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MERIDIAN, IDAHO
SCRIBED 'X' AT
TOP BACK OF CURB
EL. 2696.40
NAVD 88 DATUM
0 20 60
10 40
SCALE: 1 20'
INDEX
SHEET
COVER, SITE MAP, VICINITY MAP, SHEET INDEX, AND LEGEND
C-1
NOTES AND DETAILS
C-2
GRADING PLAN
C-3
UTILITY PLAN
C-4
NOTES JD CONTRACTOR:
1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER,
STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR
INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN
ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES.
3) DIMENSIONS ARE TO TOP BACK OF CURB UNLESS OTHERWISE
NOTED.
VICINITY MAP
SCALE: 1"=400'
LINETYPES: SYMBOLS:
EXISTING CURB & GUTTER EXISTING SANITARY SEWER MANHOLE
...................
CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE
. ... . . . ................. . ......... ............. ___ . ..... -- - ------ - __ . . . ................... .... . . ...........
EXISTING GRAVITY IRRIGATION
S EXISTING SANITARY SEWER
INSTALL SANITARY SEWER MAIN INSTALL GRAVITY IRRIGATION
—S
.............
$ INSTALL SEWER SERVICE EXISTING VALVE
") . ...................... EXISTING STORM DRAIN INSTALL WATER VALVE
.............. ........................ . .....
SD INSTALL STORM DRAIN MAIN N INSTALL IRRIGATION VALVE
................................. ------- - -----
........................... EXISTING WATER MAIN EXISTING WATER METER
W INSTALL WATER MAIN INSTALL WATER METER
......... . ... . .......... ________,_ - - - - --------- ................. . ............. .................................... . .......... . ........................... . . ... ... . . . - - - - -- - - - ---------------------
RD —i INSTALL ROOF DRAIN EXISTING BLOW -OFF VALVE
.................... --------- . ......... . ....................... .
J/T —1 APPROXIMATE JOINT TRENCH INSTALL BLOW -OFF VALVE
.............. . ............. ........................ - --------- - - - ----- ................ - - — - - ---------------------------------------------
pEXISTING PRESSURE IRRI. EXISTING FIRE HYDRANT
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....... . ... .................... . ..
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Pi NSTALL PRESSURE IRRI. MAIN INSTALL FIRE HYDRANT
.......................................
EXISTING GRAVITY IRRIGATION STORM WATER FLOW
............................... ___ — - - - — ----- - - -- - -- - -------------- ................................. . ... . ... . ..................................... ........ . ..
IRR —1 INSTALL GRAVITY IRRI. MAIN ate`--o INSTALL STREET LIGHT PER CITY STD
G EXISTING GAS LINE EXISTING IRRIGATION PUMP -OUT
.......... ....... . ................. - - --- - -------- ........................................
G INSTALL GAS LINE INSTALL IRRIGATION PUMP -OUT
........ ..... ........ .......... ........ . . . . ............... .........................
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. ........ . .............. . EXISTING COMMUNICATION LINE EXISTING CATCH BASIN INLET
v
......... . .. -- - -- - ---- . ....... - - - - - - - -------------- ............................ - — — — ------------------------------------------- - ---------- - ---
TV —1 INSTALL COMMUNICATION LINE CONSTRUCT CATCH WIN INLET
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. .......... . .. ...................... ............ .... ............... . ..........................
LOT LINE CONSTRUCT PEDESTIAN RAMP
............................. — - - - ---------- - - - - - - - --------- - ---------------------------- - - --
B OUNDARY/PHASE LINE 0 #11P TEST HOLE W/ PERCOLATION TEST
. ................ . . .................. . ... . .......... . .................... .
CENTER LINE 0 #1 TEST HOLE
........... . . . ......... . .. . . .... . . . ....... .........___________
. �_,,_,, ....... ..... . .. . ..... -------- . . . ................... . ..................... .............
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.... .... ... ... .... .... .. .... .... ... ... EASEMENT LINE INSTALL STOP SIGN
EXISTING CONT-----
INSTAL STREET SIGN
...................
OUR .............
.......... .................
------- 2550 FINISH GRADE CONTOUR
INSTALL 2-PARTY MAILBOX
..........................
EXISTING EDGE OF PAVEMENTd,
z 146 EXISTING TREE
RSW
............................ . .... . . ...... . . ..........................11 Q\
.............
0 EXISTING UTILITY POLE
EXISTING OVERHEAD POWER 1\
................. . ....... .
........................ .......................................... .................
FO ..EXISTING FIBER OPTICS EXISTING UTILITY POLE W/ GUY WIRE
................................... . ... . . ......................................... . .
.........................
UP INSTALL UNDERGROUND POWER ......... EXISTING ELECTRICAL BOX
......................
