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GENERAL PRESSURE IRRIGATION L0
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE N
CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS ,:I-
HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BEING CONSTRUCTED. CY)
BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 0
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND C)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 THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY
DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. W. MCMILLAN RD. 00 z
FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED.
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Of Cn
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4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ROADWAY (CITY OF MERIDIAN) o w
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY z Z
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 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Z J
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. Project Area W. USTICK RD.
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE (D
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE PIPE ZONE. Q
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7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING o J C)
AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS ROADWAY(ACHD) C-D J _
SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. Q W � Q
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. U Z
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE Z o
(C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. DISTRICT. Z W. FAIRVIEW AVE. LL-1
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION z °
BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. rr_ > 0
WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES (208-387-6284). CONTACT V
ACHD A MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. (D 0
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. - m
4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR , H;
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11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. VICINITY MAP
MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE
ENGINEER. SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. L.L
6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. O U 0
7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK O
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WATER WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. Li
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 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. DEVELOPER - SHEET INDEX - W
WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. NUBBLE HOMES, LLC Q
9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS.
701 SOUTH ALLEN ST, STE. 104 C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP 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 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. MERIDIAN, ID 83642
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 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 C2.0 FINAL PLAT �
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS CONTACT
IDAPA 58.01.08 AND SECTION 430.02 OF THEWASTEWATER RULES IDAPA 58.01.16 . C3.0 STREET PLAN & PROFILE - PRAIRIEFIRE � L-1
( ) ( ) 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD AUSTIN EDWARDS
INSPECTOR. 208-433-8800 C3.1 STORM DRAIN AND STREET DETAIL SHEET
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 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 AEDWARDS@HUBBLEHOMES.COM
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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 AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. C4.0 MASTER UTILITY PLAN
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND
SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION C4.1 SEWER LINE A & WATER PLAN AND PROFILE
STANDARD DRAWINGS: (LATEST EDITION) SURVEYOR[IDAHO
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 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES C4.2 PRESSURE IRRIGATION PLAN
BEDS, DRAINAGE SWALES). AT 208-387-6284.
SURVEY GROUP C4.3 STREETLIGHT PLAN
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING HELL R. POWER
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. PAVEMENT MARKINGS. W. EMERALD ST.ISE, ID 83704
08-846-8570
SEWER STREET LIGHTING
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE
THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. ENGINEER W
2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT CK-ENGINEERING L�
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND HTTPS:��CITIZENPORTAL.MERIDIANCIIY.ORG�CIIIZENACCESS� TO OPEN A PERMIT AND REQUEST INSPECTIONS. SHADOW JUNGENBERG =
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 1300 E. STATE ST, SUITE 102
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN EAGLE, ID 83616
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE 208-639-1992
430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). AND ASSOCIATED WIRING. SHADOW@CK-ENGINEERS.COM
4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER L�
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A METERS.
MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 0
LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN GEOTECH U
542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS SITE CONSULTING, LLC
RULES (IDAPA 58.01.16). DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. BOB J. ARNOLD
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY BOISE, ID 83719
STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS.
208-440-6276
SITE.CONSULTING.IDAHO@GMAIL.COM
PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK DRAINAGE
1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE
LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION.
