HomeMy WebLinkAboutFinal Plat 6.10.26 �Lf)
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GENERAL DRAINAGE L0CN
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION AND
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CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND THE REQUIREMENTS OF THE ADA COUNTY THE PROJECT ENGINEER. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE w
HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE (Y
DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. W. MCMILLAN RD. '
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 o Q
DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS 2
FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. C?
PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK & r- o 0
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. W
1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING _ o W
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. a
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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 2 EQUIPMENTLDURINGHTRENCHING LINES ROPERATIONS PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY 7
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. E. USTICK RD. Ur
4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL - Z
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. Q =
AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET
SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. J U
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8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. Q
(C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. U
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL ROADWAY(ACHD) CHERRY LN. U
BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE z
WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. r-n O
NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE V
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DISTRICT. C- Q
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 0
MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY
ENGINEER. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. Uj C Z
4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR VICINITY M A P N O
SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. `; i; _
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5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE NTS_ LLJ
WATER SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. _ 5 O
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 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. I_I_I
WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK
WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 0
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 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. - SHEET INDEX - O
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS.
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C1.0 GENERAL NOTES & VICINITY MAP
10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY.
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 THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE T. C2.0 FINAL PLAT SHEET 1
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 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD C2.1 FINAL PLAT SHEET 2 =
SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). INSPECTOR.
C2.2 FINAL PLAT SHEET 3
12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.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 AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. C2.3 FINAL PLAT SHEET 4
BEDS, DRAINAGE SWALES).
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER STANDARD DRAWINGS: (LATEST EDITION) C2.4 FINAL PLAT SHEET 5
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES C2.5 FINAL PLAT SHEET 6
AT 208-387-6284.
SEWER C2.6 FINAL PLAT SHEET 7
15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING
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 PAVEMENT MARKINGS. C2.7 FINAL PLAT SHEET 8 >_
SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
ACHD STANDARD REQUIREMENTS C3.0 N. SKY BREEZE LANE (PVT) & W. CROSSWIND
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND LANE (PVT) TURNAROUND PLAN & PROFILE W �
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 STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR C3.1 W. CROSSWIND LANE (PVT) _
58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY TURNAROUND PLAN & PROFILE U-)
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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 DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- C3.2 N. BUCKSTONE LANE (PVT) AND ALLEY A
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING (PVT) PLAN AND PROFILE W
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 ROADWAY(PRIVATE)
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THEWASTEWATER RULES (IDAPA 58.01.16). C3.3 ALLEY B (PVT) PLAN AND PROFILE
1. ALL CONSTRUCTION IN THE PRIVATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. C3.4 GRADING AND DRAINAGE DETAILS U �
4. PLACE SEWER SERVICE LINES IN A SIX (12) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE O
SEEPAGE BEDS, DRAINAGE SWALES). ENGINEER of RECORD. �
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION C3.5 STORMTECH CHAMBER DETAILS
ROADWAY CITY OF MERIDIAN SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION.
( ) C3.6 STREET LIGHT AND SIGNAGE PLAN
3. INSPECTION OF WORK WITHIN THE PRIVATE RIGHT-OF-WAYS SHALL BE BY THE ENGINEER OF RECORD.
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 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR C4.0 MASTER UTILITY PLAN
TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS.
5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE C4.1 SEWER LINE A PLAN & PROFILE
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. C4.2 SEWER LINE A PLAN & PROFILE
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6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER.
PRESSURE IRRIGATION C4.3 SEWER LINE B PLAN & PROFILE N
7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK
WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. C4.4 SEWER LINE C & D PLAN & PROFILE ? N o
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 8. ALL PRIVATE STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ENGINEER OF RECORD.
C4.5 PRESSURE IRRIGATION PLAN W w CD
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE 9• ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. z
C5.0 GRADING PLAN
MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD o N �� W
INSPECTOR. C7
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STREET LIGHTING 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 � °� oz o o o
AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS.
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION V } m
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. STANDARD DRAWINGS: (LATEST EDITION) °' LLJ
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2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT 13. CONTACT ENGINEER OF RECORD AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT CK ENGINEERING AT 208-639-1992. Q w w
CITY OF MERIDIAN SPECS J
HTTP$://cmZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 14. SUBMIT ALL COMPACTION TESTING RESULTS AND TRENCH COMPACTION TESTING TO THE ENGINEER OF RECORD. Cl v o L`
3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE I V Plans Are Accepted For Public S\ONAL
AND ASSOCIATED WIRING. - - � Street Construction 5 \cENSF tic,
4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER BENCH MARKS B stamping and signing the improvement plans, the Registered
ENGINEER DEVELOPER SURVEYOR y p g g g p g a 235
METERS. NAVD 88 DATUM Engineer ensures the District that the plans conform to all District
CK-ENGINEERING BRIGHTON DEVELOPEMENT ' � policies and standards. Variances or waivers must be specifically F R C CTI N
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN IDAHO SURVEY GROUPb
JEREMY S. FOSTER ZAC MEYERS ON BEHALF OF , � _ and previously approved by the District in writing. Acceptance of the s o
SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS MIKE BYRNS P.L.S. CONTROL POINT: 1 COPPER DISK
6700 W. STATE ST ALTURAS HOMES 1450 E. WATERTOWER � improvement plans by the District does not relieve the Registered vF,QT�TEOF
DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. BOISE, ID 83714 2929 W. NAVIGATOR DR. STE 400 d Engineer of these responsibilities. Fi�y Fps
MERIDIAN, ID 83642 NORTHING: 10777.44' s
208-639-1992 MERIDIAN, ID 83642 S
6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY JEREMY@CK-ENGINEERS.COM 208-378-4000 208-846-8570 EASTING: 5003.26' 1
CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. ELEVATION: 2579.20 BY DATE SHEET
� ADA COUNTY HIGHWAY DISTRICT
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C1l4 S.36
Line Table(This Sheet Only) Curve Table(This Sheet Only) �
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Drift wood To wnhomes Subdivisioll CP&F No.
Line Bearing Length Curve Length Radius Delta Chord Bearing Chord Length 110073307
15'w.c. UJ
L1 N00°0V56"W 4.00' C1 52.76' 130.50' 23009'58" S78'25'03"W 52.41' Lot 1 of Block 1 of Driftwood Subdivision, a248 Legend z
L2 N89°59'58"W 57.05' C2 28,70' 69,50' 23°09'58" S78°25'03"w 27.91' situated in the Southeast Quarter of the Southwest Quarter of Section 36, ! Found 5/8"Iron Pin,Marked"ISG PLS 11334" ��JIn�
L3 S°°°01'56"E 4.00' Township 4 North, Range 1 West, Boise Meridian, I O Unless Otherwise Noted V Z
L4 N89'59'58"W 9.50' 0 Found Brass Cap Monument
City of Meridian, Ada County, Idaho. 0
L5 N00°01'56"W 3.00'
2026 6 Point not Found or Set J
! I I I I I I I I \\ 0 Found 1/2"Iron Pin,Reset 518"x 24"Iron Pin with Plastic Cap, Q
I 1 1 "1 SG PLS 11334" V! ,
1 1 n II I I I Set 1/2"x 24"Iron Pin with Plastic Cap,"ISG PLS 11334" 1�
! I 1 IN CO \� V
I I I I I m > Woodburn I G1 I I
Q 1 G7 W I \ Set 518"x 24"Iron Pin with Plastic Cap,'ISG PLS 11334" 7
z Subdivision L U� CD
112"x 24"Iron Pin,0.5'Witness Corner,with Plastic Cap, rn
I "!SG PLS 11334",See Typical Detail"A"on Sheet V
S89°14-20"E 637.24' ! �n
- - ' - I S Set 112"x 24"Iron Pin,Reference Monument,with Plastic Cap, V U Q
r------- ------ -------- ------- _ G L 11334"
"I P
- - ------ ------ ® Found Magnetically Detectable I"Copper Disk Marked 0
------- -------- ------
I o �- I "ISG PLS 11334"
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[ t 9 J T 2g, I ® Set Magnetically Detectable 1"Copper Disk Marked Z
"ISG PLS 11334"
O 10 11 12 G G 15 16 17 18 19 20 21 22 23 24 25 26 27 i 1 O
I Q i O Set 112"x 24"Iron Pin with Plastic Cap,"ESMT ISG PLS 11334"
- - I Block 1 c �, Block 1
j 0 j p Found 112"Iron Pin,Marked"ESMT ISG PLS 11334" W O
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I W.C. Witness Corner Marked WC
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I I I R.M. Reference Monument Marked RM
Z 10,
28 O Lot Number O
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I � 1 -##- Width Dimension
W. Crosswind Ln_
W. Crosswind Ln. a Distance Dimension
I (Private) (Private) I �
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Subdivision Boundary Line
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V ; 09 � m Lot Line
ea
N I $ 29 Ica °7 1 Zero Setback Lot Line
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M M W
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I itkmCenterline
co 66 i CD m - - - - Adjacent Parcel Line
51 52 G G 55 G 57 58 G 60 61 62 63 64 65 O 30 c
r OO Block I o C TielLeader Line
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ZO I a I Right-of-Way Line
1 Z IZ
�o F O 0 --- Section Line
o i Bloc:k 1 Block 1 ! ---------------- Easement Line(See Note 4)
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E ` Alley B 66 Alley B 1 — — — — — FIR — Irrigation Easement Line(See Note 7)
(Private —
5 (Private) } Q 32 1 ACHD Permanent Exclusive Easement Line
o Y a" � I co a ! --- --- --- — (See Note 10)
0 0 0 oI Q
Z s j _____________________ City of Meridian Sanitary Sewer and Water Main
10, to (0 $$ I Easement Line(See Note 6)
O4 I Sheet 2 i I - - - - ACHD Permanent Storm Drain Easement W
Sheet 2 I — 1
Sheet 4 834 ! - - - - - Area(See Note 12) W
Sheet 4 i 49 48 47 46 45 G 43 42 41 40 G 38 37 36 35 j _ — Street Landscape Buffer Easement Line _
I O ! 2g� (See Note 15)
Block 1 W m
I [ 1 1 � � � 78, ! ———————— Match Line
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j ------ ------ ---- ----- ---- cn ---- ------------ ---� �----- ---_-_ -----,1--------------�
L-----------------'-- - ��' N89059'58"W 209.59' L2 N89°59'58"W 78.47' 5 z0 So
L3 L1 I o 10 ao 720
Point of N89059'58"W 84.50' i—10' I
Beginning I i o 50 1�
r �- g6• W. Meadow Drift Ln. I Scale: 1" = 40'
a I N00°01'56"W i (Private)
N 36.50'
N L---� ----- �� g6°6�� Driftwood
s Subdivision J L
I N89059'58"W L4 G2 I
n 40.00 L5 - - - - - - - - - - - - - - o R,
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1996.74, �48.01'
S.35 S.36 o
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--- --- T,4N., HiW. S.36 1/4 � CD
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5.2 S.1 S89°09'46"E 2662.54' - - -_- -- ` --- --- --- --- PLS 12087 y O F N
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T.3N„ R.1W. S.1 c AEL 5-B o
CP&F No. Basis of Bearings M
109109699 }
W, UStICk Ind. {Public} CP&F No. m o
PLS 5291 Surveyor's Narrative: 2017-120066 w
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See Sheet 3 for Notes and Line &Curve Tables. w
The purpose of this survey is to subdivide the property shown hereon.The boundary was previously Q w �_ J
Survey References: determined,see ROS 13511 &Driftwood Subdivision. The new lot lines were provided by CK Engineering o o o
in conjunction with the approved preliminary plat. The boundaries of this subdivision were established by Book Page
Deed Inst.No.s:8862024,94060053,107034518,108038686,110032208,2021-092171,2021-141421,&2022-006594. holding the existing monumentation previously set by this office. The monuments were accepted as the /�
ROS No•s:3434,6280,6931,7244,7720,8824,8832,8965,10042,&13511. bestevidence of the lines thereof because they were recovered undisturbed(unless otherwise noted)and I DAH 0 found to be in substantial harmony with the record dimensions of the previous surveys. 9939 W. EMERALD ST.
Subdivisions:Driftwood Subdivision,Woodburn Subdivision,Woodburn West Subdivision No.2, Cedar Springs Subdivision No.3&6. The basis of bearings is 889'09'46"E between the southwest corner of Section 36 and the south
quarter-section corner. The bearing system is not a projection,it is based on a one-step transformation SURVEY 1301SE, IDAHO 83704
of WGS84 to fit the basis shown above. Job No. 25-018 (208) 846-8570
The convergence angle at the section corner is-0°00'24". Sheet 1 of 8 GROUP, L LC WWW.IDAHOSURVEY.COM
P:1Driftwood Town homes Repiat 25-0181dwg1Plat125-018 Driftwood Townhomes Plat Al.dwg 5126f2026 3:40:22 PM
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42.69' 26.00 31.i4' 31.06'
S89014'20"E 637.24' z' 26,00' 34,23' 26.71` 39.51' 14.19` 3i.10` 26.00' 26.00' 31.10' 31.10'
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1 42.62' 26.00' 31.14' 31.06' 26.00' 23.913' a� I I CIO16.69' 31.10' 26.00' 26.00' 31.10' 31.10' 0
S89°59'58"E 180.75' I L9 I I I S89059'58"E 357.15' C)
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(Private) S89°59'68"E 611.89'
�- - - - - - - - - - - - - - -v'-- - - - - - - - - - in- - - -
108.65' See Detail"B' See Detail"C" 109.09, `�' "' 298,46'
on Sheet 4A - - on Sheet 4A
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L8 ( N89°59'58"W 349.54'
S00100'0211W
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Scale: 1 - 20' 4- 9�OF SURVEY
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Job No. 25-018 S U (208) 846-8570
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P:\Driftwood Town homes Replat 25-0181dwg1Plat125-018 Driftwood Townhomes Plat Al.dwg 512612026 3:40:23 PM
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Woodburn Subdivision DTiftwood Townhomes Subdivision Notes O
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1. This development recognizes Idaho Code,Title 22,Chapter 45,Right to Farm Act,Section 22-4503,which states"no Q w
S$9°14'20" 637.24' agricultural operation,agricultural facility or expansion thereof shall be or become a nuisance,private or public,by any
31,10' 26.00' 26.00' 31.10' 31.10' changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one(1) W
26.00' 26.00' 22.39' 31.82' year,when the operation,facility or expansion was not a nuisance at the time it began or was constructed.The provisions of 7
^O I this section shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, z
agricultural facility or expansion thereof." J
S44°59'44"E
17 63' 2. Minimum building setback lines shall be in accordance with the zoning ordinance at the time of issuance of any building _ Z
}I permit.All lot,parcel and tract sizes shall meet dimensional standards established in the zoning ordinance. Q
r 3. Any re-subdivision of this plat shall be in compliance with the most recently approved subdivision standards of the City of O
I Meridian. J (�
1 4. A ten(10)foot wide,unless otherwise shown,perpetual public utilities,property drainage,and pressure irrigation easement Q
20 822 23 G 25 2fi 27 is hereby designated along the boundary of the subdivision,and public rights-of-way,as shown hereon. See Driftwood ! ,
M o N j Subdivision and Instrument Number for utility easements and vacations thereof. V
Block 9 m M 3 a I I 5. Lots 15, 28&50,Block 1 are common lots which will be owned and maintained by the Driftwood Owner's Association.Lots 1
0 0 o c iv ro I I &66,Block 1 are common lots and private roads which will be owned and maintained by the Driftwood Owner's Association.
(V t~ Z
0 0 o a n I I 6. City of Meridian Sanitary Sewer and Water Main Easement,Instrument Numbers 2022-084260,2022-084261,2023-016450, rn O
c °oQ o o c I I 2023-017727, 2023-046924(released by Instrument Number 2026-022887)and V
m us toco
us rn o I I
I 7. Settlers Irrigation District Pressure Irrigation Easement,Instrument Number 2025-019075. W
o
o I 0 8. The lands included in this plat are located within the service area of Settlers Irrigation District,1910 N.Garden St.,Boise,ID
I 83706,(208)344-2471,www.settlersirrigation.org. Irrigation water will be provided to all lots through a pressure irrigation
I I I delivery system which has been approved pursuant to Idaho Code 31-3805(4). The purchaser of each lot shall remain UJ O
i I I subject to all assessments levied by Settlers irrigation District,and unpaid Settlers Irrigation District assessments are a lien = Z
I on the land. O
9. Maintenance of any irrigation or irrigation drainage pipe or ditch crossing a lot is the responsibility of the lot owner unless LL
S89°59'58"E I� I such responsibility is assumed by an irrigation/drainage district. �! t-' � �
5.88- 10, ACHD Permanent exclusive easement,Instrument Numbers 201 6-02 21 08,(2024-000175)2024-012082,and(2024-000178) 00 0
31.10' 26,00' 26.00' 31.10' $1,10, 26.00' 26,00, 28.96' I ( I 2024-012083.