- - -- -- ---- -- TOP OF BANK
EXISTING TELEPHONE BOX
................................................................................................... ...................................
..............
TOP OF SLOPE 0 C.O. INSTALL CLEAN OUT
- - - ------------- - -
TOE OF SLOPE
ABBREVIATIONS:
............ ------
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ER EDGE OF ROAD BRG s BEARING OPP.OPPOSITE
- - — - ---- - ----------- .... . .... - ---------- - - - - - - - - ----- -
EG EDGE ..............OF GRAVEL CENTER UNE P/L PROPERTY LINE
. .. . .......... . ...... - - - --------- I ......................... . . . ........................ ..... ................... .................. ........ .... . ... ... .......... . .. . .......................
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sc SAW CUT LINE CLR I CLEAR PC POINT OF CURVE
— - - --- - ---- ---------------------- - - ------ - - - - - - ------ I ........... . .................. - - - --- --------------
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SWALE FLOW LINE EG z EDGE OF GRAVEL PI PRESSURE IRRIGATION
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- - - - - - ----------- . . ................. I ..........
EL ELEVATION PT POINT OF TANGENT
....... - - ---- EP EDGE OF PAVEMENT RT RIGHT
...... . ... . ...................... . ................ ..... — — ------------------- -
FF FINISHED FLOOR S SANITARY SEWER
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.......... . . . ... . ........ . ............... . ................. ----------------
111 littall
. . . . ....... FG I FINISHED GRADE SD i STORM DRAIN
6,i111_3eAw ��ow 91� -- - ------- - --- - - - --- - ---- - -- - - - - --- - ------- - - STATION
FL FLOW LINE STA. S
800-342-1585 - - -- - ----- ............ . ................ . ...... . . .
FS FINISHED SURFACE TBCj TOP BACK CURB
--- - - _ - - - -------- .. . ............................
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G.B. GRADE BREAK TRLC TOP BACK REVERSE R8
IRR ;GRAVITY IRRIGATION TVC TOP BACK VERTICAL CURB
------------ - -
INV. INVERT TEL TELEPHONE UTILITY
LT i LEFT TYP.1 TYPICAL
ME I MATCH EXISTING U.N.O. UNLESS NOTED OTHERWISE
................. .................. ..................... ...............................................................
;WATER
THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Op I OVERHEAD POWER W
.................. ............ 1-1 .................................. .............. ........................
ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL i END VERTICAL
BVCS EVCS�
TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT CURVE STATION CURVE STATION
OF LEAVITT & ASSOCIATES ENGINEERS, INC. z BVCE EVCE
BEGIN VERTICAL END VERTICAL
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CURVE ELEVATION I �z CURVE ELEVATION
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AS NOTED
C-1
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS),
MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF
THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING
STANDARDS OR SPECIFICATIONS.
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR
READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT
COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS
RESOLVED.
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES.
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO
START OF WORK.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED.
NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY
NOT OPEN OR CLOSE WATER VALVES.
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT
THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS
INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR
PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS
DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE
RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED
CONSTRUCTION PLANS.
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR
TO CONSTRUCTION.
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM
THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE
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APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER.
ROADWAY
OADWAY
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY
CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.
WATER
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC
DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN
GENERAL CONSTRUCTION NOTE NO. 1.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER
MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM
WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES).
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER
USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE
WITH THE PUBLIC WORKS INSPECTOR.
SEWER
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA
58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER
MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE
CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
PRESSURIZED IRRIGATION
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING
CONSTRUCTED.
2. INSTALL A REDUCED PRESSURE BACKFILL PREVENTION IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE
PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)
AND THE CITY OF MERIDIAN WATER DEPARTMENT.
DRAINAGE
1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC
WORKS DEPARTMENT ON SITE AT ALL TIMES.
2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS
DEPARTMENT.
3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL
STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED.
APPROVAL IS CONTINGENT UPON INSPECTION.
4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A
MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3'
OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS
DEPARTMENT.
SIDEW)
3/4" MIN - - -
AGGREGATE
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SEEPAGE
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BASIN N0. 2
LIDS/GRATES TO BE FLUSH WITH
FINISHED SURFACE HS 25 RATED TOP
2695.24
;PHALT CONCRETEj7 1 20" 141 7M\
2692.25
INV.-IN 2690.25 2692.16
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SUBGRADE BASE COURSE
12" NON -PERFORATED ADS
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60'-0"
N-12 PIPE 5.0 LF ® 0.22% TRANSITION FROM
NON -PERFORATED
TO PERFORATED
12" PERFORATED ADS N-12 PIPE
END CAP
OBSERVATION WELL #1�
W/ LOCKING LID.
