REVISED 17-075 pool plans 8.17.18- ---- ------
CITY OF MERIDIAN GENERAL NOTES KM STANDARD PROJECT NOTES
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STANDARD NOTES FOR REVISED 3/1/18 GENERAL s
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RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND PARAMOUNT DIRECTO,R SUBDIVISION NOS
5 1w m
COMMERCIAE PROJECTS WITH PUBLIC MAINS 1. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE
GENERAL CONSTRUCTION ENGINEER AND WILL BE. PROVIDED.TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
16860
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE, WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE N
POO'L LOT 125 BLOCK 1�MERIDIAN I.DAHO
PUBLIC WORKS CONSTRUCTION �(ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 5 v 8
SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE Z
ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE� REQUIREMENTS. OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND
F
AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF. ANY OF AROUND THE CONSTRUCTION AREA.
THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.
C.
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MER IDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITHITHE APPROVED PLANS, CONSTRUCTION PLANS
SPECIFICATIONS, SOILS REPORT AND APPENDIX CHAPTER 33 OF THE UNIFORM, BUILDING
SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE CODE.
ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD. BE GROUNDS FOR A STOP WORK
00
ORDER UNTIL THE SITUATION IS RESOLVED. 4. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND
PROTECTED DURING CONSTRUCTION. JULY 2018
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "'APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITEAT
ALL TIMES.
5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THEMOST CURRENT ISPWC
SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN, ACHD, AND THE
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTIO,N CONFERENCE 0 15 30 60
IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 90
PRIOR TO START OF WORK.
6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE
REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. Plan Scale
AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE
6. CONTRACTOR SHALL NOTIFY THE PU13LIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE STORM WATER POLLUTION PREVENTION. PLAN,.
CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE
APPROVED PRIOR TO (A), BACKFILLING TRENCHES FOR PIPE (8) PLACING OF AGGREGATE z
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING Ln U.1
AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH BASE (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE z
PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE SHEET INDEX 0
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GENERAL CONSTRUCTION NOTE, NO. 1. RESPONSIBILITY OF PERFORMING THE WORK IN, AN ACCEPTABLE MANNER.
CO.0 COVER AND NOTES
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I (A) BACKFILLING 8- THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE Lu
WORK SUBJECT. TO APPROVAL BY ANY GOVERNMENTAL AGENCY. MUST BE APPROVED PR OR TO
TRENCHES FOR PIPE;:(B) . PLACING OF AGGREG . ATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING 40 C1.0 SITE, GRADING, AND UTILITY PLAN
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AGENCIES. THESE PLANS WILL BE' PROVIDED TO THE CONTRACTOR BY THE INGINEER OR C
C1.1 STORM WATER IMPROVEMENT DETAILS
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC PROJECT INSPECTOR PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT
WORKS DEPARTMENT, AND THEIR: DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR THE CURRENT SET OF APPROVED'PLANS. POOL DESIGN BY fA L1.0 LANDSCAPE PLAN
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FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE uj
DEQ/QLPE APPROVED CONSTRUCTION PLANS. 9. ANY PLAN CHANGES REQUIRES APPROVAL BY, THE DESIGN ENGINEER AND THE CITY OF, OTHERS. A %...
MERIDIAN.
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN SUBMITTED
WRITING PRIOR TO CONSTRUCTION. GRADING
LEGEND
UNDER SEPARATE
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 10. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, 4�
DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 FOUND BRASS CAP
PERMIT FROM THE BUILDING DIVISION OF THE -MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT PERMIT.
OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE
LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER.,
GEOTECHNICAL ENGINEERING REPORT. A. 'A FOUND ALUMINUM CAP
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11. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE, OF
WATER FOUND 5/8 INCH REBAR
ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED
IN THE GEOTECHNICAL CONSULTANT. ALL WASTE MATERIAL SHALL BE REMOVED FROM
1 . CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC
0 FOUND 1/2 INCH REBAR
,THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE
DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN
SITE SHALL BE PROOF -ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE d.*
GENERAL CONSTRUCTION NOTE NO. 1. CALCULATED POINT
STABILITY OF SUBGRADE. A REPRESENTATIVE OF GEOTECHNICAL CONSULTANT SHALL
A-: V
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF STRUCTURAL
.4 -. A..- - % .. SEWER MANHOLE
DRAIN, AND IRRIGATION) SHALL BE. A MINIMUM OF TEN . (10) FEET'. WHERE IT IS NECESSARY FOR A POTABLE WATER FILL.
MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN, EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, < STORM DRAIN MANHOLE
12. STRUCTURAL FILL IS DEFINED BY THE. GEOTECHNICAL CONSULTANT.
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542 . 07 OF THE IDAHO RULES FOR PUBLIC A
3:
DRINKING WATER SYSTEMS (IDAPA 58.01-08) AND SECTION. 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). TOPSOIL AND. OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND 0011 STORM DRAIN CATCH BASIN
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3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS OWNER BEFORE I THE START OF CONSTRUCTION. FIRE HYDRANT
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE, IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE 14. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED ANOTICE OF INTENT
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WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALLBE FOR CONSTRUCTION ACTIVITY WITH THE. EPA. x
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS, 0 WATER VALVE 0
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM
WATER METER CL
W,
REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS
E RESTRICTIVE.
MOR 0.