S89°59'58'E 357.15' • I I I
10,00'I �-i ! 0.50' 11. See instrument Number 2023-046999 and 2025-032059 for termination.
W.C.
r�� ram- ��' o I I ' 12. A portion of Lot 28,Block 1 is servient to and contains the Ada County Highway District storm water drainage system.This O
t- r U.) 28 I lot is encumbered by that certain First Amended Master Perpetual Storm Water Drainage Easement recorded on November
S89°59'58"E 611.89' € 10,2015 as Instrument No.2015-103256,official records of Ada County,and Incorporated herein by this reference as if set 0
- _ _ _ _ -- m. _ - - _ _ _ _ _ _ _ - _ - - -m- - _ N - I I,__ __ _,_- J forth in full(the"Master Easement").The Master Easement and the Storm Water Drainage System are dedicated to Ada
298.46' W, Crosswind Ln. T 95.69' o I I I I Typical Detail "A" County Highway District pursuant to Section 40-2302,Idaho Code.
In (Private) See Detail"H" I See Detail"l" ;� b 0 I I Lot Line Witness Corners
( I I 1 S Instrument N b 2023069081 f ACHD T 3. Seeumer - or Temporary License r - f on Sheetfi - an Sheet 6 � � y I , I I Scale:1"=5' p y Li Agreement.
E LL-
F 1 I I I I 14. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest established normal
L10 N89°59'58"W 64.00' L11 1 63.69' 9.56' I I I ground water elevation.
27.10' 27,10' 21.00 1 1 16.83' I 13.23' 37.54' 13.23' S89°59'58"E 73.25' 3,68'
I 15. The Street Landscape Buffer Easement shown hereon shall be maintained by the property owner or the Driftwood Owner's
Association,for the purposes described in Meridian City Code 11-35-7.
I I I I U I I I j 16. No easement created by this plat shall preclude the construction and maintenance of hard-surfaced driveways,landscaping
I I I I I n (except trees),parking,or other such non-permanent improvements.
I I I I I 29 I m � I
L - J I I I I 00 17. All easements are parallel(or concentric)to the lines(or arcs)that they are dimensioned from,unless otherwise noted.
i
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18. This subdivision will be subject to CC&Rs,to be recorded in conjunction with this plat.
12, I 12' co
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Zo Curve Table Curve Table
62 63 3 G � 65 r I I o
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o f Curve Length Radius Delta Chord Bearing Chord Length Curve Length Radius Delta Chord Bearing Chord Length
0 o Block 9 0 0 0 gp I I I c
0 0 0 0 0 �` I iv I # to C1 52.76' 130.50' 23°09'58" S78°25'03"W 52,41' C21 20.45' 62.40' 18'46'46" S09°21'27"W 20.36'
0 0 0 0 See Detail"J" N I � I C2 28.10' 69.50' 23°09'58" S78°25'03"W 27.91' C22 26.22' 80.00' 18'46'46" S09°21'27"W 26,10' Q
(n m U) on Sheet 6 - S89°59'58"E 93.25' - I I
F - - - - 3.69' + I j C3 12.06' 8.00' 86°22'55" S43°13'31"E 10.95, C23 31.92' 97.40' 18'46*46" 509°21'27"W 31,78'
I I04 I I I C4 12.57' 8.00' 90°01'58" S44°59'03"W 11.32' C24 19,02' 97.40' 11°11'13" S05°33'41"W 18,99' W
0
I R o I o L C5 24.35' 15.50' 90000'00" N45°00'02"E 21.92' C25 12.91' 97.40' 7°35'33" S14°57'04"w 12,90' W
I I a I roq 8IT bI Z
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Block 9 LO
i E C7 16,82' 22.00' 41'11'52" S69°24'02"E 15.48' C27 39.86, 120.00, 19001'55" S09°13'53"W 39,68'
S89°59'58"E93.25' I o C8 15,84' 22.00' 41°15'48" N69°22'08"E 15.50, C28 8.67' 137.50' 3°36'38" 516056'31"W 8.66'
27.10' 27,10' 21.00' 12.83' I ocs c 3.69' o I C9 16.96' 20,00' 48°35'25" S24017'41"E 16.46` C29 36.60' 130.50' 16°04'07" S74°52'07"W 36,48'
S89°59'58"E 336.01' L - - - - - - - J I a I
I 0 I CID 16.96' 20.00' 48°35'25" S24°17'44"W 16,46' C30 3.62' 130,50' 1°35'23" 883°41'52"W 3.62'
S89°59'58"E 407.50' I- I
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Alley B (Private) 3 n
S89°59'58"E 335.98' on Sheet C12 37.70' 24.00' 90°00'00" S44°59'58"E 33.94' Line Table
I 8.75 C13 31.44' 62.00' °03'12" S14°31'34"E 31.10'29
27.10' 27.10' 21.00' 21.00' '
I S89°59'S8"E 93.25' I Line Bearing Length
C� I0 C14 26.88' 50.00' 30°48'08" S15°24'02"E 26.56`
I c' 3.69' L1 NOO°01'56"W 4.00' W
M L - - - J N I I C15 23.66' 38.00' 35°40'45" S17°50'21"E 23.28' M
4- ., V C o L2 N89°59'58"W 57.05' Z
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See Detail"L"� I on Sheet6 a i � r C17 1.15' 38.00' 1°44'1T" S34°48'35"E 1.15'
on Sheet 6� I I i L� L4 N89°59'58"W 9.50,
S89°59'b8"E 93.25' C18 27
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Sheet 2 I .40 44.00' 35°40 45" S17°50 21 E 26.96'
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Sheet 4 12' 12' S.88' I C19 26.08' 48.50' 30 48'22" S15 23'55"E 25.76' cn
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°59'58"E 335.98' 0 O Z Q
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I I I I I S89°59'68"E 151.45' i Cx9 N89059'58"W 209.59'
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0 10 40 120 i DAHO 9939 W. EMERALD ST.
Scale: 1" = 40' SURVEY
RVEY B 08SE, IDAHO 83704
Job No. 25-018 L 11 ( ) 846-8570
Sheet 5 of 8 GROUP, LLC WWW.IDAHOSURVEY.COM
P:1Driftwood Townhomes Replat 25-01 Mdlwg1PlatQ5-018 Driftwood Town homes Plat Al.dwg 512612026 3:40:30 PM
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28 I I DAH O 9939 W. EMERALD-EST.
L Detail - ---- SURVEY BOISE, IDAHO 83704
Job No. 25-018 (208) 846-8570
Scale:1"=5' Sheet 6 Of S GROUP, LLC WWW.IDAHOSURVEY.COM
r--Mriftwood Townhomes Replat 25-0184dwMPIMt 25-018 Driftwood Townhomes Plat Al.dwg 512612026 3:40;33 PM
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DTiftwood To wnh ornes SubIdiVSJOD
Certificate Of Owners Q L J
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Know all people by these presents: that Alturas Ustick, LLC, an Idaho limited liability company& Brighton Ustick LLC,an Idaho limited liability company, certify that they are the owners of z
the real property described as follows: J
To Wit: (n
V
Lot 1 of Block 1 of Driftwood Subdivision (Book 130 of Plats at Pages 21530 through 21534, records of Ada County, Idaho), situated in the southeast quarter of the southwest quarter of C)
Section 36,Township 4 North, Range 1 West, Boise Meridian, City of Meridian,Ada County, Idaho,and being more particularly described as follows: J U-)
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Commencing at the southwest corner of Section 36,Township 4 North, Range 1 West; Boise Meridian; U
Thence S89°09'46"E, 1996.71 feet along the south line of Section 36; r�rr��.. M
Thence N00001'56"W,48.01 feet to the north right-of-way line of West Ustick Road and the southwest corner of Driftwood Subdivision; V
Thence continuing N00°01'56"W, 282.94 feet along the boundary of Driftwood Subdivision to the southwest corner of Lot 1, Block 1, Driftwood Subdivision,the POINT OF BEGINNING: rrzrr�� U-) 0
Thence continuing N00°01'56"'W,332.84 feet along the boundary of Lot 1, Block 1, Driftwood Subdivision and Woodburn West Subdivision No. 2(Book 111 of Plats at Pages 16040 v =
through 16044, records of Ada County, Idaho)to the boundary of Woodburn Subdivision (Book 96 of Plats at Pages 11809 through 11811, records of Ada County, Idaho); (D U-) Q
Thence S89014'20"E, 637.24 feet along the boundary of Lot 1, Block 1, Driftwood Subdivision and Woodburn Subdivision to the west right-of-way line of North Venable Avenue; 0 W
C)
Thence S00°00'16"W, 313.88 feet along the boundary of Lot 1, Block 1, Driftwood Subdivision and the west right-of-way line of North Venable Avenue; w
Thence N89°59'58"W, 78.47 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision; � 0
Thence N00°01'56"W,4.00 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision; O Z Q
Thence N89°59'58"W, 57.05 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision; LL 0
w 0
Thence S00°01'56"E,4.00 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision, W
Thence N89059'58"W, 209.59 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision;
Thence 52.76 feet on a curve to the left, having a radius of 130.50 feet, a central angle of 23°09'58", a chord bearing of S78°25'03"W,and a chord length of 52.41 feet,along the 0
southerly boundary of Lot 1, Block 1, Driftwood Subdivision; 0
Thence S66°50'04"W, 86.11 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision; 0
Thence 28.10 feet on a curve to the right, having a radius of 69.50 feet, a central angle of 23009'58", a chord bearing of S78°25'03"W,and a chord length of 27.91 feet,along the
southerly boundary of Lot 1, Block 1, Driftwood Subdivision;
Thence N89°59'58"W, 9.50 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision;
Thence N00°01'56"W, 3.00 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision; 0
Thence N89°59'58"W,40.00 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision;
Thence N00°01'56"W, 36.50 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision;
Thence N89°59'58"W, 84.50 feet along the southerly boundary of Lot 1, Block 1, Driftwood Subdivision to the POINT OF BEGINNING.
The above-described parcel contains 4.81 acres,more or less.
It is the intention of the undersigned to include the above described property in this plat. The private roads shown on this plat are not dedicated to the public.The easements depicted on
this plat are not dedicated to the public, however, the right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon,and no
permanent structures, other than for such utility purposes or such other uses, are to be erected within the limits of said easements. All lots in this plat are eligible to receive water service
from the City of Meridian, and the City of Meridian has agreed in writing to serve all the lots in this subdivision. Alturas Ustick, LLC,and Brighton Ustick LLC. hereby certify that surface
water for irrigation is reasonably available, per Idaho Code 67-6537,that we are in compliance with Idaho Code 31-3805,and that we are the entities filing the subdivision plat per Idaho
Code 31-3806(1).
Q
Alturas Ustick, LLC, Brighton Ustick LLC
As owner of an undivided fifty percent (50%) tenant in common As owner of an undivided fifty percent (50%) tenant in common L�
Certificate Of Surveyor W
interest, upon recording. interest, upon recording.
In witness whereof, I have hereunto set my hand. In witness whereof, I have hereunto set my hand. Z
I, Michael S. Byrns, do hereby certify that I am a Professional Land L�
Surveyor, licensed by the State of Idaho, and that this plat of Driftwood
Townhomes Subdivision, as described in the Certificate of Owners and
as shown on the attached plat is correct and was surveyed in
accordance with Idaho Code relating to plats and surveys.
Blake Hansen, Manager Robert Phillips,Manager
Alturas Capital Partners, LLC,Manager
Alturas Ustick, LLC
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Acknowledgment Acknowledgment CL1 34
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State of State of ��T �,1� 5 3
S.S. S.S. / OF z CIAo
County of County of cygEL S.
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On this day of , 20__, before me,the undersigned, a notary public in and for said state, On this day of , 20 before me,the undersigned,a notary public in and for said state, z �
personally appeared Blake Hansen, as manager of Alturas Capital Partners, LLC, Manager of Alturas personally appeared Robert Phillips,as manager of Brighton Ustick, LLC. o oLd N „� W
Ustick,LLC. o �' w o
In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this z m o N o
In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. 0-
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certificate first above written. m
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My Commission Expires Notary Public,
My Commission Expires Notary Public, State of I❑AH O State of g93g W. EMERALD ST.
SURVEY ( 08 83704
Job No. 25-018 ( }846-8570
Sheet 7 of 8 GROUP, LLC WWVV.IDAHOSURVEY.COM
P:1Driftwood Townhomes Replat 25-018Ww91Plab25-018 Driftwood Townhomes Plat Al.dwg 512612026 3:40:34 PM
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Health Certificate Certificate Of County Surveyor O
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Sanitary restrictions as required by Idaho Code,Title 50, Chapter 13 have been satisfied according to the letter to be read I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that 1 have Q
on file with the County Recorder or his agent listing the conditions of approval. Sanitary restrictions may be re-imposed, in checked this plat and that it complies with Idaho Code relating to plats and surveys.
accordance with Section 50-1326, Idaho Code, by the issuance of a certificate of disapproval. ..
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County Surveyor 0 LL-1
Central District Health Date w
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Certificate of County Treasurer L.L 0
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I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do
hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision
Approval of Ada County Highway District have been paid in full. This certification is valid for the next thirty(30)days only.
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The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the
day of , 20
LL-
County Treasurer Date 0
Commission President ACHD
Approval of City Engineer
County Recorder's Certificate
I, the undersigned, City Engineer in and for the City of Meridian,Ada County, Idaho,hereby approve this plat. State of Idaho
ss. Instrument No. Q O
County of Ada
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I hereby certify that this instrument was filed at the request of Aituras Ustick, LLC &Brighton Ustick LLC, W
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City Engineer Date at minutes past o'clock_M., Z (O
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this day of , 20 in Book of Plats at
Pages through
Fee$
Approval of City Council
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I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho do hereby certify that at a o
regular meeting of the City Council held on the day of , 20 ,this plat was duly Deputy Ex-Officio Recorder o
accepted and approved.
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I DA 'O 9939 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
Job No. 25-018 (208)846-8570
Sheet 8 of 8 GROUP, LLC 1/VtiM/V.IDAHOSURVE Y.COM
P:1Driftwood TDwnhomes Replat 25-0181dwg4PIa625-018 Driftwood Town homes Plat Al.dwg 5l2612026 3:40:37 PNI
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KEYNOTES
EF, �NNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD N
VERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES
OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. C')
S OPROTECT EXISTING GAS LINE, PRESSURE IRRIGATION LINE/SYSTEM AND 0
UTILITIES IN PLACE.