OBSERVATION WELL #1\
W/ LOCKING LID
2695.36
2693.86
TOP
2692.21
INV.-IN
END
12" PERFORATED ADS N-12 PIPE
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OBSERVATION WELL #2
W/ LOCKING LID.
20'-0" MIN.
OUTSIDE OF BED
5'-0" ANY DIRECTION
2695.66
TOP
2" WASHED DRAIN ROCK
II
WRAP SIDES AND
II
TOP OF TRENCH W/12
NON WOVEN FILTER FABRIC\
2689.36
BOTTOM
� :YNSTALL 1' '6" 'ASTM C ' 3�, SANO.
2687.86
I;
BOTTOM OF SAND
EXCAVATE TO FREE DRAINING MATERIALS
SHGW = 10' BELOW
SURFACE
DESIGN INFILTRATION
RATE 8.0"/HR
REQUIRED VOLUME=1,223 CF
DESIGN VOLUME=1,305 CF
SEEPAGE TRENCH NO, 1 DETAIL
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2691.91
GRATED LID
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6" VERTICAL PVC 1.2 LF
CONNECT TO 6 ROOF
DRAIN LINE WITH 6" TEE�Ji -90' ELL
INV=2692.73J
6" PVC 3.6 LF ® 1.00%
LANDSCAPE DRAIN DETAIL
-NTS-
2'-1"
SUBGRADE
6* VERTICAL CURB & GUTTER
-NTS-
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PAVEMENT SECTION
PER GEOTECHNICAL REPORT
-NTS-
5:0' 6" VERTICAL CURB
(NO GUTTER) PER
ISPWC SD-701A
6 aD DETECTABLE
WARNING PER
ISPWC SD-712
ALL CONCRETE AROUND THE RAMP SHALL BE 5 INCHES
THICK WITH 4 INCHES OF -Y4" AGGREGATE BASE.
PEDESTRIAN RAMP NO, 2
1 "=10'
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NOTES TO CONTRACTOR:
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1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER,
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STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR
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INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN
ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
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2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
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IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
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COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
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AND ALL DAMAGES WHICH MIGHT BE OCCASIONED EY HIS
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FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
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UNDERGROUND UTILITIES.
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THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES
ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT
SCALE:
Sheet Number:
TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT
AS NOTED
C-2
OF LEAVITT & ASSOCIATES ENGINEERS, INC.
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94.49FS
E. AMITY RD.
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KEYNOTES 10-
PROTECT EXISTING STREET LIGHT IN PLACE. J
PROTECT EXISTING WATER UNE IN PLACE. z
PROTECT EXISTING SEWER SERVICE M
IN PLACE. (L
PROTECT EXISTING GAS LINE IN PLACE.
PROTECT EXISTING COMMUNICATION LINE IN PLACE.
PROTECT EXISTING TRANSFORMER IN PLACE.
SAWCUT AND REMOVE APPROX. 146 SF OF
ASPHALT PAVEMENT AND DISPOSE OF OFF SITE. 'a. 0 sw
SAWCUT AND REMOVE APPROX. 326 SF OF
ASPHALT PAVEMENT AND DISPOSE OF OFF SITE. lixk
CONSTRUCT APPROX. 182 LF REVERSE UP CURB
AND GUTTER. SEE DETAIL SHEET C-2. C
CONSTRUCT APPROX. 44 LF VERTICAL CURB 00 00
AND GUTTER. SEE DETAIL SHEET C-2.
CONSTRUCT APPROX. 121 LF VERTICAL CURB
AND GUTTER. SEE DETAIL SHEET C-2. C4
Cj
CONSTRUCT APPROX. 128 LF VERTICAL CURB
AND GUTTER. SEE DETAIL SHEET C-2. > 0
APPROX. 23 LF TYPE 'P' SURFACE REPAIR
PER ISPWC SECTION 300.
SEE DETAIL SHEET C-2.
SEE DETAIL SHEET C-2. M
SEE DETAIL SHEET C-2. 0
Ix
SEE DETAIL SHEET C-2.
SEE DETAIL SHEET C-2.
INSTALL 6" VERTICAL PVC WITH GRATED LID
AND CONNECT TO ROOF DRAIN LINE. SEE
LANDSCAPE DRAIN DETAIL SHEET C-2.
CONSTRUCT DRAINAGE SWALE. CL
SEE DETAIL SHEET C-2.
INSTALL 1000 GALLON SAND AND GREASE TRAP
NO. 1. SEE DETAIL SHEET C-2.