4. PLACE, WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER, THE SERVICE LINE CROSSES A
STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). SIGNAL POLE
UTILITY
LIGHT POLE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY
AFFECTED BY CONSTRUCTION. IF. WATER.SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING
PUBLIC WORKS INSPECTOR Z
ELECTRIC BOX
UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE
TRANSFORMER
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL,DAMAGES WHICH
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE
SEWER
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MIGHT BE OCCASIONED AS A RESULT OF FAILURE,TO EXACTLY LOCATE AND PRESERVE
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 10, GAS MARKER 0 z
ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE,.(342-1585) FOR
58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO� DIGGING. -X-X- < uj
TELEPHONE MANHOLE
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 17. EXISTING OVERHEAD POWER LINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO
MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH TELEPHONE/FIBER OPTIC RISER
MAIN AND NON -POTABLE WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL'OTHER OVERHEAD POWER 0
IRR
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE. IDAHO RULES FOR PUBLIC
LINES AND POLES AS REQUIRED. IRRIGATION VALVE z
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE, WASTEWATER RULES (IDAPA 58.01.16). 11=1 uj
3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 18. INSTALL CONCRETE COLLARS PERISPWC SD -616 AROUND ALL RIMS, GRATES, AND SIGN
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE METERS WITHIN ASPHALT. z
WATER MAIN TO CROSS WITH LESS THAN� EIGHTEEN �18� INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 19. A -L WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO BOUNDARYLINE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.0 F THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED <
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). STREET IMPROVEMENTS. W. DIRECTOR ST. INTERIOR PARCEL LINE 0
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE ADJACENT PROPERTY LINE u uj
CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) U 0 >
ROAD CENTERLINE uj
ROADWAY CONTACT INFORMATION 0
SECTION LINE 25 co U
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY
IGHTON DEVELOPMENT INC.
CONSTRUCTION PERMIT FROM ACH D OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. KM ENGINEERING, LLP EIR 0 N
9233 WEST STATE STREET 12601 W.. EXPLORER DR, STE. 200 BOISE, EASEMENT LINE Ln
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE EAGLE, IDAHO 83714 IDAHO 83713 r'ssl
PIPE ZONE. PHONE: (208) 639-6939 CONTACT: STEVE HART _s_ S -s- SANITARY SEWER LINE z
FAX: (208) 639-6930 PHONE: (208)378-4000
CONTACT: LACHLIN KINSELLA, P.E. FAX: (208)377-8962 SD -SD- STORM DRAIN LINE
PRESSU RIZED IRRIGATION KEVIN McCARTHY, P.E. EMAIL: hart@brightoncorp.com w w 0
WATER LINE
I . THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS
BEING CONSTRUCTED. EMAIL lkinsella@kmengilp.com G1 G1
kevinOkmenglip.com GRAVITY IRRIGATION LINE
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND
THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL -P-P-P- UNDERGROUND POWER LINE
QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT.
op -op- OVERHEAD POWER LINE
DRAINAQE
GAS LINE
1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY DIGLINE
PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICA1101-4 -T-T-T- TELEPHONE/FIBER OPTIC LINE
OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE PHONE: (208) 342-1585)
MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.
-PI-Pi PRESSURE IRRIGATION
EP EP
EDGE OF PAVEMENT
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ADA NOTES . . . . . . . .
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N X- FENCE LINE
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DRAWINGSTATUS:
1. ALL SIDEWALKS AND'ACCESSIBLE ROUTES SHALL MEET THE FOLLOWING SLOPE REQUIREMENTS LIST BELOW. CONTRACTOR
ffTffTiTTM CONCRETE 0
WILL BE REQUIRED TO REPLACE/REAPIAR ANY IMPROVEMENTS NOT MEETING THESE CRITERIA AT HIS OWN COST.
a.
ASPHALT
SIDEWALKS AND ACCESSIDLE ROUTES FOR AGENCY REVIEW
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m.............. .. . .... .
Lu -2% MAXIMUM CROSS SLOPE
-5% MAXIMUM RUNNING SLOPE AN
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'ADA PARKING AREAS AND LANDINGS MERIDIAN
0 -2% MAXIMUM SLOPE ANY DIRECTION IDAHO
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EAMPS
00 -2%. MAXIMUM CROSS SLOPE
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-8.33% (1:12) MAXIMUM RUNNING SLOPE 4
LOCATION MAP
2. ALL TRUNCATED DOME PANELS TO BE "'YELLOW' .
ENGINEERS. SURVEYORS. PLA
3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE MINIMUM REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE ADA, NNERS
MUTCD, AND THE ISPWC. x 9233 WEST STATE STREET
uj BOISE, IDAHO 83714
PARAMOUNT DIRECTOR PHONE (208) 639-6939
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FAX (208) 639-6930
SUBDIVISION NO. 1
DESIGN BY. LCK
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DRAWN BY: SRIVI
15 CHECKED BY: LCK
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'POOL SITE DATE: 7/9/18 Z
PROJECT: 17-075
VICINITY MAP
SHEET NO.
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81,97 N�
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CRUSHED AGGREGATE BASE A 811.97
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FG t - � I MATCH PREVIOUS PHASES.
12" OF 6 -INCH MINUS PIT -RUN SUBBASE 79.bb
MA� 5. REFER TO PARAMOUNT DIRECTOR SUBDIVISION NO.1
CONSTRUCTION PLANS.
sw
A 79.5
-A A
.4 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND
ASPHALT PATHWAY SECTION 4 79.63 7962
Sw A GUTTER TO 6", VERTICAL CURB.
NTS
81.76 A 81.75 2 1.7% 7. INSTALL PEDESTRIAN RAMP WITH NO LANDING PER ISPWC
FG A, FG SD -712G, WITH DETECTABLE WARNING PER ISPWC
2S 79.58 is SD -712.
A.- A
4 GB 79.7211 8. INSTALL 6" VERTICAL CURB PER DETAIL THIS SHEET.
sw
A 9. INSTALL ASPHALT AS PER DETAIL THIS SHEET.
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A
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10. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND
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81.91 A 81.85
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1. INSTALL 6" CLEAN-OUT PER ISPWC SD -506A 0
FF: 2581.91 0.