00
PROTECT EXISTING LANDSCAPE IN PLACE; COORDINATE WITH LANDSCAPE z
0 30' 60' 0 30, 60 O PLANS. O
INSTALL NEW 12" SDR-35 PIPE INTO EXISTING SAND AND GREASE TRAP Cn
2 KNOCKOUT INV. EL= 2572.30 GROUT TO FORM WATER TIGHT SEAL. CONTRACTOR Q >
SCALE 1" = 30' SCALE 1" = 30' O TO FIELD VERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF
DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR LLI
_ REDESIGN. z
PIR PIR- PIR= CATCH BASIN #2 - TRC=2576.35, 12" INV. IN/OUT= 2573.18 PER ISPWC -
- O SD-604A TYPE IV WITH 1' SUMP. (Q100=0.30 CFS.) J
I' :• :• :• :•` SEE THIS SHEET CATCH BASIN #1 - TRC=2576.35, 12" INV. IN/OUT= 2574.14 PER ISPWC
:::•`•`•`•`•`•`•+`� 2 O SD-604A TYPE IV (0100=1.41 CFS.) Q O
3 I Iv O �, O O O O INSTALL f 12 LF 12" SDR-35 ® 0.25%. J
+�•�+�•�♦�'�: , I I 9 10 11 13 14 O INV. OUT AT CATCH BASIN #1= 2574.14 J
/y j ���777 INV IN AT S&G TRAP N0. 1 = 2574.11
I:'�'�•�*�♦�*%♦ ; o ® ® ® N + INSTALL 1-1000 GAL. SAND AND GREASE TRAP #1 PER ISPWC SD-624 SEE v 0
8 DETAIL SHEET C3.5
0 0+32.57 13.50'L I h o 0 0 0 0 o I "' io �aP4
: : Mov �n c..� c� u c� �? c� �? c� jc-
Sri ^ � rr nn
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o I ^� o °� n �n N c� c� c� c� SEE DETAIL SHEET C3.5
m Lq 00 � co 00 � co � ri of ri 0 ri � r i r-gn� lJ J O2 0 0 40 0+7007 13.50'L + + ^ + + + 1 + I I � � o n o LO rn 0+19.78 13.50'R 10 CONSTRUCT A.D.A. COMPLIANT RAMP WITH TRUNCATED DOMES PER ISPWC V =
1 O 76.46 TRC �i ^ - - ^ - - o ^ ri 77.36 TRC - - - - - () SD-712 AND SD-712C; SEE STANDARD STREET NOTE 2 THIS SHEET. (� Q
o P.T. SDMH 2 ?S + + -It +
L SDMH 1 STA: 1+92.67 � I o 0 0 0 18 1 1 CONSTRUCT ±64 LF 4' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD-708 0 W
0+03.90 `D 17 0+00 13.50'
75.86 CL STA: 0+67.64 ��'�°155 I W
5 O 77.27 TRC 251 1 . = 12 HAND FORM TRANSITION FROM 3" ROLLED CURB TO 2' WIDE RIBBON CURB. Lu O
\ CIS SDMH 3 _ N �/
2 0+32.57 �89 2p� V SKY BREEZE (PVT) 1+79.85 90° 90* If 14 2+33.09 90* STA: 2+46.32 - ®g IFrM W CATCH BASIN #4 - TRC=2576.74, 12" INV. IN/OUT= 2573.75 PER ISPWC 0. =
76.43 CL 6 0+43.19 0- Mp 76.91 CL - 77.02 CL 0+92.42 0+90.42 0+25.99 19 0+00 W 13 SD-604A TYPE IV (Q100=0.21 CFS.) O
0+70.07 0 1+15.85 1+92.66 77.67 CL7638 Caf L 10 17 77.88 EL o77.41 CL 77.29 CL N LL
INSTALL t1 LF 12" SDR-35 4.00%.76.48 CL ` 76.66 CL 10 76.75 CL - - - -
0+03.97 13.50'R o � �
0+9 42 N 0 00 uj
J f > W. CROSSWIND LANE (PVT) 14 INV. OUT AT CATCH BASIN #4= 2573.75 O
0 7 c9�s 2 _ /1 155° ��1° INV IN AT SDMH-2 = 2573.71 W
1 O O13.50'R SR _ - - - - -
Lq
8 �; L 12 �' k 77.02 TRC F- - - SDMH 3 INSTALL ±18 LF 12" C-900 ® 0.22%.
0+32.57 13.50'R _ a' oa C E CE STA: 2+46.32 _ _ 15 INV. OUT AT CATCH BASIN #3= 2573.75 0
76.39 TRC o 0 12 - b 2+85.12 13.50'R a I I - -
Ir
f, U f, m n ,r, II L ❑ INV IN AT SDMH-2 = 2573.71 O
� 77.42oTRC Z II Jo O 0 1
0+43.19 13.50'R Oo R ^ O J S m � �, co I �, �� �, + CATCH BASIN #3 - TRC=2576.74, 12" INV. IN/OUT= 2573.75 PER ISPWC CD
LO
76.36 TRC oo ao a co o I 1 6 SD-604A TYPE IV (Q100=0.49 CFS.)
�' Z I " m 51 52
9 • o+ + m + + N 1 7 CONSTRUCT A.D.A. COMPLIANT RAMP WITH TRUNCATED DOMES PER ISPWC
U Lf7 U ()7 U I� r Cn r N � �j W
coLn o
"'� Ln O ° m " I o O] I o ~o `" m SD-712 AND SD-712G. SEE STANDARD STREET NOTE 2 THIS SHEET.
Go 00
` I + �1 + /\ I 18 SADTCHO TY
PE 5 V (Q100 0552 C6 S)2" INV. IN/OUT= 2574.10 PER ISPWC
L I /mow\ i
SEE SHEET C3.3 SEE SHEET C3.1 SEE THIS SHEET INSTALL ±24.8 LF 12" C-900 @ 0.40%.
19 INV. OUT AT CATCH BASIN #5= 2574.10
INV IN AT SDMH-3 = 2574.00
W
W �
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0
N. SKY BREEZE LANE -W. CROSSWIND LANE- ALLEY A PROFILE W. CROSSWIND LANE - (PVT) TURNAROUND PROFILE STANDARD STREET NOTES: W O
-0+25 0+00 1 +00 2+00 3+00 1 +00 0+00 -0+25 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC SD-712, N
2590 2590 2590 2590 SD-712C AND SD-712G, UNLESS OTHERWISE CALLED OUT. LL_j_j ( O
2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN � ()
VERTICAL SCALE VERTICAL SCALE 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS O Z
0 3' 6' 0 3' 6' WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT
ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'
3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
SCALE 1" = 3' SCALE 1" = 3' CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF °
REGULATORY SIGNS ETC.) MUST BE REVIEWED AND APPROVED BY CITY OF
,y MERIDIAN.
2585 spy 2585 2585 2585 °
4. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT OF S/ryOSSy� ILLED
WITH STRUCTURAL FIL SHALL RE-EXCAVATED O NATIVE I L AND A L PER SPWCSPECIFIICA SPECIFICATIONS. PROVIDE SOILS DATA TO FVERIFY
�xo ��N 9�FFF��N SPEIC FICATIONISLAND ASCOPY OF�THE COMPACTOIONETESTSERED FILL PER ISPWC EST
xoo
��1�i�SPo ST9 0.p ° ST9 2xTq 0
Sg
Z
2580 � �, �, O O m" 2580 2580 �� - o" 2580 N
�M 'D I, I�00 00 c0 �� Cn^ �^ �� +�u7j I- ON �N +� cn
0 0 O �c o ^ +LO (n c D +� N N m O N N o
CCD 1.0 7)00 CN CO M r O^� +Ln ±N +N ±N N N U U U CD W O� U U
,•0 L0 o+N o+N o+N m m CD m CD FINISHED GRADE m
oN m m m c D " " 0+9 .42 W v' ,ro M
FINISHED GRACE GB 257 .88 ' °O c� Q
0.40% 0.40% -1.25% 0.67% 1.00% 0.40% 0.48% U) 00 ~�
230% C,4 CO
-0.62 0.35% 0.40% - - - - - - - - - - - - - - - _ z mow m
EXISTING GRADE EXISTING GRADE m J v``i co 0 0
ui 0 CD M
2575 2575 2575 2575 �C =
V
m
120.8 LF 12" SD ®9.7 L0.58%
88.7LF12" SD@0.31%
4 g� �F 9% SD ® 0.80% W
2 @2' = Q J �_
U Lv
S
0 U C� LL_ Cl
5S\O NA L F
48T4CO
,
CB-2 �GENSF G'j
"� SDMH 3 O SDMH 3 a
0 HIM
2b/ 12.2' L 48"� SDMH 2
2570 2570 2570 2570
48 0 SDMH 1 1+92.67 8.5' L RIM 2577.1 f RIM 2577.1 t
12" IN 2573.18-SW 0+67.64 8.5' L RIM 2576.6f 235
12" IN 2573.18-N RIM 2576.3f 12" IN 2573.71-N 12" IN 2574.00-E 12" IN 2574.00-E F R CWTjR 1CT1 N
12" IN 2574.00-NW 12" IN 2574.00-NW v sT �O
SUMP 2572.18 12" IN 2573.33-N 12" IN 2573.71-W 12" OUT 2574.00-S 12" OUT 2574.00-S TE OF
12" OUT 2573.33-S 12" IN 2573.71-E SUMP 2572.00 SUM 2572.00 �QFMy S FO`'�
SUMP 2571.33 12" OUT 2573.71-S
SUMP 2571.71
SHEET
2565 2565 2565 2565 C3 . 0
-0+25 0+00 1 +00 2+00 3+00 1 +00 0+00 -0+25
Lf)
N Lo
00
KEYNOTES
CONNECT TO EXISTING SIDEWALK. CONTRACTOR TO FIELD VERIFY CONNECTION N
+ E O ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR, CONTRACTOR
TO CONTACT ENGINEER OF RECORD FOR REDESIGN. cy)
I
S OPROTECT EXISTING GAS LINE, PRESSURE IRRIGATION LINE/SYSTEM AND 0
UTILITIES IN PLACE.
00
CONSTRUCT A.D.A. COMPLIANT RAMP WITH TRUNCATED DOMES PER ISPWC z
0 30, 60' O SD-712 AND SD-712G. SEE STANDARD STREET NOTE 2 THIS SHEET. O_
Cn
CATCH BASIN #6 - TRC=2577.79, 12" INV. IN/OUT= 2574.60 PER ISPWC Q w
WOODBURN SUBDIVISION " L �\ SCALE 1" = 30' O SD-604A TYPE IV WITH 1' SUMP. (Q100=1.00 CFS.) w
I `
INSTALL ±23 LF 12" C-900 @ 0.35%. z
INV. OUT AT CATCH BASIN #6= 2574.60
INV IN AT CATCH BASIN #7 = 2574.52 J
- I- CATCH BASIN #7 - TRC=2577.78, 12" INV. IN/OUT= 2574.52 PER ISPWC -
- SD- gp f - I-- ----i I SD-604A TYPE IV WITH 1' SUMP. (Q100=1.31 CFS.) Q O
sc SD
g g ■ I I �10 �� �. SD .� SD _ _ _ _ I _� 1 13 ( ► O7 CONSTRUCT f64 LF 4' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD-708 J U)
I I SEE SHEET C3.2 ` I L=j I I 11 I I 12 INSTALL ±226.7 LF 6" SDR-35 @ 0.50%. COORDINATE ALL ROOF DRAIN Q
9 I I 12 1 � I U �S I I I I I I I I DOWNSPOUT CONNECTIONS WITH BUILDING PLANS.
10 11 I I 13 14 I J + _ 8I I y� 16 17 18 19 I I 20 �J 21 22 23 I I 24 25 �h� 27 I I II I O CLEANOUT INV (W)= 2575.71 (SDCO-1) U
i S u I I INV IN AT 6" TEE = 2574.58. (SDCO-2)
f►4 I I O I I i i I
gm(; M w M 15 gb dj I I I I cn I 9 CONSTRUCT 4" CLEAN OUT (SDCO-1) PER ISPWC SD-506A. z
z
g� p I r' g r' "� gp / O I i I O CLEANOUT INV = 2575.71 - u
�91 �q I I
J J I Z I J I J J I I J J J I I J / J J d I 29' 2.7'
o o +� ," o 0 0 o O o o J o o I I l j O CONSTRUCT 4" CLEAN OUT (SDCO-2) PER ISPWC SD-506A. n
� � I Y � � � � � � � � � � � � Ln o � � � � � 10 V
Ni � ri KLLJ
i o I Ki Ki I I Ki �; M; I I �; v' Ki r i I I I INVERT = 2574.58 Q
�2 � � � � I I � � �2 �2 � �
II NN m m0 I �, � I I 'o � � � ^ � m -
N o o c l I INSTALL ±323.7 LF 6" SDR-35 @ 0.50%. COORDINATE ALL ROOF DRAINLl
ir-ii
3 .00' o ^ L - - o - - - (D ^ - - ^ cD + (D OD- - rn m I DOWNSPOUT CONNECTIONS WITH BUILDING PLANS.
+ + + + + + + o + + �� 1 1 CLEANOUT INV (E)= 2576.20 (SDCO-3) W� � cfl cD ` 'D I O O CINV IN AT 6" TEE = 2574.58 (SDCO-2)
257 3 0+91.19 0.00' I CONSTRUCT 4" CLEAN OUT (SDCO-3) PER ISPWC SD-506A. O
00
0+00 = \� 180.45 IiRC w ; 1 2 INVERT = 2576.20 LL
2+59.11 13.50'L 0+00.00= ° 6+66.67 cr II m I
I a I RELOCATE OR REMOVE EXISTING POWER LINE AND POWER POLE. COORDINATE
2+59.11 2+85.12 3+31.20 3+68.20 4+06.18 5 \ O \ 6+34.66 79.57 CL 0+32 0 089.19 II z I 13 w O �
W 77.73 CL 77.96 CL 77.80 CL 0 - ( ) 0 5+100 - 6+lo0 79.38 CL o 0 00 79.76 CL O 0 80.24 CL ( 6� I Z I WITH IDAHO POWER.
77.29 CL T1 CL W. CROSSWIND LANE PVT o 1 � 1$ 1
_ L�J
N 6 N 14 N 6+78.17 7 14
� 90' �° 79.40 CL II � � 14 HAND FORM TRANSITION FROM ROLLED CURB TO RIBBON CURB.
Ld _ J 0
W �'g 15,y
V) - 0, / I ■ CD
8 Io o - yz - -I - o - o- - � - - o - o- - � - -o o - 0" � 3 �� } � I ;-CE
-CE
-CE
0 0 0 o 0 0 0 0 0 0 ��� � M EMI � � � �, � �; � �; � �; � �; � �� 51 52 � � 53 54� 0 � � N � � � �, � N � ( - 24.00'
O O N 55 56 57 58 �, 59 60 61 62 63 64 65 N I I
N m 0O oo rn m ^ rn rn r7 0 1 I
O w � � � � I � N � N � � � + mom, I /
7 L + + + + + + + + + + o + I /
7+00.1 2 oo'R Li
If
CD M 30 1
NT Y J N
"' 77.02 TRC rro
® ® ® 79.72 TIC Q
SEE SHEET C3.0 SEE SHEET C3.2
EL
W
W �
N. SKY BREEZE LANE -W. CROSSWIND LANE- ALLEY A PROFILE W CROSSWIND LANE - (PRIVATE) PROFILE STANDARD STREET NOTES: O
2+25 3+00 4+00 5+00 6+00 7+00 -0+25 0+00 1 +00 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC SD-712,
2590 2590 2590 2590 SD-712C AND SD-712G, UNLESS OTHERWISE CALLED OUT.
2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 0
2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS
WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT
Cf,�Ops �x��6� ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'
3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
lq '1'F Q`� SAP CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF Q
REGULATORY SIGNS ETC.) MUST BE REVIEWED AND APPROVED BY CITY OF O
MERIDIAN.
2585 ��F �x`O� /o��A s 2585 2585 ������` 2585 4. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR C-)
FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
�����1• ���F �O�° `�' G� °'N SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
+ cD N +r- N O N C.J
m
c"J
G�y0 o co co m cm, co m m CD FINISHED GRADE 0+91.19 0
N rn m O �, L, GB 2580.45 =
�m Z
�N +Lo orl 0.84%
2580 00 (n� ° 2580 2580 ° _ - 2580
l'^ m ` FINISHED GRADE 0.60% -1.50% 2.2 I
+ N N O CD
-
N N
3
C 0.69% - - - - - - - - - - - - - - - 6+78.17 6+80.17 EXISTING GRADE w rn
GB 2579.40 o m
0.61% -0.40% - - - - - - - - - - - GB 257930 W � � �
uj
1.00% - - - - - - - - - - - _ - - - - - - - - -4.99%
L, - � N a
- - - - - - - - - - - - - EXISTING GRADEftft U' wo �
¢ � 00 ~ N
sn- w 0 N
W 0 CD � O
2575 152.6 LF 12" (C-900) 2575 2575 2575
SD @ 0.34%
m
V
m o m
w
z z
Q w �
= Q
0 U C� LL_ Cl
CB-7
4+06.18 12.8' R
RIM 2577.6f C5 NA F�
48"0 SDMH 3 12" OUT 2574.52-W \O E N S E
2570 UMP 2575.52 1 OUT 2574.52-N 2570 2570 2570
RIM 2577.1 t a
12" IN 2574.00-E 235
12" IN 2574.00-NW VERTICAL SCALE VERTICAL SCALE F R CWTY� 1CT1 N
.Q� E
12 OUT 2574.00-S � s OO
SUMP 2572.00 0 3' 6' 0 3' 6' F q T
O F P Q,
Y S F
SCALE 1" = 3' SCALE 1" = 3'
SHEET
2565 2565 2565 1 2565
2+25 3+00 4+00 5+00 6+00 7+00 -0+25 0+00 1 +00 C3 . 1
LO
00
LO
w KEYNOTES
N CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD N
OVERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES
OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. C')
78.91 EP -7- 78.49 EP O PROTECT EXISTING GAS LINE, PRESSURE IRRIGATION LINE/SYSTEM AND 00
55 0' aO UTILITIES IN PLACE. 00
�olp v79.06 EP 78.19 EP �O� VENABLE AVE N.N 0 30' 60' O SEE DETAIL SHEET C3.5 0 CONSTRUCT STORM TECH CHAMBER SEEPAGE BED FACILITY NO. 2.