2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND i
TRENCHING OPERATIONS. CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE z o_ <
INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. w
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. rn CD
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4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN _C- ,31 w m
THE CENTER OR EDGE OF A TRAVEL LANE. z w CD
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5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION Q w cv `" w
STANDARDS OR TIME IS A CRITICAL FACTOR. z Cn Q z Y o o
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6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W ``' � � i
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ACHD STANDARD REQUIREMENTS
BEFORE DIGGING, CALL a Q w < -J
DIGLINE AT 1-800-342-1585 _ Q J
1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND ■IL v w
STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR 0 TBM#1 ELEV. 2606.33' #~
DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY S\0 NA L F
DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: N/A SET 5/8 IRON PIN WITH RED CAP 5 �STE F�
N 51095.71 , E 49750.94'
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08/07/23
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0 510 20 40 80 120 A portion of the Southeast Quarter of the Southeast Quarter of Section 31 , 1/4 wZ
Scale: 1r = 40' Township 4 North: Range 1 East, Boise Meridian, C
City of Meridian, Ada County, Idaho. S'31 : CP&F No. -
2023 1 .2022-019458 0
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I I Quenzer Commons I Brockton Subdivision N 1 Q
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50.00 50.00 40.00 40.00 40.00 40.00 40.00 40.00 43.00 47.75' 43.64' S89'4617w E 186.76 -F S.31 S•32 z (-n
F I 1 CP&F No. \\ O
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PLS 5082 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 48.40' 44.00' 208.97' ffl V > Q ° 0 c 0 U >, U) 2 .(n W
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Found 5/8" Iron! Pin As Noted C1 37.39' 123.50' 17*20*56" N81'19'33"W 37.25' Q V � .> 22 0 Q o
1. This development recognizes Idaho Code, Title 22, S.31 •5.32 U o
7. This subdivision shall be subject to the declaration � U o .�� •� � � > 2
0 Found Aluminum Cap Monument C2 22.69' 123.50' 10'31'44" N84'44'09"W 22.66' Chapter 45 Right to Farm Act, Section 22-4503, of covenants. conditions and restrictions to be S.6 S.5 N � a>i (n E OL `n L Q- o
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0 which states "No agricultural operation, agricultural recorded at a later date, and may be amended E. Ustick Rd. t C-� -0 Q L O C c
Found Brass Cap Monument C3 14.70' 123.50' 6'49'12" N76'03'41"W 14.69' from time to time. CP&F No. Z L .L 2 O U co O U co Q � C6
facllit or expansion thereof shall be or become a o - - Q c .O .0
Calculated Point, NothingFound or Set C4 29.96 100.00 17'09 56 N81'25 02 W 29.85 y Pp P Y Y g 2015-011235 = o ai •- >, O L - �
" ' " nuisance, private or public, b an changed � a � g � _ � �, o � � > •�
conditions in or about the surrounding8. Unless otherwise noted, a permanent easement for I �-i e Q -_ a - o
' ' " nonagricultural activities after it has been i Public utilities and Drainage is hereby reserved ca aUi C o a) 0 U Q
p Found 1 2 Iron Pin As Noted C5 22.92' 76.50 17'09 56 N81'25 02 W 22.83' 9 Q �, 3 5 O a) o
/ operation for more than one (1) year, when the along the fallowing: SuryeXor s Nallaliy� �"� c -0 Q o a) u; -o 0
Set 1/2" x 24" Iron Pin with Plastic Cap, "ISG C6 11.58' 76.50' 8'40'2T N85'39'47"W 11.5T operation, facility or expansion was not nuisance Ten (10') foot wide along Public Right of Way or co O c o Q o Q
PLS 20924" the time it began or was constructed. The as Depicted The purpose of this survey is to subdivide the property shown W a Q a) (n Q •- 0 -0 -
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9 Prp Y P P Y oNns o
" " ' ' Five 5 foot wide along side lot lines a) •`� '- m - °� CO �' U � � �'