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4 FIELD VERIFY SIZE, LOCATION AND INVERT.
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44 3. INSTALL 141 LF 4" PVC SEWER AT 1.0% MIN.
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LATERAL EASEMENT \,81.66 4. REFER TO MECHANICAL PLANS FOR,EXACT SEWER z
INST. No. 2016-039845 FG LOCATION AND CONTINUATION OF SERVICE WITHIN I uj
BUILDING.
2-580 -00
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81.74 81.71 4 81.76 A 0
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sw sw FG 4S FIELD, VERIFY SIZE AND LOCATION PRIOR TO
81 . .71 FF: 2581.91 0 .4. V) <
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]aSW 81.66 4U (A > 0
6. INSTALL 142 LF OF 1.25" POLY WATER BETWEEN
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-81.75 A A1 K. BUILDING AND EXISTING CONNECTION POINT. R
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81.91 POOL CONSTRUCTION PLANS PREPARED BY GEM GUNIT
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8. INSTALL 1000 GAL SAND AND.GREASE TRAP
qp -,7 81.48 C!
81.53 81.36 81.44 co RIM = 2580 33 N (OPEN INLET) 1--s u r%%
sw sw TOC sw 80 * 03 RIM = 2580.45 U 0
81.36 W. _w w -w -w _w w w -w -w -------- sw 80.11* INV IN = 2575.92 (N) (12" ADS N-12)
81.51 sw
sw sw TOC 1 11 1.7%. SW LU j
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A? Aj. < - 43 4 79.93 4 INLET BAFFLE = 2575.24
sw VIN 81.46 00, 81.36
4 OUTLET BAFFLE 2575.82
TBC < (0 81.41 LLJ
81.42 81.40 sw OR 4.9% .9% Oq G13 <
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81.43 UNLESS NOTED AS FOLLOWS:
TBC RIM RIM OF STRUCTURE
A
4S
TA TOP OF ASPHALT z
V
N _\_81.28 C7U 81.19_/ CON TOP OF CONCRETE
TDC' MA MATCH EXISTING 0
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GB GRADE BREAK
Lu EXISTING 96 IN DIA. 4� 8 81.06
STANDARD MANHOLE TYPE B
6S 0 SW TOP,OF SIDEWALK
13110 GB is
81.62 81.55 RIM:2581.80 FG = FINISHED GRADE 1:121"111mv 0
81.26
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< Sw MA 811.39 81.48 ENGINEERS. SURVEYORS. PLANNERS LL
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IE OUT:2573.16 48 -IN RCP (NW) 9U
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81.64-�-0011011w 0
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LLj [_MA alp! 811pi 811pi 811p� 0
8'i <___ I - p �
8,P1 8 p"'R 8"pi 8' 8'pl 8"R 81p; pi 8.11m PHONE (208) 639-6939
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Ln 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA FAX (208) 639-6930
STANDARDS. WITHIN POOL AREA AND ALONG THE
80.85
9
9U 81.46 DESIGN BY: L
A 8 0. 9 35 SIDEWALK.
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DRAWN BY: SRIVI
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GENERAL NOTES CHECKED BY: LCK <
15
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PROJECT: 17-075
SHEET NO.
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PLAN VIEW
1
EXTEND PIPE (I- TO 6" MAX.)
O
BED
EL. B.
OUTLET BAFFLE WALL
EL. OUT
BED DEPTH
» ELEVATION A»
EL. I
E,
A
�
_
FLOW
100 -YR VOLUME
PROVIDEDCF
( )
FLOW
20
t �
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INLET
BAFFLE WALL
2575.07
2567.07
2
805
LEGEND
NOTES SECTION A --A
1 i
PIPE FROM INLETS
_
CONCRETE COLLAR IN PAVED STREET SECTIONS
AND/OR TEE IN
THREE 6" DIAMETER COILS.
PER SD -616.
LEGEND
ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE
WELLS E E
DESIGN LOAD: AASHTO HS -25 HIGHWAY LOADING.
FACILITIES.
,
B
ALL REINFORCING STEEL SHALL BE GRADE 60.
i
MANHOLE FRAME AND COVER PER
SD -617 (TYPICAL).
QDETAILED
DRAWING OFA PRECAST BOX OR A POURED
IN PLACE BOX DESIGN MUST BE APPROVED BY THE
LOCATION AND FLOW LINE ELEV. PER
�•
ENGINEER PRIOR TO CONSTRUCTION.
DESIGN PLANS (TYPICAL),
PRECAST MONOLITHIC ECCENTRIC CONE SECTION.
HEIGHT OF OUTLET BAFFLE WALL AND LENGTH OF INLET
H<12' USE GRADE RINGS (TYPICAL).,
l�J
BAFFLE WALL DETERMINED BY TANK CAPACITY AND
RAMNEK OR APPROVED GASKETS AT ALL JOINTS.
12"<H 24" USE 24" DIA. RCP RISER.
�•
FLOW RATE, PER MANUFACTURER,
N.T.S.
24"<H 120' USE MANHOLE CONE AND
Q
BEFORE THESE BOXES ARE USED THE APPLICATION
48" DIA. RISERS.
.-.
MUST BE APPROVED BY THE ENGINEER.
(REBAR NOT SHOWN).
EL. IN > EL. B BY 1' MIN.
MANHOLE FRAME, COLLAR AND COVER SHALL BE
PRECAST GASKETED HUB RING OR RUBBER
EL. OUT < EL. B BY MIN. OF 0.25'
12"
PER SD -616 AND SD --617. _
GASKETED COLLAR.
UNLESS OTHERWISE APPROVED BY
•a�•
(g�
SURFACING TO MATCH FLUSH WITH EXISTING
THE ENGINEER.