_ INSTALL f33.5 LF INSTALL t22.5 LF INSTALL t30.2 LF
W - 6" SDR-35 ® 0.50% 6" SDR-35 @ 0.50% 6" SDR-35 ® 0.50% 4 CONSTRUCT A.D.A. COMPLIANT RAMP WITH TRUNCATED DOMES PER ISPWC �
78.65 EP 78.04 EP -------__ _ INSTALL ±22.5 LF SCALE 1" = 30' O SD-712 AND SD-712G. SEE STANDARD STREET NOTE 2 THIS SHEET.
N. BUCKSTONE LANE (PVT) � -----� 2 6" SDR-35 Q 0.50% • as 2 'T'INSTALL t22.5 LF - w
-
6' SDR-35 0 0.50% c
r CONNECT TO EXISTING CONCRETE SIDEWALK. CONTRACTOR TO FIELD VERIFY
- - - -__ -_ - - - - - _ _ INSTALL ±19.8 LF 5 CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR,
PARKING DETAIL N 19 18 t 1 - 16 _ 15 - - - - 6" SDR-35 0.50% 1 CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. ��Jn
1 11=20' aid I 14 - 13 V
HAND FORM TRANSITION FROM VERTICAL CURB TO RIBBON CURB. Q CD
- _ 12 _ 0
SEE SHEET C3.1 I 1 ° I - CATCH BASIN #8 - GRATE=2578.82, 12" INV. IN/OUT= 2575.82 PER ISPWC J O
J 0 30' 60' N 27100 1 o I 1 c I O SD-603 TYPE III (Q100=0.87 CFS.) J \
OCV 1 L� `r o c, O I 1 ' d I 1 10 N I I INSTALL f24.4 LF 12" SDR-35 @ 0.22%. /
O 0 ! ,
❑ li 1 o U I/ I 11 J I O INV. OUT AT CATCH BASIN #8= 2575.82 U
INV IN AT S&G TRAP NO. 2 = 2575.76
SCALE 1" = 30' N Of I 1 1 M 1 Ur
L 3- - - - e o - to + r I �1 I INSTALL 1-1000 GAL. SAND AND GREASE TRAP #2 PER ISPWC SD-624 SEE O
u u o �' �' I QQ0' 1 ® C° O DETAIL SHEET C3.4 z
- r O ` \ 1 __ n�U Ot7 J� O J J I J N O ! O 06 I Ll / O
�o ❑ c0 N /L� + I o N M o M o o M M �p Ih J. !• 9 o r
/, rn D �_ �� m o 0 0 o x U O 6 r
O) h N U U U U Q a9 �. t
00 m m - + O I `�' ~ ~ ~ ~ o �� o s, °O 8+75.12 13.501E CONSTRUCT SEEPAGE BED FACILITY #1. �n
5 % + + r r co ci
r (0 co o co
r r r + 1 "' o 0' co �' A, o 79.33 TRC 10 SEE DETAIL SHEEP C3.4 V
O o 00 � n O O LJ-I 0
o r co _moo. s'
0+10.28 17.00'L + + N 1 21 '� '� I- r 8 1 1 1 I 1 1 EXISTING POWER POLE TO BE REMOVED; COORDINATE WITH IDAHO POWER.
78.96 TRC ���° 1 2 79.36 TC I I I L.L.I O pR 8+19.15 12.001E 90
P.C. 1 6 L INSTALL f5.3 LF 6" SDR-35 ® 0.50%. L.L
1 0+05.17 I 0+16.59 0.001E 4 - - - - 4 ��9 I I I 1 12 INV IN AT SEEPAGE TRENCH 75.41 O Q
1 78.83 TRC I 8+63.07 CLEANOUT INV (W)= 2575.44 (SDCO-4) ILL
7+N. BUCKSTONE AVE. 78.92 NTNE LANE (PVT) 1+0 1+22.51 6+78.17� � 1 79.40 CL I y 7+10.17 77.90 8+19.15 8+54.29 79.00 CL
79.67 Cl o 79.32 CL 79.05 CL 6; 78.82 CL 6 CONSTRUCT 4" CLEAN OUT (SDCO-4) PER ISPWC SD-506A. w
07888 CL L O 0+89.01 1+22.51 I I - - -� - - o - 13 CLEANOUT INV = 2575.44
9 6+66.66 1 6+82.17 7+00.17 N 2S g ALLEY (PVT) I 100
78.22 CL 77.96 CL O 25� 79.57 CL 7+82 CL 79.80 CL 20 79.66 FG 79.85 EP �6% r
_ : _ - a- °1 3' ' I INSTALL 6" TEE AND 8" GRATED NYOPLAST AREA DRAIN OR EQUAL.
� �1° 79.87 EP ° 5 14
w 1 ��� o� - _ I O 6" TEE INV= 2575.54; GRATE EL = 2579.90
0+14.72 17.00'R - - - :!S 20R IF 9 `'f 8�+19.15C 12.00'R
.0 8+68.50 13.40'R
78.77 TRC 4 o o OO pR 20 'o�p �, 78.88 TC 15 INSTALL 6" TEE AND 8" GRATED NYOPLAST AREA DRAIN OR EQUAL. O
O 5 I ^^ O N � 4 24'R P.C. �� c, • I 6" TEE INV= 2575.65; GRATE EL = 2579.90 O
o o v 21 �, o �, o
-'�F- n I o I N 20.00' ~ N KI �' 1 1 O INSTALL 6" TEE AND 8" GRATED NYOPLAST AREA DRAIN OR EQUAL.
2 r I M 1 4J ❑ N `° o 0 1 1 6 6" TEE INV= 2575.80; GRATE EL = 2579.90
ari ao of ao N 1 Z O =T r o r r 1 L�
g r CF
C.
I r o r o+ o o + I r " o o °O ❑ 1 i 1 7 INSTALL 6" TEE AND 8" GRATED NYOPLAST AREA DRAIN OR EQUAL.
can N 6+34.66 13.50'R c� M 1 6" TEE INV= 2575.92; GRATE EL = 2580.00
cn 1Y O 79.36 TRC ;
� � 0 1 I I 1 8 INSTALL 6" TEE AND 8" GRATED NYOPLAST AREA DRAIN OR EQUAL.
O + 27.b O' r 0 r 000 ❑ I O 6" TEE INV= 2576.03; GRATE EL = 2580.00
I r I PlO �
cMC Ir I + I
INSTALL 6" TEE AND 8" GRATED NYOPLAST AREA DRAIN OR EQUAL.
SEE SHEET C3.1 SEE SHEET C3.1 SEE SHEET C3.3 19 6" TEE INV= 2576.20; GRATE EL = 2580.00
20 CONSTRUCT A.D.A. COMPLIANT RAMP WITH TRUNCATED DOMES PER ISPWC
SD-712 AND SD-712C. SEE STANDARD STREET NOTE 2 THIS SHEET.
21 HAND FORM TRANSITION FROM ROLLED CURB TO RIBBON CURB. �� W
W > �
N. BUCKSTONE LANE PROFILE N. SKY BREEZE LANE -W. CROSSWIND LANE- ALLEY A PROFILECD
L�
-0+25 0+00 1 +00 1 +50 6+50 7+00 8+00 8+91 O Q
2590 2590 2590 2590
STANDARD STREET NOTES:
1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC SD-712, O
000� SD-712C AND SD-712G, UNLESS OTHERWISE CALLED OUT. C
0" 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN
5�Q 00 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
P Ox00. PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS
4/ P P• WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT U
r ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'
2585 ��SS�TO,1,� 2585 2585 ����� k 0 2585 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
`P� x0 CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
REGULATORY SIGNS ETC.) MUST BE REVIEWED AND APPROVED BY CITY OF
X �. GAO 0 MERIDIAN.
r r 6 PQ 4. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
�� M CD
x6 cz m � o r o rn rn z r o FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
cl� 62 + r-00� ^N + �r r rn - ,n rn N o o WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
0 0O C°`� N m r m �N ^N amo o �; NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC N
o+N � f,rn cma m `' `D cma m n I i +n 00 CN +; SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
m + N " FINISHE GRADE a; N m m � °O m 3
2580 FINISHED GRADE m + r' 2580 2580 ° -7 82% + CD 2580
0 m 0 0% -1.50 2.2 -0.40% -0.40% LJ
CD
`L
-0.84% -4.99% 6+82.1 7+11.17 W rn o m
- GB 25 9.40 GB 2579.59 EXISTING GRADE 1.88%
-0.77%
5.01
8+55.65
- - - - - - - - - - - _ _ 6+80.17 GB 2578.85 W =
00
EXISTING GRADE GB 2579.3 r=1� N o CO
~i
V W N N 0- rJ
� W O N
W � m � o
2575 2575 2575 2575 � `� 0 I
m
LLJ
0+20.00 - 6" STORM DRAIN Q w w w
z z
= Q
0 U 0 L�
5S\0 NA L F�
�GENSF
2570 2570 2570 2570
a
235
VERTICAL SCALE VERTICAL SCALE F R CWTY� 1CT1 N
s 0
0 3' 6' 0 3' 6' v;lp E OF
S
SCALE 1" = 3' SCALE 1" = 3'
SHEET
2565 2565 2565 1 2565
-0+25 0+00 1 +00 1 +50 6+50 7+00 8+00 8+91 C3 . 2
Lf)
N Lo
N
W E
O
S O
00
� z
0 30' 60' O
Cn
Q LLLW
SCALE 1" = 30' w
z
J
SEE SHEET C3.0 SEE SHEET C3.2 O
V V V
+ I J
00 U
51 52 53 54 10.31% 55 56 57 58 8 219% 59 60 6l 62 63 64 65 0 _
000 3+91.57 20.85'L 'n rn _
n 12.64% 70%L_ 79.91 TC + ^ 2 . 0' ^••
ll
+ ® J J J J J ® J J ® J 3O �I ,
O (J O C O O U O O 1,c--6 -1
j31
O H O H O H O H OO O_ G C/� CD
L6 CD
w L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o
- Q I ° I (� C/� Q
Im �� O O N N M M M a
m [�� I O I LW 0
cn 79.87 EP¢ O O
Z J o�° w O
- - - - �/
0+00 � �2g 0+35.50 N.
79.66 FG ®
76.79 CL 0 00 76.93 CL 1+00 0 66~ 2+00 - - A00 - _ - + 50 4+07.50 I O Q
I LL
- - ALLEY-B (PVT) 79 37 CL 79.32 CL I F32 c
+ W
3+93.25
.0>9 79.66 CL W O
I I �° 79.85 EP -
= W
I _ rr a C CE C �; 4+06.61 I�
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
79.27 CL I W
I � v o v o � � � o v o v o v o v o � o v o O
o o o o o o o o o_
� �9 48 �' 47 I® 6 06 4^4 - � 3 - � - � � � �
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ALLEY B PROFILE STANDARD STREET NOTES: W
-0+25 0+00 1+00 2+00 3+00 4+00 4+50 O
2590 2590 1. 7ALLPEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC SD-712,
2C AND SD-712G, UNLESS OTHERWISE CALLED OUT.
2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN m
2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS cl
WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT
91�W ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' W
W �
�A A� 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
REGULATORY SIGNS ETC.) MUST BE REVIEWED AND APPROVED BY CITY OF
2585 LX X 9 X�xO> 2585 MERIDIAN.
4. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER IS
0��0 Lr�� SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
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PLAN VIEW N
R 28'-0" R NOTE: -
SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20
24'-0° REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF I
27-0 SEEPAGE TRENCH AND SHALL BE LOCATED ON OPPOSITE SIDE OF THE STREET FROM SEEPAGE BED. Q
1 50' SEE TRENCH DATA TABLE - THIS SHEET C)
_o„ 9,_0„ 2' 9,_o„ ,-O' 4'-0" � (/)
2' 11'-6" 11'-6" 2' 5'-0" 1'-0" OBSERVATION WELL 5' FROM END OF TRENCH Z
3/ 2' WIDE RIBBON MONITORING PER ISPWC SD-627 TO ACT AS MARKER O_
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S�AFFI<< 2.00% SLOPE I 2.00% SLOPE S 0 S SD-703 _ = w Q LLJ
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1 MPX 0 CUT 4" OF 34° MINUS 2.5" OF SIDEWALK PER ACHD 5' FT SOLID WALL IN TRENCH Z
SHOPS 4" OF %" MINUS S(Opf CRUSHED GRAVEL ASPHALT PAVEMENT SC
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CONCRETE SIDEWALK PER ACHD CURB PER ACHD O Q
EXTEND BASE MATERIAL 12" OF 6"
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0
6" BEHIND CURB (TYP.) 3" ROLLED CURB & GUTTER MINUS PIT RUN
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SEE DETAIL 4 THIS SHEET. PERFORATED PIPE z J
PER ACHD SD-702. (BOTH SIDES) ALLEY A - TYPICAL 24 ALLEY SECTION J
2.5" OF ASPHALT PAVEMENT
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STREET SECTION NTS LID AND/OR SDMH LID MONITORING WELL
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- NTS - FINISH GRADE OF 1.50 FOOT BELOW FLNI, OUND, rr nn^
TOP OF SIDEWALK AND ) ENSURE WOVEN GEOTEXTILE V
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�•1 MPX�O� -I I v vw _ I I-1 j I S��qp CST CRUSHED AGGREGATE I I (ISPWC SECTION 2050).
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CONCRETE SIDEWALK PER OF BED AND BOTTOM OF SAND ELEVATIONS OVERLAP MINIMUM OF 12"
EXTEND BASE MATERIAL 4" OF 34" MINUS 2.5" OF ACHD SD-709. 2 FOOT VALLEY GUTTER (PRIVATE)
I �
6" BEHIND CURB (TYP.) CRUSHED GRAVEL ASPHALT PAVEMENT 6„ NTS -VERTICAL CURB NO - II 0
3" ROLLED CURB & GUTTER 12" OF 6" 2' VALLEY GUTTER.
PER ACHD SD-702. MINUS PIT RUN SEE DETAIL THIS SHEET. GUTTER. PER ISPWC
STANDARD DRAWING II �
CD
SD-701A.
N. BUCKSTONE LANE
27' STREET SECTION W/ 2FT VALLEY GUTTER & PARKING STALLS
IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN
- NTS - THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE ACCORDANCE WITH ACHD BMP 04
BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN GROUNDWATER THE PORTION OF PIPE LYING IN DRAINAGE
AND THE BOTTOM OF THE SEEPAGE BED.r (D SAND MUST BE WRAPPED IN A DRAINAGE
wL FOOT PLATE (TYP.) CONSTRUCT PROFILE VIEW GEOTEXTILE TYPE 1 (ISPWC SECTION 2050).
oIw z 12" BELOW SEEPAGE FILTER SAND OBSERVATION WELL MUST EXTEND A MINIMUM
34'-0" - � � OF 1' BELOW BOTTOM OF THE SAND IN THE
SEEPAGE BED.
IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS W
FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR WILL NEED
2' 15'-0" 15'-0" 2' 5'-0" 1'-O" TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA.
3 S(pgEFl<< 1 S.1 MPO THE GEOTECHNICAL EVALUATION PROVIDED BY ALLWEST DATED FEBRUARY 12, 2021 AND GROUNDWATER MONITORING REPORT
2.00% SLOPE 2.00% SLOPE / \ / \ DATED MARCH 2O22, GROUNDWATER WAS DETERMINED TO BE BETWEEN 11.2' AND 13.8' BELOW SURFACE IN 4 TEST HOLES.