• Set 5/8 x 24 Iron Pin with Plastic Cap, ISG C7 11.34 76.50 8'29 29 N77'04 49 W 11.33 provisions of this section shall not apply when ( ) 9 hereon. The property is a portion of unplatted lands. - > L sz Q o c -o
PLS 20942" nuisance results from the improper or negligent Ten (10') foot wide along rear lot Lines The existing section corner monumentotion found and shown on a) Q 'D a) E L �,� z- co
' ' '� " operation of an agricultural operation, agricultural this plat are in substantial agreement with existing corner records o .T O Cl '" o 'L
CS 36.51 123.50' 16'S613 S81'1811 E 36.37'
W.C. Witness Corner facilityor expansion thereof." 9. Lots 16 through 20, Block 1 are servient to and and were used to establish the boundaries of this subdivision. o � 3 o '= 3 0 ca c�
C9 18.06' 123.50' 8'22'42' S77'01'25"E 18.04' P contain an ACHD Storm Water Drainage System. ~ ea `n � z o
1 Lot Number 2. Irrigation water will be provided by Nampa & These lots are encumbered by the First Amended The Basis of Bearings is taken to be South 00'31'11 West
C10 18.45' 123.50' 8'33'31" S8529'31'E 18.43' Meridian Irrigation District in compliance with Idaho Master Perpetual Storm Water Drainage Easement
g P between found monuments on the east line of the Southeast (' nl z
Subdivision Boundary Line recorded on November 10, 2015 as Instrument No. o
C11 29.56' 100.00' 16'S6'13" S81'18'11"E 29.45' code section 31-3805(1)(b). All lots within this Quarter of Section 31. o
2015-103256 official retards of Ada County, and
Centerline subdivision will be entitled to water rights, and will w rn w
C12 22.61' 76.50' 16'56*13" S81*18'11"E 22.53' be obligated for assessments from the Nampa & incorporated herein by this reference as if set 6,
Lot Line Meridian Irrigation District. forth in full (the Master Easement ) The Master W I
Easement and the Storm Water Drainage System N� M m
C13 19.85' 21.00 54'09'35 N63'08 55 E 19.12' g LLJ oo M
3. Maintenance of any irrigation and drainage pipes are dedicated to ACHD pursuant to Section z C o �
- - - Parcel Line • 40-2302 Idaho Code. The Master Easement is for LLJ
C74 8.08 21.00 2202'18' N79'12'34'E 8.03 or ditch crossing a lot is the responsibility of the w
Right of Way Line lot owner unless such responsibility is assumed by the operation and maintenance of the storm CP&F Inst. No.'s.2022-003584. 12102462 & 2015-011236. T� Q LLPCD N Z w
g y Line Table C75 11.77' 21.00' 32'07'17" N52'07'46"E 11.62' an Irrigation/drainage entit . water drainage system. Deed Inst. No.'s:9037154 & 535774. o C (D L o Li
Y
--- Section Line ROS No.'s:10837, 9605, 4033, 3974, 909, 9960 & 13309. °J °' W w o N � m a-
Lira Bearing Length C16 19.85 21.00 54'09'35" N62'41 29 W 19.12 4. Any re-subdivision of this plat shall comply with N�- LANp _V `) o " _
pN Plats:Heritage Grove Subdivision No. 4, •- � o
------------- Easement Line Note 8 the applicable regulations in effect at the time of S' o o
( ) L1 N90'00`00"E 27.99' C17 276.77' 55.00' 288'19'11" N00'i3'43"E 64.41' the re Psubdivision. �`�a' \,�GENS�eO GAG Brockton Subdivision. o �' r2 m m
++++ ,„I " ' Quenzer Commons Subdivision No. 6 E � Q V m o
+ + + + . . * + + Easement Line (Note 9) L2 N90'00'00'E 28.22 C18 14.38 55.00 14'58'35" S43'05 59 E 14.34 0 0 a� LLJ
5. Minimum building setbacks shall be in accordance � o � o �- > z Y �
L3 N90'00'00'E 28.46' C19 51.34' S5.00' 53'29'13" S7T19'54'E 49.50' with the applicable zoning and subdivision 20924 �' O o a 0 LEI � c� L:j
regulations at the time of issuance of individual N� �' alL3 O BOOk PO B O +� " E �' o � = Q J
building permits, or as specifically approved y i 'r g LL U Q o o L� o
L4 S72'50'04"E 11.81' C20 38.38' 55,00' 39'58'55" N5556'02"E 37.61' T Q
and/or required, or as shown on this plot. /� tr OF �� ��r -0 i a 0 > .� o
L5 S72'50'04'E 11.81' C21 80.06' 55.00' 8324'07" N05'45'28"W 73.18' cyEL L R.P� I DAH O 9955 W. EMERALD ST. }' E �
6. Lots 11, Block 1 is a common lot which shall be a�
L6 S72'50'04"E 11,41' C22 51.41' 55.00' 53'33'13" N74-14.09"W 49.56' owned and maintained by the Prariefire Subdivision BOISE, IDAHO 83704 Q C: >o -,-- `o - -0 U
SURVEY 208 846-8570 0 0 a o �, o � �
Homeowners Association. All common lots are Job No. 23-21$ .