PROVIDE STEPS WHEN THE DISTANCE FROM
SURFACING (AS SHOWN).
TOP OF MANHOLE FRAME TO TOP OF BOX
Q
WATERTIGHT SEAL,
DIA.
EXCEEDS 24'.
PRECAST BOX MANUFACTURER SHALL
.� �'-
MARK FLOW DIRECTION AND LABEL
� � p r. p._ ip•� :.cps r�.
10
INLET OR OUTLET ON SIDE OF BOX.
2015
IDAHO
STANDARDSSAND
AND GREASE,STANDARD
MANHOLE STEPS. SEE NOTE G.
DRAWING
FOR UCONSTRUCTIONLOKS
.
TRAP
a
NO. SD -- 624
W ^
pip
�.
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c¢v
1
EXTEND PIPE (I- TO 6" MAX.)
INSIDE MANHOLE
BED
BED WIDTH
BED DEPTH
» ELEVATION A»
ff ELEVATION Bff
E,
A
ff- ELEVATION D»
GROUND WATER EL.
100 -YR VOLUME
PROVIDEDCF
( )
S8 #1
20
t �
10
2580.45
t _ j
_T_ .».... _ ... �.r
2575.07
2567.07
11
805
LEGEND
PVC CAP, SOLVENT WELDED OR GASKETED (WATERTIGHT).
1 i
PIPE FROM INLETS
_
CONCRETE COLLAR IN PAVED STREET SECTIONS
AND/OR TEE IN
THREE 6" DIAMETER COILS.
PER SD -616.
MAIN LINE.
�j'•�... ---� ' �1
ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE
WELLS E E
GRADE RINGS GROUTED WATERTIGHT IN PLACE,
FACILITIES.
,
LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER.
n.
2012
NOT TO EXCEED 21" FROM FINISHED SURFACE
Y
t t
t
STANDARD DRAWING
FOR PUBLIC WORKS
CONSTRUCTIONSD-627
TO TOP OF CONE.
�•
PRECAST MONOLITHIC ECCENTRIC CONE SECTION.
(REBAR NOT SHOWN).
Q
RAMNEK OR APPROVED GASKETS AT ALL JOINTS.
PLAN
�•
PROPERLY ALIGN ALL INTERIOR JOINTS.
N.T.S.
PRECAST CONCRETE MANHOLE BARREL SECTION
.-.
(REBAR NOT SHOWN).
?
s
PRECAST GASKETED HUB RING OR RUBBER
12"
GASKETED COLLAR.
t0
•a�•
(g�
SURFACING TO MATCH FLUSH WITH EXISTING
�d 7 -7
SURFACING (AS SHOWN).
77
24
DIA.
FRAME TO BE GROUTED TO GRADE RINGS.
.� �'-
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10
FRAME AND COVER PER SD -617.
MANHOLE STEPS. SEE NOTE G.
a
4" (MIN.)
a
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2
12
SEE SD -501 FOR CAST IN PLACE MANHOLE
BASE, SEI* SD -501A FOR PREFABRICATED
BASE.
6
NOTES:
4
OPTIONAL PREFABRICATED MANHOLE BASE WITH
PLAN VIEW
APPROVED PIPE CONNECTIONS MAY BE USED WITH
CONCRETE ccxLAR NON -TRAFFIC AREAS
LV
4..
5
ENGINEERS APPROVAL, SEE SD --501A.
o
,
B
PLACE VERTICAL WALL. ON UPSTREAM SIDE OF
6==D11
6
x
MANHOLE, ROTATED 45 DEGREES.
o a00
48'
C
FOR INLET PIPE DIAMETER" D GREATER THAN 24"
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SEE SD -613 OR SD --614.
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D
MANHOLE FRAME AND COVER:
6- (MIN.) -+^-j
♦ 4
"IN
A. REFER TO DRAWING NO. SD --617.
B. FRAME AND COVER SHALL BE FLUSH WITH
SLOPE OF PAVEMENT.'
C. 'STORM DRAIN" ON COVER.
10
a.:.
• •.3" «' "
12
E
WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER
PLAN VIEW
RING OR GASKET COLLAR WHERE THE PIPE IS IN
CONCRETE COLLAR -- TRAF'F'IC AREAS
CONTACT WITH MANHOLE BASE AND/OR MANHOLE
SECTION A --A
24"
CANNEL, IN ORDER TO INSURE A WATERTIGHT
4 TYPE 1
L.
N.T.S.
BEDDING
0
EITHER BASE ON SD -501 OR SD -501A MAY BE
•P' tl• �'J •`IfL
USED WITH ETHER MANHOLE DESIGN.
VERIFY WTH ENGINEER REIGARDING LOCAL
11
PREFERENCE ON INS7"ALLA'770N OF MANHOLE STEPS
PRIOR TO ORDERING MATERIALS OR INSTALLR7701Y.
2017 REWSIONS
IDAHO STANDARDSSTANDA
D R CONCRETE
STANDARD DRAWING
FOR PUBLIC WORKS
CONSTRUCTION
CATCH MANHOLE
NO,
SD-- 6
2015
SEEPAGE BED TABLE
LENGTH
SEEPAGE BED
BED
BED WIDTH
BED DEPTH
» ELEVATION A»
ff ELEVATION Bff
» ELEVATION C»
ff- ELEVATION D»
GROUND WATER EL.
100 -YR VOLUME
PROVIDEDCF
( )
S8 #1
20
10
10
2580.45
2577.07
2575.07
2567.07
2599,00
805
SEEPAGE -BED CALCULATION VALUES
CONTRIBUTING
AREA. (SF)
WEIGHTED RUNOFF
COEFFICIENT (C)
AVERAGE RAINFALL
INTENSITY (in/hr)
POST -DEVELOPMENT PEAK
DISCHARGE (CFS)
SEEPAGE BED VOLUME REQUIRED. (W/
15% SEDIMENT FACTOR) (CF)
SAND, AND GREASE
TRAP VELOCITY (FPS)
10,742
0.82
1.85
0.52
805
0.08
LEGEND
1
WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER.