S�0 2.5" OF FCUr SEEPAGE TRENCH DETAIL
4" OF 34" MINUS ASPHALT PAVEMENT CONCRETE SIDEWALK PER ACHD SCALE: NTS
EXTEND BASE MATERIAL
CRUSHED GRAVEL DRAWING SD-709. (INSTALL SIDEWALK SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20
6" BEHIND CURB (TYP.) 3" ROLLED CURB & GUTTER 12 OF 6" AS SHOWN IN PLAN). Q
MINUS PIT RUN
PER ACHD SD-702. (BOTH SIDES) SEEPAGE TRENCH DATA TABLE
SEEPAGE TRENCH APPROXIMATE 100 YEAR DESIGN W
y LOWEST FINISHED TOP OF ROCK TOP OF SAND BOTTOM OF SAND
DIMENSIONS WxDxL GROUND WATER FOUND PERC RATE
# GROUND ELEVATION ELEVATION ELEVATION ELEV VOLUME (CF)
N. B U C KSTO N E LANE m 1 15'x4'x45' 2579.38 2577.38 2573.38 2570.38 2569.36 1159 8"/HR
z
34' TYPICAL STREET SECTION 00
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HS 25 RATED STRUCTURE Q
LID TO BE FLUSH WITH
FINISHED SURFACE
FG f 2579.30
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2575.76 2575.66 TOP
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CURB PER ACHD I CURB PER ACHD # OF CORRUGATED PIPE. 5 EACH L'J CD Y
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12" OF 6" 2' VALLEY GUTTER. 18" PERFORATION SCHEDULE W m o
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ALLEY B - TYPICAL 20' ALLEY SECTION
1000 GAL. SAND/GREASE TRAP #2 z Y
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PROPOSED LAYOUT CONCEPTUAL ELEVATIONS NVERT ABOVE BASE OF CHAMBER p
23 STORMTECHSC- OCHAMBERS MAXIMUM ALLUVVAULL UKAUL 111 11.25 PART TYPE ITEM ON DESCRIPTION NVER MAX FLOW W OUT /Y\
6 STORMTECH LINE SG800 END CAPS 5. 24"BOTTOM PREFABRICATED EZ END CAP,PART#:SCSOOECEZ/TYP OF ALL 24"BOTTOM ��/
6 In 4. PREFABRICATED EZ END CAP A > '^
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6 In -. PRE-CORED END CAP B 12"TOP PRE-CORED END CAP,PART#:SC800EPE12TPC/TYP OF ALL iT'TOP CONNECTIONS p
40 STONE VOID L 4. IY
INS IALLFU SYSTEM VOLUME(CT) TOP OF STONE: 3.7 PRE-CORED END CAP C 17'BOTTOM PRE-CORED END CAP,PART#:SCBOOEPE12BPC/TYP OF ALL I T'BOTTOM w FINISHED GRADE Q ±2577.25 (LOWEST POINT) Rr-
(PERIMETER STONE INCLUDED) TOP OF SC 800 CHAMBER: 3,2 CONNECTIONS J d SC-800 STORMTECH SC-8 END CAP 2" FRACTURED DRAIN ROCK
2193 (COVER STONE INCLUDED) 12"x 12"TOP MANIFOLD INVERT: 1. FLAMP D INSTALL FLAMP ON 24"ACCESS PIPE/PART#:SCO0024RAMP Q < CHAMBERS
(BASE STONE INCLUDED) 4"ISOLATOR ROW PLUS INVERT: 0. MANIFOLD E IZ'x 12"TOP MANIFOLD,ADS N-12 14.40" U p /° ^'
988 12,BOTTOM CONNECTION INVERT. 0. PIPE CONNECTION F IZ'BOTTOM CONNECTION 1.69, N 0 LD ` V
160.9 S Y S I IL301TOM OF SG800 CHAMBER. 0. NYLOPLAST(INLET W/ISO G 30"DIAMETER(24.00"SUMP MIN) 4.6 CFS INEL
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4 CHAMBER HEIGHT z
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Z� STORMTECH CHAMBER BED #1 - SECTION VIEW ! ,
L - - - - - - - - - - - - - - - - - - - - - - - - -
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Q U)¢ NOTES: m
(n >W 1) OBSERVATION WELLS SHALL BE CONSTRUCTED TO THE DEPTH OF 1' BELOW TRENCH. z
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Z 2) FOR STORMTECH INFORMATION CALL 1-888-892-2694. STORMTECH CHAMBERS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDED STANDARDS. NO EXCEPTIONS. `J 11
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- LU 0 3) 23 SC-800 STORMTECH CHAMBERS REQUIRED. (/� Q
ISOLATOR ROW PLUS O 7 W
(SEE DETAIL) L oo INSPECTION PORTS TO BE INSTALLED ON Q
PLACE MINIMUM 12.50'OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING IYN COLUMN WITH SAND AND GREASE TRAP
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL Q d Q
CHAMBER INLET ROWS
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w ON CENTER ROW OF CHAMBERS. ui
LL �/ ~0 1 TOTAL FOR THIS BED) C)ED LIMITS NOTES B LJ- O (
THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. Of Q
• NOT FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT 8 THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. w 00
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ACCEPTABLE FILL MATERIALS: STORMTECH SC-800 CHAMBER SYSTEMS C)
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AASHTO MATERIAL
MATERIAL LOCATION DESCRIPTION COMPACTION/DENSITY REQUIREMENT W
CLASSIFICATIONS z
INSTALL FLAMP ON 24"(600 mm)ACCESS PIPE FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE FD
PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED Z Q
PART#:SC80024RAMP TOP OF THE'C'LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS. W= (J7 O
OPTIONAL INSPECTION PORT D N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE.NOTETHAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. yH-
SC-BOO CHAMBER PREPARATION REQUIREMENTS. - w N
STORMTECH HIGHLY RECOMMENDS PAVEMENT SUBBASE MAY BE PART OF THE'D'LAYER. U w
FLIXSTORM INSERTS IN ANY UPSTREAM -- �1TG W 7
STRUCTURES WITH OPEN GRATES - � � - - - - AASHTO M145' BEGIN COMPACTIONS AFTER iT'(300 mm)OF MATERIAL OVER �to - O
------- - - GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35%FINES OR A-1,A-24,A-3 THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LOVERS IN O Z
INITIAL FILL:FILL MATERIAL FOR LAYER'C'STARTS FROM THE IY W
PROCESSED AGGREGATE. 6"(150 mm)MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR O- O
TOP OF THE EMBEDMENT CHAMBER.
YER)T015VEMENm) W O
C OR WELL GRADED MATERIAL AND 95%RELATIVE DENSITY FOR
ABOVE THE TOP OF THE CHAMBER.'LA E R. PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS PROCESSED AGGREGATE MATERIALS.ROLLER GROSS 2
SG800 END CAP SUBBASE MAY BE A PART OF THE'C'LAYER. F 0!
ELEVATED BYPASS MANIFOLD LAYER. AASHTO PA43' VEHICLE WEIGHT NOT TO EXCEED 12,000 Ibs(89 kN).DYNAMIC p
3,357,4,487,5,58,57,8,87,88,7,78,8,89,9,10 FORCE NOT TO EXCEED 20,000 IbB(89 kN). WO W
EMBEDMENT STONE:FILL SURROUNDING THE CHAMBERS Z=
CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' g U.
\ B FROM THE FOUNDATION STONE(A'LAYER)TO THE'C'LAYER OR RECYCLED CONCRETE' 3,357,4,467,5,56,57 NO COMPACTION REQUIRED. U.1
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A p
FOU za
NDATION STONE:FILL BELOW CHAMBERS FROM THE CLEAN,CRUSHED,ANGULAR STONE AASHTO M43'
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE?A
\ SUBGRADE UP TO THE FOOT(BOTTOM)OF THE CHAMBER. OR RECYCLED CONCRETE' 3,357,4,467,5,66,57 -
W m
z M
SUMP DEPTH TBD BY
PLEASE NOTE: O F
Z
1. THE LI TEED AA HT DE I NATI N ARE FOR GRADATIONS ONLY.THE STONE M AL BE LEAN CRUSHED,ANGULAR.FOR EXAMPLE ASPECIFICATION F R#4 NEW LD STATE:"CLEAN, R HED AN LAR N .4 HP.HTO M43 STONE". lY
SITE DESIGN ENGINEER NYLOPLAST S S O ON O S O G O W S A UST WHEN
C C O GU 0 0 SER OU S T C US GU 0 ( S )S 0 s p
(24"[600 mm]MIN RECOMMENDED) 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. II++ WON 53.57' N
24"(800 mm)HOPE ACCESS PIPE REQUIRED 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR V E Z w SAND & GREASE TRAP NO. 1
USE EZ END CAP PART#:SCSOOECEZ ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN COMPACTION REQUIREMENTS. A� mr K
FOUNDATION STONE AND CHAMBERS 4. ONCE LAYER'C'IS PLACED,ANY SOILMATERIAL CAN BE PLACED INLAYER TY UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'U OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. r =W
5'(1.5 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS W OR'B'THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20"RECYCLED CONCRETE STRUCTURAL BACKFILL'. W L
SC800 ISOLATOR ROW PLUS DETAIL on STORMTECH CHAMBER BED #1 - PLAN
NTS 1111. -0 +
ADS GEOSYNTHETICS 801TNON-WOVEN GEOTIXTILE ALL O U)H SCALE: 1" = 10' S
AROUND CLEAN,CRUSHED,ANGULAR STONE IN A 8 B LAYERS PAVEMENT LAYER(DESIGNED U) Q to
3 SC-800 ISOLATOR ROW PLUS DETAIL BV SITE DESIGN ENGINEER)
I U °-
PERIMETER STONE � D ?O BOTTOMK RE%ABLE PNVEMENT,FOR UNPhVED �O v J
INSPECTION 8 MAINTENANCE (SEE NOTE 4) NS P UTIONS WRERERUTTERM21"(M-ES MAY OSSUR, 15 8' 5 r
'�, ssEcwER To zi•cszEmml.
C 1 ( (375 mm)MIN' (2 4 m)MAX
6"(150 mm)MIN O O IY
STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT AA '
U a NA. INSPECTION PORTS(IF PRESENT) EXCAVATION WALL LLIA.I. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN OO
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED (CAN BE SLOPED OR VERTICAL) ' 33" ""THIS CROSS SECTION DETAIL REPRESENTSA.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENTAND RECORD ON MAINTENANCE LOG (838 mm)MINIMUM REQUIREMENTS FOR INSTALLATION. Q IYA.4. LOWERACAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) q, _! PLEASE SEE THE LAYOUT SHEET(S)FOR �O
A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. \ / - PROJECT SPECIFIC REQUIREMENTS. � aO25
B. ALLISOLATORPLUSROWS LL a FINISHED GRADE t2578.39 (LOWEST POINT)
6.1. REMOVECOVERFROMSTRUCTUREA7UPSTREAMENDOFISOLATORROWPLUS Q ZOI SC-800 STORMTECH SC-800 END CAP 2" FRACTURED DRAIN ROCK
B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE j' / 6"(150 mm)MIN Z Z CHAMBERS
) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY Q Q I
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE (SEE NOTE 3) s
12'(300 mm)MIN SC-800 END CAP 3 51"(1295 mm) iT'(300 mm)MIN W m
8.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. SUBGRADE SOILS (75 mm)MIN Q o -_ , „
m
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS (SEE NOTE 3) I-
w 15" M I N
A A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED W O + TOP OF ROCK f 2576.75'
B. APPLY MULTIPLE PASSES OF JENAC UNTIL BACKFLUSH WATER IS CLEAN [IfC. VACUUM STRUCTURE SUMP AS REQUIRED 0-Il
NOTES W o 6" MIN
STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". a Z
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. 2. SC-800 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. W a
3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH m Q
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE. co(n
NOTES 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. Q= 33"
REQUIREMENTS FOR HANDLING AND INSTALLATION: Z W CHAMBER HEIGHT~
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS 5. _
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS.
TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2'. ® W
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. . TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 700 \
COLORS.AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW == 6" BOTTOM OF ROCK f 2573.00
SHEET F U) TOP OF SAND t 2573.00
12"MIN 51" 3" 51" 3" 51" 12"MIN C)1 SC-800 CROSS SECTION DETAIL 1 OF 1 C)
BOTTOM OF SAND f 2570.00
36" OF FILTER SAND PER ISPWC SECTION 801
SHGW f2569.00
STORMTECH CHAMBER BED #2 - SECTION VIEW w
- NTS - Z
HS 25 RATED STRUCTURE o
w LID TO BE FLUSH WITH NOTES:
FINISHED SURFACE 1) OBSERVATION WELLS SHALL BE CONSTRUCTED TO THE DEPTH OF 1' BELOW TRENCH. N
C):2 o FIG f 2577.20 z CD
O Y] _ LJ N o
cn - - - - - 2) FOR STORMTECH INFORMATION CALL 1-888-892-2694. STORMTECH CHAMBERS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDED STANDARDS. NO EXCEPTIONS. w rnCD
m
LLJ
LLI Qo
INSPECTION PORTS TO BE INSTALLED ON
3) 23 SC-800 STORMTECH CHAMBERS REQUIRED. V) M N Y
�- ONNLCENT RITROW OF SAND A HAMBERSND E TRAP z N o 0 0
2574.02 TOP I
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PARKING (1 TOTAL FOR THIS BED) (n o (n
1 1 I 1 OF CONC. - 1 Z o 0
2574.11 / 20" �' corn o CD M o
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12 INV. IN FROM ( 1 m o
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PER ACHD BMP-01 SCALE: 1"=10' r
- NTS -
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STREET LIGHTS NOTES:
KEYNOTES N
r. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. (�
INSTALL STREET LIGHT. COORDINATE LOCATION, NSTALL STREET NAME SIGN PER MUTCD, ISPWC SD-1130 &
TYPE, SIZE, COLOR AND FIXTURE WITH CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF SD-1131 AND THE CITY OF MERIDIAN STANDARDS.
ARCHITECTS PLANS AND OWNER. REGULATORY SIGNS ETC.) MUST BE REVIEWED AND APPROVED BY CITY OF 0
MERIDIAN. C)
0
I
2. COORDINATE ALL STRIPING (TYPE, PAINT COLOR, LOCATION AND WIDTH) WITH z
�
+ INSTALL STREET NAME SIGN ARCHITECTS PLANS. 0
3. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. Q W
LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL
NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. LLI
Z
J
0 O
J U�
Q �
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O BLOCK 4 WOODBURN SUBDIVISION o
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SEWER LEGEND
r- r- N �
UTILITY NOTES WATER METER LEGEND (V
s NEW 8" SEWER MAIN
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION \ 3/4" DOUBLE METER SERVICE PER CITY OF E
EXISTING 8" SEWER MAIN FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE d MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Q
MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE INSTALL 1" SERVICE FROM WATER MAIN. W Q
NEW 4" SEWER SERVICE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE CO
HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER 3/4" SINGLE METER SERVICE PER CITY OF s I Z
MAINS TO HAVE 4 FT OF MINIMUM COVER. d MERIDIAN STANDARD DRAWINGS W-1 AND W-2. r 0
• 48" DIAMETER SEWER MANHOLE INSTALL 1" SERVICE LINE FROM WATER MAIN.
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
QO EXISTING 48" DIAMETER SEWER MANHOLE UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING CENTER OF WATER METER TO BE 2' BEHIND W
Ll.l
BACK OF SIDEWALK (TYPICAL). 0 30' 60'
4" SEWER SERVICE LABEL 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. z
STA: = SEWER MAIN STATIONING NOTE: _
-MST A: 6+82 43.0' L OR R = LENGTH OF 4" 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. SCALE 1" = 30' J
43 0 L SERVICE LEFT OR RIGHT OF MAIN LINE. METERS AND WATERWORKS BRASS BE ANSI/NSF 61 INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH CERTIFIED. (D
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2% 2. ALL WATER LINES NEED 4' OF COVER. 0 O
GRADE TO THE PROPERTY LINE.
J
U
EXISTING (� m
WOODBURN WATER KEYNOTES z
WOODBURN SUBDIVISION SUBDIVISION M � 0(_�
f4
p O WATER MAIN.