L7 N5226'47"W 16.35' C23 41.20' 55.00' 42'55'07" S57'31'41"W 40.24' subject to a blanket public utility easement. VIiWW.IDAHOSURVEY.COM U U .E � ? o P y Sheet 1 of 3 GROUP, LLC < - � -
P:\Prariefire Subdivision 23-218\dwg\P1at\Prariefire Subdivision-dwg 9/20/2023 2:50:27 PM '� >
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EXISTING QUENZER COMMONS EXISTING BROCKTON 00
SUBDIVISION N0. 6 SUBDIVISION N
I B PIR�- PIf�\\ - PIR PIR PIR
i
W E
i
s z
II 1 I O
it i I Q >
LLJ
j l O O O O O 10 M I 0 30' 60' w
0+62.82 2.00'L I z
0+28.36 2.00'L I
I j J 6.10 TRC 1+05.81 2.00'L
BLOCK 1 � CUL-DE-SAC STA: 0+00.00 5.89 TRC 6 i SCALE 1" = 30'
.36 TRC
J
W CD U I = ROAD CL STA: 3+34.19 111
O
ON N Cp' V J J I J J J J J r O N O O O O O O I
+ O � 4'7 ~ ^ to U to U `o U � U `n U ICJ U U
� � � � � � � � � � J O
0 0+ Lf,�. rn �i BLOCK i'� II J
0 � ^ ^ M N 11 I I STANDARD STREET NOTES: Q Q
�? 00
o rn o O N o o �n a
C14
Cr N N Ln \ N N Ln N
+ �+ + + + + + O I I �\
W0 1 O O N N rn M /� I j �\ Z
z I 3 ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD O
`J �,--� I 0+00 / E. PRAIRIEFIRE ST. I I SUPPLEMENTAL DRAWING SD 712H TYPE H4 UNLESS OTHERWISE CALLED OUT. ( W
4+09.96 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN z
a II �
2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES � 0
0+28.22 0 ' 6.86 CL II
4 5" �I PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID
- 11 05.32 CL �� E. PRAIRIEFIRE ST. °° I 0
w 1 I h 1 0 - - 2+00 0 0 �' - 3+�00 - 4+00 - 1+44.10 2.00'L INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS f I�
I- - - ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' v
- - -' -' M05.32 /
�0 8 � �_� � o ��_�' 6.58 TRC N
N _ __ I �� �� ,� It
i 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR O
QIt I
`� -- �� FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED U
_ - - _ - _ _ _ - - - - - - _ - - - - - - _ --- - ` - I WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY W C�
z I r i NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
D U o 5 ~ I SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. O W Q
U
- Lq
� CN 6 CE 7 \-(D 10 10 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION LLV) Q
�_ o N o �' o 0 0 0 0 0 7 ►�� FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ui
0 o ri cd rn a' �, c, �'' c �' c `�' U � c� n U � c..) `n x�
X O + WL1115 r r co o `o �o r ~ to ~ ~ � 6 / 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. LJJ WLLB � o ao Lq � o o I� --- co o 'o co
m o I 00 �, �, p, � �, I 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702.
+ N ----- N�\ N 2+59.84 2.00'L ______I
7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS
�\ 5.89 TRC 2606------ I I 0
I OTHERWISE CALLED OUT.
p\ CUL-DE-SAC STA: 2+88.19 2+04.87 2.00'L '�--------------------� I
= ROAD CL STA: 3+34.19 6.22 TRC I �, 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH
ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. W
I @ 21 019 18 @
I�'� _ 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
j CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
I Z __ REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD.
12 r
BLOCK 1 11 BLOCK 1 �
BLOCK 1 , r
-
------------ -------i
------ ---------- --------------- -
2606------ -,
KEYNOTES
-
9 1?
ald -al _---- � ------- 1p----- --��----------- - -------- _ , '
-A
CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD
OVERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES
OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN.
PRAIRIE FIRE PROFILE O SAWCUT EXISTING ASPHALT A MINIMUM TO CONNECT EXISTING
ASPHALT AND AS NEEDED TO ACCESS EXISTING
STINTIN G UNDERGROUND
UTILITIES. W
PER
0+00 1 +00 2+00 3+00 4+00 4+54 VERTICAL SCALE DRAWNGSOSDT001, SD-303CUTDANDPAIR SD-806• ISPWC AND ACHD SUPPLEMENTAL
2620 2620 W L�
0 3' 6' CATCH BASIN #1 - TRC = 2604.78', 12" INV. OUT = 2602.00'. O
O3 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV
(Q25=0.53 CFS, Qioo= 0.74 CFS) Lj__
SCALE 1" = 3' L-Ld
O4 INSTALL t29LF OF 12" C-900 @ 0.27%
c
CATCH BASIN #2 - TRC = 2604.78', 12" INV. OUT = 2601.92'. Q
OPER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV Z
2615 2615 (Q25=0.64 CFS, Qloo= 0.88 CFS) �
Q
OINSTALL t2LF OF 12" C-900 @ 1.00%. INVERT AT SAND AND GREASE
TRAP 2601.90'
OINSTALL 1-1000 GAL SAND AND GREASE TRAP #1. SEE DETAIL SHEET C3.1.
RIM ±2604.78'. 12" INV. IN 2601.90', 18" INV. OUT 2600.50'
OINSTALL t10LF OF SOLID WALL 18" SDR-35 @ 0.00% SLOPE.
8 5LF TO EXTEND INTO SEEPAGE BED.