FINISH GRADE
PVC CAP, GASKETED (WATERTIGHT).
A. GROUNDWATER IS EXPECTED TO REMAIN AT A DEPTH OF APPROXIMATELY 20' OR GREATER BELOW
CONCRETE (COLLAR), .CLASS 3000 (ISPWC SECTION 703).
4 Q
3/4" MINUS CRUSHED AGGREGATE FOR BASE (ISPWC SECTION 802) .OR MATERIAL REQUIRED
CL
FOR STORM DRAINAGE FACILITY (I.E. 3» DRAIN ROCK, FILTER SAND).
5
C
PVC PIPE, 4" DIAMETER ASTM D-.3034 SDR 35.
2 - STAINLESS STEEL HOSE CLAMPS AT 3" SPACING. SECURE GEOTEXTILE IN PLACE.
•
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i yy
Q
a
DRAINAGE GEOTEXTILE, TYPE I (ISPWC SECTION 2060).
10
PVC CAP, SOLVENT WELDED OR GASKETED (WATERTIGHT).
11
T (2) #4 REBAR HOOPS NTH #4 VERTICALS.
12
NO. 12 AWG. GALVANIZED FINDER WIRE.
0
THREE 6" DIAMETER COILS.
NOTES:
B. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED
ABOVE` MAX HSG W ELEVATION
ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE
WELLS E E
O
FACILITIES.
LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER.
n.
2012
Y
GROUND WATER
STANDARD DRAWING
FOR PUBLIC WORKS
CONSTRUCTIONSD-627
OBSERVATION WELL
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Y
WELL COVER IN SIDEWALK
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PLAN VIEW
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24"
-
•P' tl• �'J •`IfL
11
3
SECTION
CONCRETE COLLAR
2015
IDAHO STANDARDS
GROUND
A TE
STANDARD DRAWING
FOR PUBLIC WORKS
CONSTRUCTION
OBSERVATION WELL
NO,
62
1OF2
LEGEND
WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER.
O
PVC CAP, GASKETED (WATERTIGHT).
A. GROUNDWATER IS EXPECTED TO REMAIN AT A DEPTH OF APPROXIMATELY 20' OR GREATER BELOW
CONCRETE (COLLAR), .CLASS 3000 (ISPWC SECTION 703).
4 Q
3/4" MINUS CRUSHED AGGREGATE FOR BASE (ISPWC SECTION 802) .OR MATERIAL REQUIRED
CL
FOR STORM DRAINAGE FACILITY (I.E. 3» DRAIN ROCK, FILTER SAND).
5
C
PVC PIPE, 4" DIAMETER ASTM D-.3034 SDR 35.
2 - STAINLESS STEEL HOSE CLAMPS AT 3" SPACING. SECURE GEOTEXTILE IN PLACE.
•
O
FILTER SAND (ISPWC SECTION 801).
(/')
PERFORATED PVC PIPE, ASTM D-3035 SDR 35 WITH 6 - 3/8" DIA. HOLES AT 3" ON CENTER.
Q
a
DRAINAGE GEOTEXTILE, TYPE I (ISPWC SECTION 2060).
10
PVC CAP, SOLVENT WELDED OR GASKETED (WATERTIGHT).
11
T (2) #4 REBAR HOOPS NTH #4 VERTICALS.
12
NO. 12 AWG. GALVANIZED FINDER WIRE.
0
THREE 6" DIAMETER COILS.
NOTES:
B. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED
ABOVE` MAX HSG W ELEVATION
ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE
WELLS E E
O
FACILITIES.
LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER.
n.
2012
IDAHO STANDARDS
GROUND WATER
STANDARD DRAWING
FOR PUBLIC WORKS
CONSTRUCTIONSD-627
OBSERVATION WELL
NO.
2OF2
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EXISTING GROUND. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF GROUND WATER IS
Vi
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Z
rin,
SS
EXISTING GROUND. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF GROUND WATER IS
Vi
USED ENCOUNTERED. A DESIGN INFILTRATION RATE OF 8 INCHES PER HOUR IS ED F OR THE POORLY
Q
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GRADED GRAVEL WITH SAND SEDIMENTS BASED ON TEST RESULTS. REFER TO THE GEOTECHNICAL
PREPARED BY MTI, DATED MAY 19, 2017.
1-�- A
REPORT
B. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED
ABOVE` MAX HSG W ELEVATION
O
C. ALL SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER. LOAD RATED. V
D. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM.
V
E. BED WIDTH SHALL REMAIN CONSTANT.
F. MAXIMUM BED LENGTH IS 400 -FT BETWEEN MANHOLES.
G. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A _
SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: THE PROJECT ENGINEER
G
LIJ
ffffff�
J
W
�--
Q
MUST BE PRESENT .FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS
REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FORLn
DRAINAGE TO OCCUR OR RE ---DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION.
H. FOR SEEPAGE BEDS LOCATED UNDER LPAVEMENT SECTION A MINIMUM 1 -FT COVER FROM TOP OFN
BED TO ROAD SUBGRADE IS REQUIRED
Z
rin,
SS
-BACFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN
-WOVEN_ GEOTEXTILE FABRIC REQUIRED' OVER TOP OF BED
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1,000 GALLON OR 1,500 GALLONI
SAND AND GREASE TRAP PER - e
DETAIL, THIS SHEET.