2" BLOWOFF ASSEMBLY & CONNECT TO EXITING
.8 LF 8" PRESSURE IRRIGATION
WATER MAIN SERVICE (TYP) - W 0
- - - - M
O INSTALL 22.5° ELBOW WITH THRUST BLOCK 0
- - 7 INSTALL: uj
SD gp g 1 1 - 8" TEE (ALL FLG) �/
0
BLOCK 1 - - - - - - - - - � - - - - - - - - - - - - gp 3
7 r - - - - - - - s - - - - - - - - - - - - - - so - - - - BLOCK 13D _ 1 1 - 8" ADAPTER (FLGxMJ)
_ _ _
e I I ■ ■ I I �� r' "� - - - - - - - i� I 2 - 8" GATE VALVES (FLGXMJ) O
I I I I I I I I �
11 I 0
9 11 I I 12 I D 25.00' I INSTALL: w �
1 - 8"x6" TEE (MJxFLG)
10 O I I 13 14 I I 16 17 18 19 I I 20 21 22 23 I I 24 25 26 27 I I O 1 - 6 GATE VALVE (FLGxMJ) m �
w 1 I I I I I O O O I I ±12 LF 6" C-900
20.00' 15 I I I I I �
Lg�FQ RL FaZ I I I I � O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN 0
Z I I I I I i I I 5 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8 O
Y11 I I
= I I I �+Q
F I I I I j INSTALL: O
5 ��nii� I I I 4 I O 1 - 8" TEE (ALL FLG)
I I �� ±102.4 LF 8" °' I I I I I1 V I I 3 - 8" ADAPTER (FLGxMJ)
- SEE SHEET C4.2 - WATER MAIN L - J50.3 LF 8" - - 5 - 1 L f145.7 LF 8" JE-�i7]8.1211
LF 8" - - - - -
9 - SEE SHEET C4.4 - - J WATER MAIN - 9 - WATER MAIN - -WATER MAIN I 7 INSTALL 45' ELBOW WITH THRUST BLOCK L�
SEE SHEET C4.2 I SEE SHEET 4.2 9 1 1 0
f 111.1 LF 8" /11
- I t96.4 LF 8" 6 I -WATER MAIN r - I Ir - r - r - r - -1 1 I F- - 5ri
WATER MAIN 3 6 I I O INSTALL 11.25° ELBOW WITH THRUST BLOCK
- -
- - - - - - - - - -
w w w w IN - - - w - - - - w- - - - Iw I I I INSTALL:
ELBOW
1 I - LINE C - I - LINE A - _ CROSSWIND LANEI(PRIVATE) I I I - 1 - I LINE A I - 1 I LINE A_ 10 2� I O 1 - 8"x6" REDUCER (MJxFLG)
10 j I o I I I I I I U) 1 - 6" GATE VALVE (FLGxMJ)
s s s o s s s s s-M I c/) ±12 LF 6" C-900
gn
- - - - - - - - - - - I I I FIRE HYDRANT TO HAVE JOINT RESTRAINTS FOR THE FIRST
10 60FT OF PIPE ON DEAD END LINE.
PRESSURE IRRIGATION I g I I ° ° I � ° ° I ° ° i
r o
ll'
PRESSURE IRRIGATION
SERVICE (TYP) I I F t84.4 LF 8" I I I I I \11 M 29 I I SERVICE (TYP)
l U WATER MAIN
,rj c*� 51 52 53 54 I I 55 56 57 58 I I 59 60 61 62 I I 63 64 65 III
j l = Q w
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W J�
N ® o Z I f�71
300 I I I I I I II - -
_ - - w L _ _ J L _ _ J L t407.0 LF 8" N 31 o i
O I m ±28.5 LF 8" - - - - - - - - - - - - - - - - - - - - - - WATER MAIN - - - - - - t112.7 LF 8" a I I It W
WATER MAIN O
a �1 Y I 3 I - �4 I - � I I I - I I I I - � I � - - I 1 ¢ i WATER MAIN J - - - - - I ql
I -L-j L I L - - LL - I I I IL Q II
r - - - - - - - - - I III
L - - - w 66 ALLEY B (PVT) - -o - w - - 3'Rip I? 32 I III
Is s o s
-
- � LuO
I I I I I I z
SEE SHEET C4.3 _ - - - - _ _ _ _ _ _ - - _ _ _ - - SEE SHEET C4.3
I � _ r r
14 � f95.9 tIN
8" I I W
I WATER 30.00' I9 48 47 I I I I 42 41 40 39 38 37 36 II f J - N 34 o z Z
II 3 I NI f I I I I I I I I � 4 CD
a \ ±927 LF 8" CD.
a l O = W I I I I I I I WATER MAIN I I m N
- - - - J I III r ? N o
cn I I I I I ° I III Lu
II � L I I I I I I I I • ° I II
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- -- - - _ - - - __ - - - - - - - - -_____ � � � o � V)
� I - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - � o N N
z � z � o
2 ai = _ - 1 = - - - J
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ = 11 - - - - - - - - = o o o
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m
L ---------- I ou L�j
Ou - - - - - - - - - - - - - - - - - - I V mo
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61
L- - - - - - - - - - - - I \ / I t29.1 LF 8„ p\FZ / / M M M M III Q LLJ
J
CONNECT TO EXISTING 1 WATER MAIN i _ _ _ _ _ _ _ _ _ I I o v o o
8" SEWER MAIN 00 I 2 /�i� �i� --- - - - - - - - - - - - - - - - - - -YVHdWF-EAidE WAT - - - - - - - - - - - - - - - - - - - - -
IF 00 NA
l' . .. .
EXISTING \\ / I I I s 06/10/26 0
II I I WINDRIFT LN. - . �, ., o L �•��MyEOF�ao5��
(PRIVATE) s F
SHEET
C4 . 0
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00
SEWER LEGEND �
r
UTILITY NOTES WATER METER LEGEND WATER KEYNOTES N
s NEW 8" SEWER MAIN
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 3/4" DOUBLE METER SERVICE PER CITY OF O POTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3
EXISTING 8" SEWER MAIN FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN STANDARD DRAWINGS W-1 AND W-2. ON COVER SHEET C1.0 0
MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE INSTALL 1" SERVICE FROM WATER MAIN. Q
NEW 4" SEWER SERVICE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE 2 REMOVE EXISTING 2" BLOWOFF ASSEMBLY & CONNECT TO EXITING 00
HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER 3/4" SINGLE METER SERVICE PER CITY OF WATER MAIN.
MAINS TO HAVE 4 FT OF MINIMUM COVER. d MERIDIAN STANDARD DRAWINGS W-1 AND W-2. r z
• 48" DIAMETER SEWER MANHOLE INSTALL 1" SERVICE LINE FROM WATER MAIN. O3 INSTALL 225 ELBOW WITH THRUST BLOCK
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT [-- Cn
CENTER OF WATER METER TO BE 2' BEHIND INSTALL:
EXISTING 48" DIAMETER SEWER MANHOLE UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING Q W
SD-403 BACK OF SIDEWALK (TYPICAL).
0 3I 60' O 1 - 8" ADAPTER (FLGxMJ) W
4" SEWER SERVICE LABEL 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 2 - 8" GATE VALVES (FLGXMJ) z
STA: = SEWER MAIN STATIONING NOTE: _
STA: 6+82 43.0' L OR R = LENGTH OF 4" 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER J
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. SCALE 1" = 30 INSTALL:
'
L43.0 O 1 - 8"x6" TEE (MJxFLG)
IN�INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH CERTIFIED. 1 - 6" GATE VALVE (FLGxMJ)
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2% 2. ALL WATER LINES NEED 4' OF COVER. t12 LF 6" C-900 Q O
GRADE TO THE PROPERTY LINE. O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
6 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8 J C\
INSTALL:
O7 1 - 8" TEE (ALL FLG) U
_ Ivv v i 1)v rr v 1'j.i o 3 - 8" ADAPTER (FLGxMJ) rVn., m
456.54' I PIR f PIR 7 O
-BLOCA L
I:::•'•'•'•'•:•.•.•.• I SEWER KEYNOTES
. . . . , �
I'•'''''''''''''•'•' I I I I w J REMOVE EXISTING 'T' CLEANOUT AND CONNECT TO EXISTING 8" PVC W
1:♦...♦...♦...♦...♦.i I I III ^' O O O O O O I 1 SEWER (INV. 2566.93) MATCH EXISTING ELEVATIONS AND SLOPE.
'•'� I I I I O CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION. IF w
1•;'''''''''''''''''' i I III DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. �y O
O O N O co O ro O O O O O
I.• I I I I I M o � � , �� OJO � O �JO
ssMH1 I I � : ��I � NZIla
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LLJ O
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_ � � SEE SHEET C4.4 0
0 1 I / + - - - - - w SSMH 4
z ; 21" �^ z STA: 2+29.58 LINE A - - - - - - - - - 0
s 1+00 1 2 1 STA: 0+00.00 LINE C ■
� I 159 0 180°' 90°' - -
z v 3 - 1 LINE A 1 1 SKY BREEZ LANE (PVT) LINE A L�
M M M n7l.50
O
(/) I - 3 - SSMH 3 I 4 1 1 0 F 7
X 1 t29.1 LF 8" SSMH 2 STA: 1+17.61 LINE A 1 S I ¢ -
W 1 STA: 0+00.00 LINE B 00 - w �`�'„
f I WATER MAIN o o STA: 0+31.01 I Z m _ 6L - 1 Z_ o
t95.9 LF 8" I J CD Z
� 5 STA: 2+6 6
WATER MAIN t84.4 LF 8" - 37.71.0' L
6 O
INV. 50 w
SEE SHEET C4.3 WATER MAIN
t28.5 LF 8"
WATER MAIN SEE SHEET C4.2
VERTICAL SCALE W
0 3' 6'
LL-
W O
SCALE 1" = 3' Z
LINE A PROFILE
-0+25 0+00 1 +00 2+00 2+35
2580 2580 W
W Q
FINISHED GRADE
EXISTING GRADE 12" S
2575 CRQSSIN 2575
z
12" STORM DRAIN 12" STORM DRAI
12 STORM DRAIN _ �Z
C-900 SLEEVE
z
3
0
8" WATER MAIN _
8" WATER MAIN - N
z N
_ N a
2570 2570
2.63 LF 8" SE ER 1.07% SEWER 5.30% 107.97 LF 8" SEWER @ 0.51% I N
82.60 LF 8" SEWER
0.53% B o
= a
0 � ~ N
48"0 tSSMH:4:: Zw N48" . LINE A-SWR o - w o N
T48"O SSMH 3 � m o o CO o
O+0 .00 LINE C-SWR �1 = S
1+17.61 LINE A-SWR Z
T48"O SSMH 2 RIM 577.3t
1 0+31.01 LINE A-SWR 0+00.00 LINE B-SWR 8" IN 2569.54-W 00
RIM 2576.4t RIM 2576.7f g" I 2569.54-E
m o
8" IN 2568.35-N 8" IN 2568.89-E g" OJT 2569.44-S z �
2565 4" IN 2568.68-W 8" IN 2568.89-N 2565 � W
48"� SSMH 1 8 OUT 2568.25-S 4" IN 2569.22-W o Q o
8" OUT 2568.79-S
0+04.63 LINE A-SWR
RIM 2576.3t
8" IN 2567.06-N e
8" OUT 2566.96-S '�NOTE:1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE2560 2560 TO FACE OF MANHOLE. �-0+25 0+00 1 +00 2+00 2+35 2) INSTALLED WITTHEN0 0SUMPS BE ONCENTRIC AND ARE TO BE �
3.)WATER MAIN PIPE ANGLE SHALL NOT EXCEED MORE THAN
HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION SHEET
ANGLE. CONTRACTOR TO VERIFY DEFLECTION ANGLE AT
TIME OF CONSTRUCTION.
C4 . 1
LO
00
LO
UTILITY NOTES
N
WATER KEYNOTES N
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE (�
MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE E O POTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3
PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE ON COVER SHEET C1.0 Q
HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER Q
MAINS TO HAVE 4 FT OF MINIMUM COVER. O REMOVE EXISTING 2" BLOWOFF ASSEMBLY & CONNECT TO EXITING 00
WATER MAIN.
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT s Z
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING O3 INSTALL 45' ELBOW WITH THRUST BLOCK O
SD-403 [-- cf)
INSTALL: Q >
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 0 .3 0' 60' 4 1 - 8" TEE (ALL FLG)
1 - 8" ADAPTER (FLGxMJ) LLI
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. 2 - 8" GATE VALVES (FLGXMJ) z
SCALE 1" = 30' INSTALL: J
O5 1 - 8" TEE (r'1
3 3 - ADAPTERS
WATER
LF 8" _
WATER MAIN 2 INSTALL: � C)i O 1 - 8"x6" TEE (MJxFLG) O
J
1 - 6" GATE VALVE (FLGxMJ) J
SD - - S° o - ±12 LF 6" C-900
- - - - - - s S N
- - - - - - - - - - - - - - - - SD - - - - - - so - - - - LOCK 15° O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN U
■� I WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8
12 i OI 25.00' MIN. i I I I INSTALL:
I I 1 FF= 580. I I
11 13 14 16 17 18 19 I I 20 21 22 23 I 1 1 - 90' ELBOW Z
O I I O O I I O OFF=2 0.00 O O O O O I I 24 25 FF-2 1.70 26 27 I I O 1 - 8"x6" REDUCER (MJxFLG) rr-n O
�.10 I I = 5 I 5 1 I I I I 1 1 - 6" GATE VALVE (FLGxMJ) V O
I Ia. I 15 1 I I I I I I t 12 LF 6" C-900 (D 0 0
I i I I I I IJ7 1 O FIRE HYDRANT TO HAVE JOINT RESTRAINTS FOR THE FIRST - O O
I o o rn J I o I I o co o o oo I I o J o U) J o r- o J^ I I M J o coo J N rn J N �J N 1 a i 9 60FT OF PIPE ON DEAD END LINE.
J (D J O 7 �J� �J� �J� J I I I+ + + 1 N + N + N + M + M I I + M + M + �•`� + M +�Fl + + + W
I I Nc^ No," -ID Y 1 1�c' Inc' �o� �o� I�o � �o� I�o � I 1CD
I O
Q �> �> Q c�
V z � z z ml I cn z z � z Z (n z z cn z z I � z c z c z � z I =
- - - -�l _ Ol _ � L - N l _- �l� � - N l-- � l _ � l l = - J N l- - � l _ N lO - �l _
I I " I 6 7 I I I I I I I ±78.2 LF 8" ILL 0
t 111.1 LF 8" t 150.3 LF 8 t 145.7 LF 8' WATER MAIN 4 I - 1 WATER MAIN ±101.5 LF 8"
U _ I r 5 - I WATER MAIN - �I WATER MAIN 1 r - 1 r - 1 r - WATER MAIN 1 5 - 1 r - 8 SEWER LEGEND O
SSMH 4
W STA: 2+29.58 LINE A W w I 1 s NEW 8" SEWER MAIN
= w o W STA: 0+00.00 LINE C 1 0
CROSS IIND LN. (PVT)
(n I 1 I 1 I 1 _ _ 1
LINE C 3+0 4+00 I ,00 I I I 6+0 ss EXISTING 8" SEWER MAIN O
Lv s s s Is s- s s
W 270` 1 LINE A 1 0 LINE A LINE A 90 7 11 CD
(/) ¢ sn 1 SSMH 6 9 1 I NEW 4" SEWER SERVICE
SSMH 5 „ STA: 7+18.00 a
SEE SHEET C4. r - - - -❑ Q - - r - 0 - o r STA: 4+404.17 - - o El - Q- - - -� o - SEE SHEET C4.4 48" DIAMETER SEWER MANHOLE
LL-
O EXISTING 48" DIAMETER SEWER MANHOLE O
� I I I I I I
* 53 54 I I 4" SEWER SERVICE LABEL
5 52 55 58 STA: = SEWER MAIN STATIONING IONING5 �
STA: 6+82 43.0' L OR R = LENGTH OF 4"
FF 579.20 i i FF= 79.50 i i FF= 80 40 i i FF=2580.90
43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE.
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2%
GRADE TO THE PROPERTY LINE.
NOTE:
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE
TO FACE OF MANHOLE.