INSTALL TYPE IV CATCH BASIN NO. 1 WITH z
GRATE EL=94.54
22
INSTALL TYPE IV CATCH BASIN NO. 2 WITH
CONSTRUCT 6" PVC ROOF DRAIN PIPE >w
CONNECTIONS WITH ARCHITECT'S PLANS. w — 0
CONSTRUCT 60 PVC ROOF DRAIN PIPE z
CONSTRUCT 6" PVC ROOF DRAIN PIPE v- �c 0
CONNECTIONS WITH ARCHITECTS PLANS. z
INSTALL ROOF DRAIN CLEAN OUT WITH CAP z
FLUSH WITH SURFACE. IW=92.85
INSTALL ROOF DRAIN CLEAN OUT WITH CAP
FLUSH WITH SURFACE. INV=93.29
INSTALL 12"02"x6" TEE.
CONSTRUCT SEEPAGE TRENCH NO. 1. 0
SEE DETAIL SHEET C-2. 0
SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. z 0 z CD
W Of
WHITE PARKING PAINT STRIPE, 0 (D IL 0 Z
CONSTRUCT PEDESTRIAN RAM NO. I ER HORIZONTAL & VERTICAL W. 2
CONCRETE PATH PER ARCHrrEc-rs PLANS. LU
CONSTRUCT APPROX. 1,611 SF OF ASPHALT >
NOTES TO CONTRACTOR: LU �q
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PAVEMENT. SEE PAVEMENT SECTION SHEET C-2. a:
CONSTRUCT APPROX. 1,830 SF OF ASPHALT 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER,
PAVEMENT. SEE PAVEMENT SECTION SHEET C-2. STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVAnONS OR IL
CONSTRUCT APPROX. 1,925 SF OF ASPHALT INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN
PAVEMENT. SEE PAVEMENT SECTION SHEET C-2. ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
CONSTRUCT PEDESTRIAN RAMP NO. 2. SEE DETAIL IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE
SHEET C-2. THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE CL 1-13
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
4" WHITE PAINT STRIPES. ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL co N co
CONSTRUCT APPROX. 32.9 LF 5' SIDEWALK. UNDERGROUND UTILITIES. 0 04 N <
SEE DETAIL SHEET C-2. 3) FOR ACTUAL ELEVATIONS, ADD 2600' TO DESIGN ELEVATIONS co 04
45 INSTALL 3 LOOP ULINE BIKE RACK MODEL NO.
H-2543BL (OR EQUAL) PER MANUFACTURERS z
RECOMMENDATIONS. THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES[] I<cq M 61
ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number:
TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT I =1 0'
E. AMITY RD.
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17
..c ;t` °• _ -��. 4 i iy�� �.— — _-�.4 _ i, —. �i i�l _ — -�ITr� a 77'
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— — — — — — — — — — — — -- —77,------
— — — — — — — — — — — — — — — —
----------
-------------- �--— — — — — — — — — — — — — —
----
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1
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EXISTING PRESSURE
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IRRIGATION SERVICE
1
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*CONNECT TO EXISTING UNDERGROW17
POWER SERVICE AND EXTEND APPRdX.
27 LF. COORDINATE WITH IDAHO ;POWER.
COORDINATE BUILDING POINT OF I ENTRY
WITH BUILDING PLANS.
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CONNECT TO EXISTING COMMUNICATIONS
LINE AND ;EXTEND APPROX. 24 LF.
COORDINATE WITH CENTORY LINK OR
SPARKLIGHT AND WITH BUILDING PLANS.
FF=95.00
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77, SC SC
El
CONSTRUCT 38 LF 2" WATER SERVICE-
-
PER MERIDIAN STANDARD DRAWINGW4:
COORDINATE BUILDING POINT` OF ENTRY
WITH BUILDING PLANS
SC
E
G G G- -7 -
CONNECT TO EXISTING GAS SE"CE.
CONSTRUCT APPROX. 12 LF `
GAS SERVICE. COORDINATE WITH
INTERMOUNTAIN GAS COMPANY.
COORDINATE BUILDING POINT OF,
ENTRY WITH BUILDING PLANS.
71
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INSTALL 2" WATER METER
A1VD SETTER PER MERIDIAN,
STANDARD DRAWING W4.
_........ \�
---_1' --_�.
*TAP INTO EXISTING 8" E
WITHSELF TAPPING TEE A4"
CONSTRUCT 9 LF 2" WATER
SERVlItE PER MERIDIAN
STANDARD DRAWING W4.
*CONTRACTOR TO FIELD VERIFY
HORIZONTAL & VERTICAL
LOCATION PRIOR TO CONSTRUCTION.
0 10 30
5 20
SCALE: 1 " = 10'
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NOTES TO CONTRACTOR:
1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER,
STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR
INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN
ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES.
3) FOR ACTUAL ELEVATIONS, ADD 2600' TO DESIGN ELEVATIONS
SHOWN.
THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES
ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE:
TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 „_10'
OF LEAVITT & ASSOCIATES ENGINEERS, INC.
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Sheet Number:
C-4