' 1 HP
wJ�
= w cn FINISHED GROUND
o _ ELEV _ ffA» (MIN.) DRAWING STATUS:
18 w PERFORATED ADSKEY
N- 2 ELEV. B : �\\. �� �\� \\ 1. ISPWC 801 OR ASTM C33 FILTER SAND.
A:iKl /2 ANGULAR ROCK.
TRANSITION 5 IN BED NON PERFORATED TO Li✓h �: { '{ p �'•
2. 3/4 FOR AGENCY REVIEW
A 3. 12"0 PERFORATED PIPE.
PERFORATED PIPE
LENGTH VARIES, SEE TABLE THIS SHEETELEV. - C 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL
✓ t .sx% r: w�' ENGINEER.
5 5 ON -WOVEN FABRIC.. OVERLAP MINIMUM F 1- T
z N 0 FT OP AND SIDES
q.`'x>✓ ✓ > qn, r' . to ONLY.
Ct .
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WATERTIGHT CONNECTION p' $�ry.:¢y fsy F..�y f:'� w
gip/ 7P./ {j./ 4F/ .w%/ p✓ F..l �KJ/ Ch/ !/ N -
- '2",5�,✓ Y` 'F z� `zy,;<� T`w `,jH✓ srs 4•�hj S..i $ ;✓ q3
g'l fi�fiY
FINISH GROUND vFp:.,.«>�:. , . ,..�:.. _
1,000 GALLON OR 1,500 GALLON 18 PERFORATED ADS 'Zp %rzy 2�A % y F ✓ I-.
SAND AND GREASE TRAP PER <,✓=,F 4$, ,;✓ y. a
N -i2 HP ✓<'<, w
DETAIL, THIS SHEET. SEE PLAN' 18 ADS CAP , .fig . �/� / x x/ <F✓ o
SHEETS FOR LOCATIONS, % <k%: %'
f x f ..<�f/ ,,2.,.<f y.r �; 5i est
.. .. .. _
ELEVATIONS,. AND
ADDITIONAL. _ �,�.,..�:�..�r,�.�,_�,�.M..,�:<s3.,�:..�,_,v,..:�<_,�.<s:_�„�..,��
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ENGINEERS SURVEYORS.P PLANNERS
INFORMATION. ', y, ,y, �, �
LAN
0% SLOPE ,�, �� � fi��� ��/ �% �� �N��ga�'
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L+ V �^7 Lys ✓•e' . /,<'. z.7' <i
BOISE, IDAHO 83714
✓,g. 1�:� /� {"
PHONE 208 639-6939
z
FAX 208 639-693
DESIGN BY: LCK
,.� S
BED WIDTH, EE � :
4" OF CHIPS PIPE BEDDING MAX. HSGW .
�:�.� TABLE THIS SHEET ���✓�'.: ,
= OR ROCK,,
ELEVATION
GROUND WATER OBSERVATION
DRAWN BY: SRM
WELL PER DETAIL 4 CHECKED BY: LCK
DATE: 7/9/18
PROJECT: 17-075
SHEET NO.
SEEPAGE BED
NTS c 11
X
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2 8 0 stststs
0*00000
0 0 0
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1 GENERAL LANDSCAPE NOTES 40
Q PLANT SCHEDULE 01 0 _0 as
Q�\. 0
w w %�N\
as do
EAD UTILITIES WITHIN 0 0
ds DECIDUOUS TREES BOTANICAL NAME QTY iz :
CODE SIZE MATURE HXW CLASS CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERH
CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, INC. @ 1.800.342.1885. PROVIDE
ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES 1
40 Nz
65 7 oo
SLoUGVA 0 0, 7 "40* u
0 V -% 0 1-7 /1
0 A TRiACANTHOS 'SKYLINE' 27 CAL. B&B 35'X30' CLASS 11 4 DAMAGED DURING SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. o 8 000
GS GLEDITSI -00
141
0 0
0, SKYLINE HONEY LOCUST
41 0 N,
EA
��2xw 1
A 7) S
MERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE
ALL PLANT MATERIAL SHALL CONFORM TO THE A
SHOWN.
o
1.5� CAL. B&B 25X 15' CLASS 1 7
4 PP2 PRUNUS,SARGENTII 'PINK FLAIR'
'k 4, 4, 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH PERMABARK. USE OF MULCH OR ROCK AS THE ONLY
SARGENT CHERRY
00
GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IF ROCK MULCH IS USED, INSTALL A
w w
IMPERMEABLE PLASTIC WEED BARRIERS ARE
0461,
0
PERMEABLE FABRIC WEED BARRIER UNDER ROCK MULCH.
0
4 PROHIBITED.
EVERGREEN TREES CODE BOTANICAL NAME SIZE MATURE HXW CLASS OTY
PN -5 ACHD LANDSCAPE NOTES
6'-8' B&B 35'X 10' 6
0 ZZZ _ztt�,
PB PICEA OMORIKA 'BRUNS'
6 -CC BRUNSSPRUCE
1 . TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM. DRAIN PIPE,
7 -mm
A STRUCTURES, OR FACILITIES.
3 -JB
PH2 PICEA PUNGENS 'HOOPSII' 6'-8' B&B 35'X1 5' NG THE CONSTRUCTION AND
1w 41
0� Al -PB
3 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURI
PF -3
HOOPSI BLUE SPRUCE
PF 0
0 0 INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM.
N,
3-J B NAW/k,
A Ar "111h
1 - P IF PF PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' 10'-12' B&B 15' 10
GENERAL IRRIGATION NOTES
A VANDERWOLF'S PYRAMID PINE z
N., I PF 3-J B p
0000� 0
z
POOL 1 ALL PLANT MATERIALS AND COMMON LOTS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION V) U.1
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f I I "I A� �
o"000 /'o,
oo
Iva PRESSURIZED IRRIGATION. SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE FRONTAGE
"A SHRUBS CODE BOTANICAL NAME SIZE MATURE HXW > ui
Mi QTY OF PRIVATE LOTS SHALL BE VIA METERED, POTABLE WATER AND THE RESPONSIBILITY OF THE INDIVIDUAL ui 0
�/,/ I - j ,� 1�\\" 'p, * 1 0 u
0 P13-3 4
LOT OWNERS.