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE W
INSTALLED WITH NO SUMPS. WATER METER LEGEND Q I
LINE A PROFILE 3.)WATER MAIN PIPE ANGLE SHALL NOT EXCEED MORE THAN
r Lj--
2+20 3+00 4+00 5+00 6+00 7+00 7+38 HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION W O
ANGLE. CONTRACTOR TO VERIFY DEFLECTION ANGLE AT \ I 3/4" DOUBLE METER SERVICE PER CITY OF
TIME OF CONSTRUCTION. MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Z
VERTICAL SCALE INSTALL 1" SERVICE FROM WATER MAIN.
0 3' 6' 3/4" SINGLE METER SERVICE PER CITY OF
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE LINE FROM WATER MAIN. W
SCALE 1" = 3' Z
CENTER OF WATER METER TO BE 2' BEHIND
BACK OF SIDEWALK (TYPICAL). L_L-I
CO �
2580 FINISHED GRADE - _ 2580 NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
- _ - METERS AND WATERWORKS BRASS BE ANSI/NSF 61
- - - - - - - CERTIFIED.
2. ALL WATER LINES NEED 4' OF COVER.
- - - - - - - - - - EXISTING GRADE
co
W
o
2575 O z
12" STORM DRAIN g" WATER MAIN 2575
8" WATER CROSSING 8" WATER MAIN 8" WATER CROSSING z N o
$" WATER MAIN oo
g" WATER MAIN
N
SEWER @ 0. 1% ccf) °O � _
z 269.83 LF 8" ttz_�� 00
48"0 SSMH v oN 0- -
N co w
210.60 LF 8" SEWER ® 0.51% 7+18.00 LIN A-SWR S - o N
RIM 2580.1 I m o o o o
0 w Z
57 8" OUT 257 .63-W 57
o
48"0 SSMH 5 V m
4+44.17 LINE A-SWR
w
m o
..
RIM 2578.2t z z =
48"0 SSMH 4 8" IN 2570.71-E
2+29.58 LINE A-SWR = Q J �
L�
8" OUT 2570.61-W o v o o
0+00.00 LINE C-SWR
RIM 2577.3t
8" IN 2569.54-W
8" IN 2569.54-E C5 NA F�
8" OUT 2569.44-S
2565 2565 °
a
VERTICAL SCALE 235
06/10/26
s o
0 3' 6' v�.Q�-q�E OF
S
SCALE 1" = 3'
SHEET
2560 2560
2+20 3+00 4+00 5+00 6+00 7+00 7+38
C4 . 2
Lf)
00
Lf�
UTILITY NOTES N SEWER LEGEND N
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION W� E s NEW 8" SEWER MAIN
FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE % , (D
MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE Q
PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE ss- EXISTING 8" SEWER MAIN 100
HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER S 1
z
MAINS TO HAVE 4 FT OF MINIMUM COVER. NEW 4" SEWER SERVICE 0
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT Cn
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING 48" DIAMETER SEWER MANHOLE W
SD-403 0 30' 60' 0 30' 60' O EXISTING 48" DIAMETER SEWER MANHOLE I_I_I �
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. I I I I I
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. SCALE 1" = 30' SCALE 1" - 30' 4" SEWER SERVICE LABEL J
F +82
STA: = SEWER MAIN STATIONING (n
6 43.0' L OR R = LENGTH OF 4" V
- 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. -
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH Q O
10 FEET BEHIND PROPERTY LINE. J
V I SERVICE
E LINES MINIMUM THE PROPERTY L NE.
GRAD TO 2%
J
II II I * 51 52 53 54 I I 55 56 57 58 I 59 60 61 62 I I 63 64 65 III
I I I I I I YI1
SEE SHEET C4.1 I I I I UII C)
M
- I I 4 J O cD J O o� J O O J N I J O J O o� J O O J O I J O L J O J O O J O I I J
Q + + + + + N + N + N + N + M + � + M + + M + + M O
-I� CD ^h I "o I I I "o" "o "o"h "o I I I�'�� I"'�''I WATER METER LEGEND Z C/� O
Z �Q � a � a � �Q � a �
1 J L N "Z N "� LF "Z J L N "Z N "Z_ _N "z N "Z J L N "Z N "Z_ "� "Z J L N "z N "Z _ "z _ SEE THIS SHEET _
} } } 3/4" DOUBLE METER SERVICE PER CITY OF V I 1 - � - 1 I� - � WATEROMAIN LF B I I L - - - MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Q
- - �1 - INSTALL 1" SERVICE FROM WATER MAIN.
- -0- 1 1 L_ - J� � - I I L_ - -i IL_ - - - - � I LL 1 _ _ _ _ �
SSMH 3 I 2 SEE THIS SHEET 3/4" SINGLE METER SERVICE PER CITY OF w O
STA: 1+17.61 LINE A o W ALLEY B PVT LINE B o W m MERIDIAN STANDARD DRAWINGS W-1 AND W-2. N
- 1 1 0 _ _ 1 1 _ 1 1 _ 1 0 1 1 _ 1 - w L.L
STA: 0+00.00 LINE B J 1 32 INSTALL 1" SERVICE LINE FROM WATER MAIN.
I - - - t270- IS + s 180,77: +� ^ s 90 - - - - Z _BLOCK 1 - �' i Q
1 1 1 1 1 1 I 1 I 1 1 0 o STA: 8
w STA: 4+05.99 LINE B 1 SSMH 9 CENTER OF WATER METER TO BE 2' BEHIND L.L
S SSMH 7 z N 90°' STA: 4+81.30 BACK OF SIDEWALK TYPICAL .
- � - � - � - - - - - - - - - - � - - � - � - � - �- - � -� - - J STA: 0+00.00 LINED U LINED LIN 4+ 0 ( ) w
STA: 1+95LLJ .77 -
L I r T T T r 1 T T 1 r 1 T T T r T T T T SEE SHEET C4.4 I ALLEY A PRIVATE FFI 0 Z: - - 1 1 NO1.TE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER ~ W
N I I I I I W M 6' 1 METERS AND WATERWORKS BRASS BE ANSI NSF 61
W cD C. D) O N O C+O O O M O I� C. o0 M O O O OO N O 2
w � �o c. �O D� �o �o 0 o CDC oo �o � �o o � 00 �o > �o �200 00 0 N _ SSMH 8
+ + + I I + �; + �, + N I I + �; + �; + + N; I I + �; + �; + �; + a CERTIFIED.
�I �I �I 1N 411"' 0,� N o N o^1 lr'0 3 o Ir o^ r7 o I STA: 4+05.99 LINE B 1 O
w Y I a ¢ ¢ ¢ ¢ I I Q a ¢ N> ¢ j I a ¢ W STA: 0+00.00 LINED 2 - J I L - w
Z N N N N N N N N N N N N N z 2. ALL WATER LINES NEED 4' OF COVER.
J�'� I I I N J Z J Z J Z I "' J Ld
N O
SEE SHEET C4.1 - - - - - - Z
I � a� + �� + moo
+ LL-
I I DMZ � "Z �Z
WATER KEYNOTES
OPOTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3
ON COVER SHEET C1.0
VERTICAL SCALE VERTICAL SCALE INSTALL:
1 - 8" TEE (ALL FLG)
0 3' 6' 0 3' 6' O 1 - 8" ADAPTER (FLGxMJ)
2 - 8" GATE VALVES (FLGXMJ)
SCALE 1" = 3' SCALE 1" = 3'
LINE B PROFILE LINE B PROFILE
0+00 1 +00 2+00 3+00 4+004+14 4+00 4+92 m
L�
W O
� O
L�J
FINISHED GRADE Z
2580 2580 2580 2580 CO O
FINISHED GRADE - - - - - -
EXISTING GRADE
EXISTING GI AIDE
257 2575 2575
g" WATER MAIN 2575
g" WATER MAIN
W
Z
0
g" WATER MAIN ZD
N
z N
N a
"ft-ft O
4 Q 71.32 LF 8" SEWER @ 0.68%
N
8" EWER @ 0.51%
206.23 LF00
Q °�°
z ~ _
2570 2570 _2570 2570 N
191.77 LF 8" SEWER @ 0.51% o
48"0 SSMH 8 48"0 SSMH 8 RIM 250 LINE B-SWR o � w o N N
4+05.99 LINE B-SW 4+05.99 LINE B-SW RIM 2579.7t m o N o o
0+00.00 LINE D-SW RIM 2579.4t 4" IN 2572.03-E o = o o
4 "0 SSMH 7 RIM 2579.4f 8" IN 2571.12-N 8" OUT 2571.60-S Z
1 95.77 LINE B-SWR 8" IN 2571.12-N 8" IN 2571.12-S V m
R M 2578.2t m o
48"0 SSMH 3 8' IN 2569.97-E 8" 12-S 8" OUT 2571.02-W w
O 257
OUT 1.02-W 57
1+17.61 LINE A-SWR 8" O z
8' OUT 2569.87-W 3: u Lv
0+00.00 LINE B-SWR < = QRIM 2576.7± J
0 U 0 LL- Cl
8" IN 2568.89-E
2565 8" IN 2568.89-N NOTE: 2565 2565 2565
4" IN 2569.22-W
OUT 2568.79 2568.79-S 8" O 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE .5 �O NA F�
TO FACE OF MANHOLE. \�E N S F
O
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE a
INSTALLED WITH NO SUMPS. 235
3.)WATER MAIN PIPE ANGLE SHALL NOT EXCEED MORE THAN 06/10/26
0
HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION - �
ANGLE. CONTRACTOR TO VERIFY DEFLECTION ANGLE AT MyES F
TIME OF CONSTRUCTION.
2560 2560 2560 2560
0+00 1 +00 2+00 3+00 4+004+14 4+00 4+92 SHEET
C4 . 3
Lf)
00
UTILITY NOTES LO
N W �
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION N
FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE
E MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE
PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE O
HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER O
y MAINS TO HAVE 4 FT OF MINIMUM COVER.
+ 00
S P 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT Z
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING O
SD-403 cn
Q �
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. W
0 30, 60' 0 30' 60' w
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. 7
SCALE 1" = 30' SCALE 1" = 30' J
I SEWER LEGEND CD
.11 o
It i i a I o o I I
co
J (�
N I I s NEW 8" SEWER MAIN
9 10 11 I 1 12 I I Y I l i I ss EXISTING 8" SEWER MAIN
FF=2579.10 __ 5 I i (D
M I I o o o J I I NEW 4" SEWER SERVICE z O
+ 0 0 0 '^
to J�I o f r- �o J ro
�I I m I I • 48" DIAMETER SEWER MANHOLE v Q
.I ' I I I I u'Of CD
) � �z_ V)ro 00 W
+ o�I + o + o I I - - - L N N�- - N t92.7 LF 8" I I I I I ^ EXISTING 48" DIAMETER SEWER MANHOLE Q
o ^ o o
Q Q > Q I I 4 WATER MAIN
WATER MAIN I 1 4" SEWER SERVICE LABEL w
_ I t3.1 LF 8" STA: = SEWER MAIN STATIONING CD
1 1 WATER MAIN STA: 6+82 43.0' L OR R = LENGTH OF 4" L.L
� � - � - - 3
N I I - 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. Q
,,, w I I INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH LL
LL
���� p ILL (PRIVATE) 2 10 FEET BEHIND PROPERTY LINE.
1 U W go' 1 13 1 3 SERVICE LINES HAVE A MINIMUM 2% w
- - - - - - = SSMH 8 270,, - 11 GRADE TO THE PROPERTY LINE. C)
w w� W U) STA: 0+00.00 LINE D 1 LLJ
7 - I LINE C - I V1 2 W STA: 4+05.99 LINE A m w^ SS 1
SM70.00
10CL
s 90 N W - - -- - Z A: 0+40.13 1
STA: O O CROSSWIND LANE (PRIVATE) LINE A W
CD
- - - - - - - STA: 2+29.58SLNE A a Z , N _ - o I I _ j I WATER METER LEGEND O
I' STA: 0+00.00 LINE C w I r� ¢ 1
IV
_ I I Lu
� 3
I SEE SHEET C4. 3/4" DOUBLE METER SERVICE PER CITY OF
m
5 MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
L INSTALL 1" SERVICE FROM WATER MAIN.
SEE SHEET C4.1 I 3/4" SINGLE METER SERVICE PER CITY OF 0
d MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE LINE FROM WATER MAIN.
CENTER OF WATER METER TO BE 2' BEHIND
BACK OF SIDEWALK (TYPICAL).
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
METERS AND WATERWORKS BRASS BE ANSI/NSF 61
CERTIFIED.
0
LINE C PROFILE 2. ALL WATER LINES NEED 4' OF COVER. W
1 +00 0+00 -0+25 VERTICAL SCALE VERTICAL SCALE
0 3' 6' 0 3' 6' L�
WATER KEYNOTES U O
SCALE 1" = 3' SCALE 1" = 3' W �
LINE D PROFILE 71POTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3
-0+25 0+00 1+00 ON COVER SHEET C1.0
OREMOVE EXISTING 2" BLOWOFF ASSEMBLY & CONNECT TO EXITING
WATER MAIN. Z
2580 2580 O INSTALL 11.25' ELBOW WITH THRUST BLOCK L L I r
INSTALL:
FINISHED GRADE O4
1 - 8" TEE (ALL FLG) LJ--I
1 - 8" ADAPTER (FLGxMJ) (f�
2 - 8" GATE VALVES (FLGXMJ)
FINISHED GRADE INSTALL:
- - - - - - - 2580 2580 1 - 90° ELBOW
O 1 - 8"x6" REDUCER (MJxFLG)
rEXISTING
_ 1 - 6" GATE VALVE (FLGxMJ)
2575 EXISTING GRADE n 2575 f12 LF 6" C-900
12" C900 SD GRADE O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN o
VVV 6 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8 3
0
z_
7 FIRE HYDRANT TO HAVE JOINT RESTRAINTS FOR THE FIRST N
8" WATER MAIN O 60FT OF PIPE ON DEAD END LINE. Z N o
Y
2575 2575 Lu
Lu U
8" WATER MAIN W � c-,
2570 66.00qq� 2570 C7 " CO w
Iwo
J
o (n O N
W co
0 0 O
48"0 SSMH 10 o
0+7 .00 LINE C-SWR m =
RIM 577.5t 48"0 SSMH 4
2+29.58 LINE A-SWR
m o
8" UT 2569.99-E 0+00.00 LINE C-SWRT z Y o
8" IN 2569 54-W 2570 2570 < = Q J
8" IN 2569.54-E 48"0 SSMH 8 0+40.13 LINE D-SWR Q w < w
0 U 4+05.99 LINE B-SWR RIM 2579.2f 0 LL-
8" OUT 2569.44-S 0+00.00 LINE D-SWR 8" OUT 2571.39-N
2565 2565 RIM 2579.4t \O NA
8" IN 2571.12-N C5 FtiG,
8" IN 2571.12-S \G E N S F
8" OUT 2571.02-W
a
235
06/10/26 0
1.)TALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 1.)TALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 2565 2565
TO FACE OF MANHOLE. TO FACE OF MANHOLE. -0+25 O+OO 1 +OO /Q�MyE OF CFO
S .
2) SEWER D HOLEWITHNO OSUBE MPCONCENTRIC AND ARE TO BE S. 2560 2560 2) SEWER
RINSTALLED HOOLEWITHNO OSUMPCONCENTRIC AND ARE TO BE
INSTAL3.)WATER MAIN PIPE ANGLE SHALL NOT EXCEED MORE THAN 1 +00 0+00 -0+25 3.)WATER MAIN PIPE ANGLE SHALL NOT EXCEED MORE THAN SHEET
HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION C4 .4
ANGLE. CONTRACTOR TO VERIFY DEFLECTION ANGLE AT ANGLE. CONTRACTOR TO VERIFY DEFLECTION ANGLE AT
TIME OF CONSTRUCTION. TIME OF CONSTRUCTION.