SEE SEEPAGE BED DETAIL ON SHEET C3.1
cn
°'•cy)°O O INSTALL SEEPAGE TRENCH #1 - 9'W x 10'D x 143'L o
+CD cq n SEE DETAIL ON SHEET C3.1 Y
�O N O U
. CIO m +co
C� -.I-c"JcV Z
o n N N co00 10 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 z o
CDu')CoO N C-D N lY
O N C)N C D cO m
W p-) w
O Co LZ
(T
m o+m FINISHED GROUND 1.40% -1.557 W N W I o
DiD
W _Mrn 3 m
0l o
cnI
-0.40% -0.50% 0.40% _ - - - - - w o 1
2605 _ _ � - - _ _ - - - - _ _ _ � _ 2605
- - - - - _ , - - - - - - W wwo o 0
- - - - - - - -
=CD m
CD
J
00 m
EXISTING GROUND m o i
z z
0
Q w" J
Q
12" C-900
4 PIRR CROSSING STORM DRAIN
2600 8" PI SLEEVE CROSSING 2600 Sip NA L F
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C3 . 0
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00
L0
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00
� z
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o'
N NOTE: LLJ
� � Z
SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20
m z REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF J
cD_n s SEEPAGE TRENCH AND SHALL BE LOCATED ON OPPOSITE SIDE OF THE STREET FROM SEEPAGE BED. n
z o V
N 50' SEE TRENCH DATA TABLE - THIS SHEET Q
5' FROM END OF TRENCH
MONITORING TO ACT AS MARKER J
WELL "A" - — — — — — — — — — — — — — - - — — — — — — — — — — — — — —
� J
vv MONITORING
U z o
MONITOR WELL J WELL "B" m CD1 I I 1 18" OUT T PER ACHD SD-627 a V W
SEEPAGE — — — _ _ _ ~
a z
TRENCH 1 0 O 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O p O
o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 U
z
w
18" PERFORATED PIPE. Ld V 0
SEE DETAIL 4 THIS SHEET. N
22
INSTALL SOLID CAP AT END OF 0
PLAN VIEW PERFORATED PIPE
SAND/GREASE TRAP L - - - - _ — — — — — — - - - - - - - - - _ — — — — — — w (�
LID AND/OR SDMH LID MONITORING WELL
TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM PER ACHD SD-627 Q
HS 25 RATED STRUCTURE FINISH GRADE OF 2.00 FOOT BELOW FINISHED GROUND, O L_L_I
LID TO BE FLUSH WITH
TOP OF SIDEWALK AND CURB. (TYP) U O
FINISHED SURFACE w W
FG ±2604.78 NATIVE BACKFILL TOP OF TRENCH
L-L 1
— — — — — I DRAIN ROCK SLOPE=0.00% MIN. N o I w
2601.80' TOP MAY BE OVER PIPE = Q
O O O O O O O O O O O O O O O 0 0 O O O O (n
OF CONC. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0
j J a-
20" I I L�J
01INV. IN 3/4"-2" FRACTURED DRAIN ROCK
CATCH BASIN #2 18" OUT TO o
DRAINAGE GEOTEXTILE
I� _SEEPAGE BED #1 SECTION TYPE 1 (BMP 20).
6" MIN. Z
28" INV. OUT SEE TRENCH ELEVATION TABLE FOR BOTTOM Li
OVERLAP MINIMUM OF 12"
j OF BED AND BOTTOM OF SAND ELEVATIONS ON TOP AND SIDES. Li
\�
IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN
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
1000 GAL. SAND/GREASE TRAP 1 AND THE BOTTOM OF THE SEEPAGE BED. THE PORTION OF PIPE LYING IN DRAINAGE
SAND MUST BE WRAPPED IN A DRAINAGE
PER BMP-01 - NTS - GEOTEXTILE TYPE 1 (ISPWC SECTION 2050).
FOOT PLATE (TYP.) CONSTRUCT OBSERVATION WELL MUST EXTEND A MINIMUM of
12" BELOW SEEPAGE FILTER SAND OF 1' BELOW BOTTOM OF THE SAND IN THE
SEEPAGE BED.
Q
ACHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER W
OF THE DRAINAGE FACILITY. CONTRACTORS TO COORDINATE WITH IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED
ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE 0
CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,
SUPPLYING THE DEVICES AT $20.00 EACH. CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO
OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. L_L_
SEEPAGE TRENCH DETAIL A PERCOLATION RATE OF 8 INCHES PER HOUR WAS USED FOR DESIGN OF THESE
SEEPAGE BED. ONCE BED IS FULLY EXCAVATED, CONTACT ACHD INSPECTION
SCALE: NTS SERVICES TO VERIFY RECEIVING SOILS PERCOLATION RATES.
SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20
PER THE SOILS REPORT PREPARED BY SITE CONSULTING, FEBRUARY 28, 2022. Q
PAL 47'-0" ROW P�L GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS AND IS EXPECTED
TO BE 16'-23' FEET BELOW EXISTING GROUND.