CC -17 CC CARYOPTERIS X CLANDONENSIS 'BLUE MIST' 3 GAL. 3'X3' 103
P'k
S BLUE MIST SHRUB 'PERCENT (100%)
RF 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROYIDE ONE HUNDRED
mm 9
-8 A", A
N -4 0111, COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE.,
J13
—8' B&B 12'X3'
4, JB JUNIPERUS SCOPULORUM 'BLUE ARROW' 6' 21 PRECIPITATION RATES WITHIN EACH
1 -PF PRECIPITATION RATES.: SPRINKLER HEADS SHALL HAVE MATCHED
0 -J B v_v .3. MATCHED
CONTROL VALVE.
3 BLUE ARROW JUNIPER
15 -RF 11 -10 -Cc
A.
7 -PH
1 P2 ------ Z--4-MM 10 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DEMAND AREAS SHALL
1 -pp 3 GAL. 5X5'
N PHYSOCARPUS OPULIFOLIUS 'SUMMER WINE'
I -PN BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES,
SUMMER WINE NINEBARK
411
All,
SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS.
...............
jL-R 2 F% x
41 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES, 0
RR2 RHAMNUS FRANGULA 'FINE LINE' 10 GAL. 6X3' 4
8 -HO SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. z
oe7 FINE LINE BUCHTHORN
9
4 41 3-RR2
100 PH 1A
7� �,,_5-PN KEY NOTES \fj
4.: f"t.
CC -19 14, 5 6- _w VV RF ROSA X 'NOASCHNEE' 3 GAL. 2.5'X3 70
SM 13 1 . 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE
w *p (3+ , . �� * w 4, FLOWER CARPET WHITE GROUNDCOVER ROSE
w/ + MAXIMUM HEIGHT. OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR.VISION TRIANGLE
1-10-10
+ 3' FROM THE ADJACENT STREET GRADE.
+ SHALL BE
1w ANNU LS,ZPERENNIALS CODE BOTANICAL NAME SIZE MATURE HXW OTY
+ 2. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD. STORM DRAIN PIPE,
4- Z,6 *�\-3-PP2 HO HEMEROCALLIS X 'STELLA DE ORO' 1: GAL. 1 gX26 154 STRUCTURES, OR FACILITIES.
,�`-3-PF STELLA DE ORO DAYLILY
3. ACHD STORM WATER FACILITY. SEE CIVIL PLANS E MAT I LS.
--47-RF
0 68 4. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN AND PROTECT. CONTRACTOR IS RESPONSIBLE
SM SALVIA NEMOROSA 'MAY NIGHT' 1 GAL. 2X2'
LT
MAY NIGHT SAGE
TO REPAIR ALL EXISTING LANDSCAPE PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESU
41 0
0 1
OF NEW CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THATTHE EXISTING IRRI ATON SYSTEM REMAINS
THE EXISTING IRRIGATION SYSTEM
OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION,
+
0 D C. 41
0 Ww 9 GRASSES CODE BOTANICAL NAME SIZE MATURE HXW QTY OPERATES AS GOOD, OR BE17ER THAN EXISTED. PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT
E OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR
NO ADDITIONAL COST TO TH
41 G
CK 'KARL FOERSTER' 1 GAL. 4'X2'
CALAMAGROSTIS X ACUTIFLORA 51 DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURIN
0+ THE COARSE OF CONSTRUCTION. SEE TREE PROTECTION NOTES. 0
41�`
FEATHER REED GRASS
z 5. BIKE RACK. SEE DETAIL .3.
'MORNING LIGHT'
MM MISCANTHUS SINENSIS 1 GAL. 5'X4' 61
6. SHOVEL CUT EDGE BETWEEN z
LAWN AND PLANTING BEDS. SEE DETAIL 4.
X EULALIA GRASS
0 .,j 40+ '1
LL
EXISTING TREES TO BE REMOVED AND RELOCATED. SEE KEY NOTE 8 FOR RELOCATION.
7.
1 GAL. 14 V)
PH PANICUM VIRGATUM .'HEAVY METAL'
Z
(og BLUE SWITCH GRASS 8 RELOCATE REMOVED TREE.
>
0 'ti 48Gi
z
uj 9. 4'-6. OPEN VISION TYPE FENCE. FENCE MATERIAL TO MATCH PREVIOUS PHASES. SEE ARCHITECTURE
GROUND COVE13S CODE BOTANICAL NAME 'CONT OTY DRAWINGS FOR DETAILS.
0— 41 1k sv 11
Co Lu
EDGE OF BED. LOCATION IS APPROXIMATE. TIE NEW BED INTO EXISTING. BLEND AND PATH—BACK
pf 8"pf 8"pi 8" -p 'Lo Cj 10. EXISTING
T1 8"p? Pi 8'pf
A, ;I
Cn TR TURF SOD RHIZOMATOUS SOD 13,473 SF EXISTING AS NECESSARY TO CREATE. ONE COHESIVE BED. t3l.
MM -18 RHIZOMATOUS TALL FESCUE V)
Z Of
SIVI-7 TREE PROTECTION NOTES CC r -I u
HO -13
V)
1 THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE CRITICAL ROOT ZONE OF ALL TREES AT
ALL TIMES THROUGHOUT PROJECT.