Lf)
00
Lo
N
NOTES N
1. ALL VALVES, FITTINGS AND OTHER PLACES WHERE UNBALANCED FORCES MIGHT EXIST REQUIRE A THRUST E C I
BLOCK POURED PER ISPWC SD-403. Q
O
2. CONTRACTOR TO PROVIDE AND INSTALL 2—WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH. 00
WIRE TO BE LOCATED 2" ABOVE PIPE. CONTROL WIRE SHALL RUN FROM THE CONTROLLER LOCATION TO s O
EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT 0
VALVE BOX. INSTALL CONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE
SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. COORDINATE THE 2-WIRE Q w
CONTROL CABLE INSTALLATION WITH THE DEVELOPER. 0 30' 60' w
3. ALL WORK TO BE DONE PER ISPWC AND SETTLERS IRRIGATION DISTRICT STANDARDS. COORDINATE ALL z
INSPECTION WORK WITH ENGINEER OF RECORD (208) 639-1992. PRESSURE IRRIGATION TO BE OWNED AND SCALE 1" = 30' J
MAINTAINED BY SETTLERS IRRIGATION DISTRICT AND IS FED BY AN EXISTING PRESSURE IRRIGATION MAIN. (D
4. CONTRACTOR TO FIELD VERIFY EXISTING PRESSURE IRRIGATION MAIN PIPE SIZE PRIOR CONSTRUCTION. IF O
DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. J
J �
5. THE MAINTENANCE OF ANY IRRIGATION AND/OR DRAINAGE PIPES OR DITCH CROSSING A LOT IS THE Q
RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN C)
IRRIGATION/DRAINAGE ENTITY OR LOT OWNERS ASSOCIATION.
m
z_
CO O
(D O
0 CO Q
W 0
EXISTING WOODBURN SUBDIVISION
LLI
� OLL
�
— — — — - —
T I Lu
BL-oC-K 1 - - - - - - - SD— � - - - - - - SD - - - - - s - - - s s° — — — — — O
1 r — - - - s - - - - - - - - - - - - - - - - SD - - - LOCK 15D \ m
IN IN IN
II I I I 1
1 I I FF= 580. I I FF=2 1.70 I /9 10 11 I I 12 13 14 I O I 16 17 18 19 I I 20 21 22 23 I I 26 I O
O O O 11 1 1 0 O _ O O O OO O 24 25 27 I I
FF-2 0.00
FF=2579.1 o I I = 5 I W I I I I I O
I I I g I I 15
W
I I I m 1 1 I I I I I I I I PRESSURE IRRIGATION KEYNOTES
I IN
Fl
INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER SETTLERS IRRIGATION
L - - - - - - - - - - - - J - - - - - - - — I I O DISTRICT STANDARD DRAWING PIRR03005.
I I I I I I I 1 I I I I I I I I I I I I I I
— I I — I I I � — I I� — I F- — I F- — I — I — I 1 O INSTALL 3/4" PRESSURE IRRIGATION SERVICE f125 LF PER SETTLERS
IRRIGATION DISTRICT STANDARD DRAWING PIRR03005.
w w w w w w w W W I I O INSTALL 4" C-900 SLEEVE ±45 LF FOR NEW SERVICE.
I _ I I I I _ _ — GALECREST LANE((PRIVATE) I I I _ 1 I _ I _ I I I I_ 1
i I I s s I s s I I . L s I I s I I s s
2
6 3 6 2 O PROTECT EXISTING SERVICE IN PLACE. O 1
1 8 1 5 11III 11II OO �1I -- �- - 1 `� 3 •���1I, - -5p1 - -52� o53 - I o54 - �iI FiII - - - - - I FII MFF=:
- -
II rIIiI p 65 � \Y1II�iII I— JI -- III 30 o❑ �II I II1 I1 OO6 PROTECT EXISTING PRESS
URE IRRIGATION MAIN IN PLACE.
FL
29 POTABLE/NON POTABLE PIPE CROSSING. SEE WATER NOTES 2&3
ON COVER SHEET C1.0
5 6 3
FF 579.20 FF-2 79.50 80.40 — WjO
FF=2578. o
Q
m11 I I I 1 1 O
W I I I I I I II F 2581.63 I I I
g II I I I I I — I (�
- - - - _ - - - - J L _ _ _ _ _ _ _ _ _ _ _ _ L_ _ _ _ _ _ _ _ _ I - - 31
L � L j D I I It PRESSURE IRRIGATION NOTESLLJ
O
O1 I I I I I I I I I I I I I I I I I 1.) PRESSURE IRRIGATION MAIN IS EXISTING AND WAS CONSTRUCTED WITH
a �I I `n I r — Ir — Ir —I� Ir — �I r —I� Ir — Ir — — I I I _ _ — _ — — — _ _ I n I PREVIOUS PHASE. EXISTING PRESSURE IRRIGATION MAIN HAS 2" CITY METER
L — — JJ 1 L — I L — JJ I — I — JJ I L — I IL v, I1 I INSTALLED WITH BACKFLOW PREVENTER AS BACKUP. EXISTING PRESSURE
_ _ _ _ _ _ _ r — — — — — — — — — — I 11 I IRRIGATION MAIN IS OWNED BY SETTLERS IRRIGATION DISTRICT. ALL SERVICES
w W INSTALLED WITH THIS PHASE SHALL BE INSTALLED PER SETTLERS IRRIGATION
1 .0'1 L — — — — 66 ALLEY B Pvr — — STANDARDS.
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(78.92 ) I (78.80 SC)' `
(78.74 SC)
(79 07EG) 78.96EG) (78.73EG) 0 O
77.21EG) (77.47EG) (77.57EG) (77.76E ) (78.12EG) (79.)2EG) 8>n77EG)
(78. 4EG) - - - - (78. 9EG) 78 OOFL 78.83EG) (78.87EG) (78.93EG) (78.99EG) (79.06E�� -78'�9-5�FL
(79179.42EG) (79.82EG) \(k0.13EG) (80.41EG) (80.91EG) ( J
76.55FL 76.81FL 77.25 FG ^77.35FL 77.67FL (78.92 SC
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78.12FL 78.19FL 78.26FL 78.31FL 78.45FL 78.55 . 78.87FL 79.24FL 79.38FC ---79.52FL 79.63FL
76.20FL 77.03FL 7.5$% -
76.24FL � _� `� rn 78.56FG 78.74FG S -o o �n �� I d>
78.85FG-`� 79.37FG o �n -80.30FG 80.30FG o,
I °78.85FG 78.85FG �q, 78.56FG °s 79.50FG N79.50FG ,�° 09 M o 81.20FG 81.26FG
1 15.65i 78.85FG ■ 78.56FG ' ■ 80.30FG N 80.41 FG Otis ■ N N �`� ■
78.56FG 79.50FG 80.00FG 81.)OFG 81.31FG �n
�78.85FG FF 79.05 O1 '� FF=80.80 FF=81.70 I FF=81.70 / i V
(76.74EG) I I 9 10 11 12 13 14 1 '� OFF=80.00 O I OFF=80.O00 O FF=I0.80O O O 2 I I -
FF=79.10 11. 2% 16 17 18 19 0.00% 20 21 22 III 23 24 25 0 27 (80 3� z u� 0
0 r� �� n �� p r� �� n �� n _ P. rr 4_ n 0 r� II r- p II r� II r� II I"�^ I I V
79.10FG 79.1OFG 79.1OFG 79.05FG 79.05FG 79.05FG 80.8OFG II 80.80FG
5 15 80.00FG 80.00FG 80.00FG 0 81.70FG 81.70FG ^
h v O O 9.68% O 2.22% I I cn LJ Q
O O I '7 O / 0 I
(76.43EG) 7g,77FG 78.77FG 78.77FG 78.72FG 78.72FG 78.72FG g ' 78.98FG 79.67FG 79.67FG 79.67FG 79.67FG 80.47FG 80.47FG 80.47FG 80.47FG 81.37FG 81.37FG 81.37FG 81.37FG a I j Q W
79.1OFF 79.1OFF 79.1OFF 79.05FF 79.05FF 79.05FF W 78.08FG 80.00FF 80.00FF 80.00FF 80.00FF 80.8OFF 80.8OFF1 80.8OFF 80.8OFF1 81.70FF 81.70FF 81.7OFF 81.70FF I `
78.85FG 78.6OFG 78.56FG-1 r 78.56FG14 o I 79.50FG 79.50FG 79.50FG 79.50FG 80.30FG 80.30FG 80.30FG 80.30FG 81.20FG� ��� / 81.20FG 81.20FG 81.20FG I w 0
1 21.97% 78.60FG 78.60FG 78,60FG 78.56FG 78.56FG 78.56FG' 79.50FG
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(76.15EG) 75.80FL 81.20FG 81.20FG /
1 I
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78.46FG �� M b\ z ° 9 M o0 11 0 I
cr o 2578 n i ri �' m rn rn � 0 1 b\ , r LL
76.00FL ri q, �7 o � �� 1 1� Ico I�ri �� 1 w
77.58FG 77.86FG \ III O
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76.00FL ,� 8/78.36FG 79.14FG 5I9 top $0 I
N 1 77.29FG 77.96FG 25� O 2 O 25 281I
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0+9 42 0100 W. CROSSWIND LANE (PVT) I N 0
75.94FL �> ,�° 77.61FG 77.77FG 77.99FG 78.65FG 78.83FG 7�g FG
83FG 79.20FG 7g,34FG 1 (80 2E j
(76.55EG) - ■ ,9 77.87FG�J 77.96FG 78.25FG >>9 ��� \ a "I.09FG 11
77.57FG , 79.32FG o O i
9g 78.60FF 78.62FG 78.62FG 79.12FG 79.41FG 79.43FG N 78.18FG, 78.43FG r78.82FG 78.82FG 79.09FG 80.82FG, 79.32FG ° 79.82FG \ 11
75.93FL 1 N 78.82FG 80.32FG 80.89FG 80.82FG
O J o o IU o 0 0 80.05FG o o d 80.84FG \ I 1
$ 77.07FG
78.70FG 79.12FG s78.08FL � 81.13FG' 1 �
78.11FG 4.91% 79.20FF 79.50FF 79.01FG 79.27FG 80.32FG 80.32FG 80.32FG g0.15FG �° \ � 80.00FLI
79.20FF 79.20FF 79.50FF 80.90FF �0 2J \ I
78.60FF 1 6.7 % 79.20FF 79.5OFF 0.32 F 80.40FF 80.4OFF 80.90FF 81.63FF I
FF=80.40 ° 81.14FG 81.13FG 80.73FG
75.86FL 78.27FG FF=79.20 FF=79.50 79.50FF 80.40FF 80.90FF FF=80.90
51 52 53 54 55 56 57 58 59 60 6� 62 O v O 6.62% I 81.56FG 1 /
(76.1OEG)� 78.6OFF I 1 10.31% I 8.29% II I 24.25% 63 64 65 81.30FG 1 /
V 1 V 81.63FF (80. E 1 /
10.28% 80.9OFF
O79.20FF 79.2E 79.20FF 79.2OFF 12.679 50FF 79.50FF 79.50FF 79.50FF 8OAOFF 80.40FF 80.40FF 80.4OFF 80.9OFF 80.9OFF 80.9OFF 5 95- 79.55FG 81.30FG 81.63FF ° 80.55FG ii
31.3 co 78.11FG 5.70% cyIII I �� Ilu I� 22.7 !j �I F 6.11% I 81.63FF cMo 0 81.13FG (8 20 )
78.60FF I 78.87FG 78.87FG 78.87FG 79.20FG L79.17FG 79.17FG 79.17FG 79.17FG �80.07FG 80.07FG 80.07FG 80.07FG 80.57FG 80.57FG 80.57FG 81.14FG '
75.79FL LL 78.27FG 1.011 _ II �80.00FL
1 °II III�� �� �� r- �� �� �� �� �� �� �� �� It 80.45FG cn
(76.06EG) 9 21 7 78.7OFG 78.7OFG 78.70FG 78.7OFG 79.00FG 79.00FG 79.00FG 79.00FG 79.90FG 79.9OFG 79.9OFG 79.90FG 80.40FG 80.40FG 80.4OFG 81.30FG 80.52FG-(8 09 )
78.60FF 78.58FL 78.98FL N
18 ° 78.27FG i a
5.20% 78.64FG 81.63FF 80.63FG
O 78.66FG 79.08FG a� �* � 6.49% 81.63FF
78.11 FG �3 81.56FG ft
b` rn M �� N b� l 00 b^`' I� o �o K' o ¢ 80�OOFL
75.72FL ■ 78.60FF `D Mori + +�' �N 16i �� +� �� M 79.87 EP OO � a 80.32FG.
S 77.80FG
�o I � g°I° � 80.50FG I I
(75.86EG) 77,62FG ®® N �p> 77.45FG 77.85FG 78.15FG 78.55FG 78.84FG 25,19 79.25FG 79.47FG ` �79.66 FG ® 80.50FG Q
18• 78.10FF u.j - - - - - -ALLEY-B (PVT) - - - - I ;2 80.91 FG 80.00FL
T m 8 I { 81.00FG 81.31FG 80.29FG
77.62FG 4 09q 77.40FG 78.03FG 25� 78.72FG 79.42FG I 5.01%
T I 77.62FG ��,
75.64FL o 78.10FF �77.78FG N �� ^0 81.33FF °
o9 81.33FF 7 . 9 )
79.07FG 79 85 EP 80.20FG
rn �n1T a\ 1 b\ b\ b\ �° 81.00FG 81.33FF
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(75.84EG) I I I9. 1 777.78FG 0 s ao ^ `� ^t of "�f > "'� �1 �� o-1 o °O �r �9 �33 �?81.26FG (7 5 G) Z
78.1 OFF !i 79.20FG Uri ,ri /'8j o �' b 9 �' �' 81.33FF o080.91 FG
77.62FG 4.46% 79.11 FG s 40% N
/ 79.20FG 79.20FG 79.20FG 11 -179.47FG 79.78FG 66 ,� 80.49FG �79.90FL
If 161v 79.24FG 79.24FG 79.24FG 79.24FG- 79.92FG 79.92FG 79.92FG 79.92FG 80.59FG 80.59FG 80.59FG 80.59FG 81.00FG
18.8 % \\ 78.99FL J 79.34FL 79.66FL 81.33FF� ° 80.O3FG f
75.57FL 78.10FF \ \ 49 48 47 .32 OII III I II �:J II ® I ®�I 38 III 37 36 I 6 33% I �4 81.26FG 7 )
75.82EG) 78.10FF I r7 P7 O 80.91FG
T ( 9. 1% �� 19 1% 79.37FG 79.37FG 79.37FG 79.41FG 7,9.41FG� I 79.41FG 79.41FG 80.09FG 80.09FG 80.09FG 80.09FG 80.76FG 80.76FG 80.76F 80.76 G 81.33FF 80.49FG II I
77.62FG' Q 76.62FG "- .78 G
79.70FF 79.70FF 79.70FF 79.74FF 79.74FF 79.74FF 9 80.42FF 80.42FF 80.42FF 14q 81.09FF 81.09FF 81.09FF 4.78%II 3E )
77.62FG 4.95, I ° 79.74FF 80.42FF 1 11 8 7 FF
18. % '
78.10FF 77.78FG � FF=79.70 .00 �
75.51 FL III 8 1%
75.66EG 79.70FF 1 14. °79.74FF FF=79.74 80.42FF FF=80.42 FF 111.09 O
( ) 5. 9 77.78FG 3° 79.74FF 79.74FF 80.42FF 80.42FF O
78.10FF I 5. 4% i 9.70FF 79.70FF 7g,20FG 79.49FG 79.74FF 80.11FG 80.42FF 81.09FF 81.09FF 81.09FF II
77.62FG 2 77.62FG 79.66FG 79.66FG 179.70FG 79.70FG 12.00q �80.38FG 79.87FG ti 0.38FG o 0 0 -- - - - - -
28 {
79.70FG - - fl - 79.20FG 0 79.37FG. 0 - 0- - - - - - - - -
e� 79.16FG ° 79.16FG ° 79.20FG 79.88FG - 80.17FG- - - - - -
79.16FG 79.20FG 79.20FG o00 ) cn
N ^,78.66FG 78.66FG ° 78.70FG 78.87FG ° 78.87FG 79.87FG (...EG
�^° 78.66FG 78.70FG ! 78.06FG 78.70FG - - - - (79.37EG) ( 53 G) w
77.62FG 78.10FF / - - -_- -
4--� a� �- - - _ _ 7'42q 78.26FG 78.07FG 78.26FG 78,36EG 78.51EG 78.60EG 78. 9EG 78.79EG _
19.21%- - o - - 77.62FG 78.17FG 78.28FG_78.18FL �.08FG 02E 78.87EG (79.06EG
OFG i
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