2' 5' 16'-6" 16'-6" 5' 2' SEEPAGE TRENCH DATA TABLE
SEEPAGE DIMENSIONS TOP OF ROCK TOP OF SAND BOTTOM OF APPROXIMATE 1N VOLUME
YEAR
14'-6" 14'-6" TRENCH # WxDxL ELEVATION ELEVATION SAND ELEVATION GROUND\WATER DESIGN
9'x10'x143 2602.50 2592.50 2591.00 2589 5615
MAX CUT cn
S40" SLOPE 2.00% SLOPE 2.00% SCOPE
MPX EU�� F<< MAX CUT Y
U
2.5" OF ASPHALT 12" OF 6" CONCRETE SIDEWALK PER o a
PAVEMENT MINUS PIT RUN ISPWC AND ACHD Z
LLJ
4" OF 3/4" MINUS SD-709 (TYP) N5 cgs. L m
CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER W
PER ISPWC AND ACHD STANDARD
DRAWING SD-702. \ / cf) o � o m
NLLJ
hftftft LLJo N „
33 TYPICAL STREET SECTION WITH 47 ROW \\ // z c w oa- LLJ
SECTION VIEW - NTS - \ / , ; w o = cn o o
— — — — — 3/4" PERFORATIONS IN VALLEY uj
OF CORRUGATED PIPE. 5 EACH oo 0-
r2 m m
m o =
w /
z z
Q w LLJ L
m = Q —
cil U 0 U-
18" PERFORATION SCHEDULE s\0NAL F
- NTS - 5 T
2
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Z
SCALE 1" = 30' J
(D
NI 0
EXISTING QUENZER COMMONS EXISTING BROCKTON I J CD
SUBDIVISION NO . 6 SUBDIVISION WATER METER LEGEND Q Q
3/4" DOUBLE METER SERVICE. C)
(PER CITY OF MERIDIAN STANDARD DRAWING W-1) W
Z (-n
D PIR PIR PI PIR PIR � I 3/4" SINGLE METER SERVICE. 0
I�
d (PER CITY OF MERIDIAN STANDARD DRAWING W-2) (D
NOTE:
1. CENTER OF WATER METER TO BE 2' BEHIND BACK
OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS w U
FURTHER INTO LOT (TYPICAL). 0y
10 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER O W
O O O3 O4 O O O7 O$ O O A I METERS AND WATERWORKS BRASS BE ANSI/NSF 61 U— � O
w 0
CERTIFIED. Q
3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL W
BLOCK 1 OTHER WATER LINES MIN 4' OF COVER.
Q
ELLJ
I
> Q__� (7)
O BLOCK 1 � � �
11 C WATER KEYNOTES Lc-) W
Z 11_�
U I CONNECT TO EXISTING 12 WATER MAIN. USE 12 x8
0 1 STAINLESS STEEL TAPPING SADDLE. INSTALL 1-8" GATE
LLJ O I N VALVE. COORDINATE HOT TAP WITH CITY OF MERIDIAN
z I E. PRAIRIE-IRE ST. I N PUBLIC WORKS.
Q z w w w � w
I— E. PRAIRIEFI E ST. I E. PRAIRIEFIRE ST. m
0 Is Is s s UTILITY NOTES:
Ld � \ I I I LINE A I I LINE A
I I 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS
O O.'.':.': FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS.
o 0 / I I I I I LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL
z I I I I I I I NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS.
D I 2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
U) 3 THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD
SEESHEET C4. 1 DRAWING SD-403.
X I� 3. ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
LL_I 4. ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
a ±208 LF 8" WATER
22 21 20 19 18 17 16 15 14 1
w w SEWER LEGEND
BLOCK 1 13 12
11 BLOCK 1 s NEW 8" SEWER MAIN PER ISPWC AND
MERIDIAN SECTION 500.
BLOCK 1
ss- EXISTING 8" SEWER MAIN
- — NEW 4" SEWER SERVICE TYPE "A" PER
ald ai ald ald tId aId ISPWC SD-511 AND MERIDIAN SW3
FO FO FO Fo
0_ I • 48" DIAMETER SEWER MANHOLE
W PER ISPWC SD-501.