12 -HO 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE INSTALLED IMMEDIATELY AROUND EACH ULJ
Co W. DIRECTOR ST. 6 TREE IMPACTED BY DEMOLITION OR CONSTRUCTION. FENCING SHALL BE MAINTAINED, THROUGHOUT THE
. w Co
4 COURSE OF THE ENTIRE DEMOLITION. AND CONSTRUCTION PROCESS.
.3. BULK MATERIAL, EQUIPMENV VEHICLES, AND CONSTRUCTION DEBRIS AND WASTE SHALL NOT BE STOCKPILEC
0 5 10 20 30 WITHIN HE CRITICAL ROOT ZONE.
4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL ROOT ZONE.,
Plan Scale
5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. APPLY A MIN. 1.5" OF WATER OVER THE CRITICAL
ROOT ZONE PER WEEK. THIS IS A MIN. RECOMMENDATION. CONTRACTOR IS RESPONSIBLE TO DETERMINE IF 0 0
MORE WATER IS NECESSARY DURING CONSTRUCTION.
6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY.
THE CONTRACTOR SHALL PERFORM REMEDIAL WORK TO DAMAGED TREES AT THE CONTRACTOR'S EXPENSE.
REMOVE DEAD/.DAMAGED
BRANCHES AND PRUNE TO
INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS;
IMPROPERLY PRUNED TREES
CL 125 PVC (AS DETERMINED BY THE
LENGTH AS REQUIRED LANDSCAPE ARCHITECT) DRAWING STATUS:
SHALL BE REMOVED AND
TURNBUCKLE
(2)—BVC WOOD TREE REPLACE. R6
TRUNK FLARE LOCATE PRIOR TO STAKES(MIN. 6' HT) TRUNK FLARE. LOCATE PRIOR PRELIMINARY NOT
PLANTING FLARE SHALL BE
TO PLANTING. FLARE SHALL FOR CONSTRUCTION
VISIBLE AFTER PLANTING CHAINLOCK C7
TREE TIES a, a BE VISIBLE AFTER PLANTING.
MULCH PER PLAN KEEP 1 "-2"
MULCH PER PLAN KEEP
AWAY FROM TRUNK FLARE
TREE 3 IN 1 "-2" AWAY FROM TRUCK
HEIGHT SAFETY FLAGGING 36
FLARE
6" WATER RETENTION BASIN FINISH GRADE
MULCH AT
ROOTBAL 2—STRAND 14 GUAGE 3" 3" HT. WATERING BASING
LU,_i —I , .1.*.*.1.1 .. 2" SQ. X 1/4" WALL
.ROOT BEDS
GALV.WIRE BERM .......... TURF
DEPTH STL TUBE
BALL
FERTILIZER TABLETS
DEADMAN
2,
3/81p THK
DEPTHIIJ
HI FOLD BACK BURLAP FROM
2"-6" DEPTH :�_ - 1=1 I STL ANCHOR PLATE
FERTILIZER TABLETS
14 GAUGE TOP i OF ROOTBALL.
W/ (2) 9/160 HOLES
-111 ENGINEERS. SURVEYORS. PLANNERS
WIRE cxc
FOLD BACK BURLAP FROM TOP REMOVE WIRE. BASKET.
1 2CT 2(f ROOT— Or ROOT BALL. REMOVE WIRE NOTE: REMOVE TREATED ROOT� BACKFILL SOIL MIX GENTLY H 9233 WEST STATE STREET
BALL
=1 4
12" BALL 5" BASKET OR SYNTHETIC BURLAP 'PACK BACKFILL USING WATER BOISE, IDAHO 8371
SQ. -6939
MIN AINjIDTH M BACKFILL SOIL MIX GENTLY PACK COMPLETELY. REMOVE WIDTH TO SETTLE SOIL AROUND 241f PHONE (208) 639
FINISH FAX (208) 6319-6930
1 Cr BACKFILL USING WATER TO ANY SOIL AND/OR ROOTBALL TOPSOIL
IPLJ MULCH AWAY FROM 80 MIN [PLA 8" MIN: FRONT VIEW ,SIDE VIEW GRADE
SETTLE SOIL AROUND ROOTBALL NTING PI ROOTBALL ON, UNDISTURBED DESIGN BY: RH
41vx41vx24pp TREE CROWN AFTER
PIT SHALL BE A MIN. 2 TIMES, WIDER PIT, SHALL BE,A MIN. 2 TIMES WIDER SOIL NOTES:
DEADMAN ROOTBALL ON UNDISTURBED SOIL INSTALLATION.
DRAWN BY: RH
THAN ROOTBALL AT BASE AND A MIN. THAN ROOTBALL AT BASEAND A CUT EDGE
1 . DUMOR INC. 291 SERIES SURFACE MOUNT BIKE RACK OR
3 TIMES WIDER THAN ROOTBALL AT MIN. 3 TIMES WIDER THAN ROOTBALL
PLAN APPROVED EQUAL. MUST,BE A MIN. OF 34".TALL., CHECKED BY: AY
FINISH GRADE. DEPTH SHALL BE AT FINISH GRADE. DEPTH SHALL.BE
SAME AS THE ROOTBALL. SAME AS THE ROOTBALL. 2. SURFACE MOUNT PER DETAIL. DATE: 7/9/18
NOTES: NOTES: X 3 EXPANSION ANCHOR Bbus PROVIDED. 1, M:1._-
1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE.PLANTED 3. REFER TO SITE LAYOUT PLAN FOR BIKE. RACK LOCATIONS. PROJECT: 17-075
AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE STRAIGHTAND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL
REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. SHEET No.
CONIFEROUS TREE PLANTING AND GUYING DETAIL DECIDUOUS TREE PLANTING AND STAKING DETAIL BIKE RACK DETAIL SHOVELCUT L1.0
NTS
NTS NTS NTS