH THRUST BLOCKING PER ISPWC SD-403
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I I R 1 20 L.F. I R_ UG-E UG-E JOB#2001004PH
�� IR I IR IR 6. INSTALL WATER LINE TEE-8 x 8 x 8",WITH THRUST BLOCKING PER ISPWC SD-403 FIRM#3856
IR IR IR IR I -E IR 9 i 7. INSTALL REDUCER WITH THRUST BLOCKING PER ISPWC SD-403.SIZE AS NOTED ON PLAN
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W AVIATOR ST I 4 1 20 L.F. I 11. REMOVE AND RELOCATE EXISTING FIRE HYDRANT.CONNECT TO EXISTING WATER.
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CO \ I ID - REGISTRATION #1 1 EXP. DATE 01/31/20
21
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50 S Cole Rd O
Boise, ID 83709
DIGUine.—linc. 800-342-1585
Call Before You Digs 208-342-1585 =
DRAWN BY: JL
CHECKED: DF
NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR OFFSITE WATER
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE MAIN PLAN &
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 PROFILE
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. • 2001004PH
POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
C=1 04
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CD 1. INSTALL 8"PVC C-900 WATER MAIN. LENGTH AS NOTED ON PLAN. ARCHITECTS ENGINEERS
CD
m I I I HENRICKSON
I Z L
c 2. INSTALL 6„PVC C-900 WATER MAIN. LENGTH AS NOTED ON PLAN. 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING
co J I Phoenix,AZ 85040 100 Grandville,Suite 030
w 3. INSTALL 6"90°BEND WITH THRUST BLOCKING PER ISPWC SD403 (602)374-4066
Grand Rapids,MI 49503
L I 616.458.5554 I 4. INSTALL WATER LINE TEE-8"x 8"x 6",WITH THRUST BLOCKING PER ISPWC SD-403 Grand Rapids I Phoenix I Traverse City
—— ———————— — — I 0 I www.paradigmae.com I o X 0 5. INSTALL WATER LINE TEE-6"x 6"x 6",WITH THRUST BLOCKING PER ISPWC SD-403
o� �
I I O .� ( JOB#2001004PH
6. INSTALL WATER LINE TEE-8„x 8„x 8",WITH THRUST BLOCKING PER ISPWC SD-403
I I ( I FIRM#3856
PROPOSED 20' 7. INSTALL REDUCER WITH THRUST BLOCKING PER ISPWC SD-403.SIZE AS NOTED ON PLAN
I I WATER LINE EASEMENT
I I — 2 39 L.F.
— 2 215 L.F. x 8. INSTALL FIRE HYDRANT PER COM STD. DWGS W8&W9 �S\ONAC
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I I 4 — J _ — — NSA 9. INSTALL 8"WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-403 O����C+ENSF��'�y�
---- — — ----
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3 11. REMOVE AND RELOCATE EXISTING FIRE HYDRANT.CONNECT TO EXISTING WATER.
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EXISTING LEGEND ID - REGISTRATION #1 5063 �
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50 S Cole Rd O
Ln
Boise, ID 83709
D' i i e.--Inc. 800-342-1585
Call B e im7e You D g 1 208-342-1585 =
DRAWN BY: JL
CHECKED: DF
NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ONSITE WATER MAIN
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE PLAN & PROFILE
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. • 2001004PH
POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
C=1 05