OEXISTING 48" DIAMETER SEWER MANHOLE o
Y
U
4" SEWER SERVICE LABEL o a
STA: = SEWER MAIN STATIONING Z —
STA: 6+82 43.0' L OR R = LENGTH OF 4" � L'' w
43.0' L LZ SERVICE LEFT OR RIGHT OF MAIN LINE. `� rn
ap I INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH W CIOm
m
10 FEET BEHIND PROPERTY LINE. °O
U N P LATTE D L I SERVICE LINES HAVE A MINIMUM 2% Z v' o
GRADE TO THE PROPERTY LINE. ^ Q Lj o N Cn
J
ui
LJ w S C) O LLJ
O a-
CD 0- LLJ
S /
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m m
m 0 2
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0 30' 60' N
2 W E
O O O O O O O O O 2 10 STA: 5+07 • 1
��4° L SCALE 1" = 30' Q
I SSMH 2 rn Q
2 STA: 1+39.32 OJ o INV. 01.60'
+ J 2 BLOCK 1 ±214 LF 8" C-900
O I�o of S z
2
2
t f
cn
Q O�
� J J WN N J + J -r
"+ OI + BLOCK 1 WATER METER LEGEND
N 0I IQ ooNI 'ccl r O _n
±45 LF oo oo p
_ Z Ill i > ' z ¢ �' zt172 LF8C- v ui8" C-900 \ 11 3/4" DOUBLE METER SERVICE. _
1 I ±42 LF 8" C-900 ±15 LF O4 t SSMH 5 (PER CITY OF MERIDIAN STANDARD DRAWING W-1) J
6 6" C-900 1 O
/ 6 o I STA: 5+17.41
3/4" SINGLE METER SERVICE. Q 1 ..2:::::::........ 2 1 7 d
2 I "•;:'•;:'•`:•;:'•;:'•';""'•;;. 2 ::: r 2 ..::::.. .. :::...:: I (PER CITY OF MERIDIAN STANDARD DRAWING W-2)
0 0 - - - - - - - + - - - - - 0 / 2 w w w w w J O
163• 2 E. PRAIRIEFI E ST. 3 180 2 � I NOTE: J O
1 I I 163• CAN - - I �i _ I - - I - - I L1 1 5+17. 1 2 1. CENTER OF WATER METER TO BE 2' BEHIND BACK Q O
1 f q +00 I s 3. 00 4+00 5+00 OF SIDEWALK OR RIGHT OF WAY, WHICH EVER IS
EXISTING SSMH 1 / ^� _1 I
LINE A S s FURTHER INTO LOT (TYPICAL). V
STA: o+oo.00 - `° 2 I � 1 2 I I 2 I I 2
1 / E. PRAIRIEFIRE ST. 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER O O
METERS AND WATERWORKS BRASS BE ANSI/NSF 61 O O
1 CERTIFIED. z O
O O �
'if C-�
5 3 5 3 I 1 1 3. ALL MIDSECTION WATER LINES MIN 5' OF COVER ALL
rn
+ + I OTHER WATER LINES MIN 4' OF COVER. 0
� opz ON 00 + � � r__ �� � 2 � � � O 3
I� �1 IN �I IN �I ;. �I Ir, a)I Imo,. of 0 O O O
c-, � rn � rn � rn � rn no O
�/ C oo 00
Lu
PROPOSED �J 1� `dz_I NZ coNZ NZ Nz " NZ I+ I _
fPRESSURE O 1 L.L
IRRIGATION SSMH 3 } A L
STA: 1+80.75 SSMH 4 = �_ t101 LFLL (� WATER KEYNOTES W 00 O
STA: 4+19.97 OHO 8" WATER f208 LF = I..L Q
N O (/� N O 1 O
I m n > 1 8" WATER
�I REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT w
22 21 20 19 18 17 16 15 14 N z (CONTINUED ON SHEET C4.0) -M O TO EXISTING 8" WATER MAIN ® EXISTING 8" GATE VALVE. O
w w
I O O 7 POTABLE/NONPOTABLE PIPE CROSSING. O
I BLOCK 1 13 ® 12 ^ 2 SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 O
11 BLOCK 1 `^J INSTALL:
I x
BLOCK 1 O 1 - 8" GATE VALVE (FLGxMJ)
O W 1 - 6" GATE VALE (FLGXMJ)
1 - 8" ADAPTER (FLGxMJ)
±15 LF 6" C-900
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
VERTICAL SCALE O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8,
SD-W9 AND SD-W15.
0 3' 6'
SLEEVE WATER THROUGH STORM DRAIN SEEPAGE BED PER
LINE A PROFILE 5 CITY OF MERIDIAN STANDARD DRAWING W7.
0+00 1 +00 2+00 3+00 4+00 5+00 5+17 SCALE 1" = 3'
OINSTALL 8" 11.25• BEND WITH THRUST BLOCK
I
O INSTALL 8" 90• BEND WITH THRUST BLOCK
I
I 10
I
Q
UTILITY NOTES: W O
2610 2610 z
PROPERTY N E 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS O
FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS.
LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL
NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. SEWER LEGEND
2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS W
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD s NEW 8" SEWER MAIN PER ISPWC AND O Z
FINISHED GROUND DRAWING SD-403. MERIDIAN SECTION 500.
3. ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. W
- - - - - - - - - - _ _ EXISTING 8" SEWER MAIN
2605 - - - - 0 O00 - - - - - - - - - - - - - - - - - - - - -- � � = - -- - = - 605 4. ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
co
NEW 4" SEWER SERVICE TYPE "A" PER
4" PIRR CROSSING z 12" C-900 18" PERFORATED PIPE IN SEEPAGE BED EXISTING GROUND ISPWC SD-511 AND MERIDIAN SW3
8" PI SLEEVE STORM DRAIN INVERT= 2600.50'
IIoo CROSSING • 48" DIAMETER SEWER MANHOLE
II # 3 PER ISPWC SD-501.
II
, PROPOSED 8 WATER MAIN O EXISTING 48" DIAMETER SEWER MANHOLE �
i - / EXISTING 8" WATER MAIN
2600 2 2 2600 4" SEWER SERVICE LABEL
1 h l 2 _ Y
2 2 93.44 LF 8" SEWER (� 0.63% STA: = SEWER MAIN STATIONING �
STA: 6+82 43.0' L OR R = LENGTH OF 4" cv z
2
I I 235.22 LF 8" EWER � 0.41% � - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. z � o
LIN�.INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH w rn w
I 10 FEET BEHIND PROPERTY LINE. T
_ _ _ _ _ _ 48"0 SSMH SERVICE LINES HAVE A MINIMUM 2% W N
- - 94.20 LF 8" SEWER @ 0.41% _ _
5+17.41 LINEA-SWR GRADE TO THE PROPERTY LINE. 'oMo rn o m
48CD
"0 SSMH:47Y RIM 2606.7t C w
- 4+19.97 LI E A-SWR 4" IN 2599. 6-S ii oo
1 RIM 2605.7 ♦♦�^ o N cn
748"0 SSMH 2 48"0 SSMH 3 8" OUT 259 .23-W V cn cj w o Lj Q
1+80.75 LI E A-SWR 8" IN 2598.65-E J �
2595 48"0 SSMH 1 RIM 2605.1 t RIM 2604.82595
w o m
1+39.32 LINE A-SWR w z z cc/) o0 0
8" OUT 25 8.55-W
= U O
IN SEWER KEYNOTES
RIM 260 LINE A-SWR 4' IN 597 929 E � w m m
RIM 2604.3t 8" IN 2597.32-E
8" IN 2596.66-E 8" OUT 2597.22-W o m m
8" OUT 25 7.49-W V _
m o
REMOVE EXISTING CLEANOUT & CONNECT TO EXISTING 8" SEWER MAIN. z Ll
Y o
OCALCULATE 8" INVERT = 2597.04'. 3: U w
CONTRACTOR TO FIELD VERIFY ELEVATION BEFORE CONSTRUCTION. = Q
IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. o U o o
OSEWER SERVICE TO BE 4" C-900 TO CROSS WATER MAIN Sip NA L F
AS SEPARATION IS LESS THAN 18". S T R G,
2590 2590
NOTE: SLEEVE
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE O ACHD STO SEW ME WATER SERVICE
DESIGNTHROUGH
DETAIL 07SEEPAGE BED PER a
TO FACE OF MANHOLE. 9412
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 08/07/23
INSTALLED WITH NO SUMPS. C,sTq re OF \0 P
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE S. KIN���
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE.
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION. SHEET
2585 2585
0+00 1 +00 2+00 3+00 4+00 5+00 5+17
Cl 1
Lo
N Lo
NOTE TESSURE IRRIGATION KEYNOTES N
DOMESTIC WATER METER BOX COVER AIR RELEASE VALVE 1Y2" 200 E
. ALL VALVES, FITTINGS AND OTHER PLACES WHERE HOT TAP EXISTING 4" PRESSURE IRRIGATION MAIN DOMESTIC WATER METER BOX COVER 1 Y2 " CURB STOP BALL VALVE OBLITERATE WORDS "WATER METER" PSI RATED OR EQUIVALENT C')
r1i-UNBALANCED FORCES MIGHT EXIST REQUIRE A THRUST BLOCK O WITH 4" TAPPING SADDLE. COORDINATE HOT TAP OBLITERATE WORDS "WATER METER" SUCH AS FORD B11-666SW FORD No. X43 CAST IRON WITH O
POURED PER ISPWC SD-403. WITH SUBDIVISION PI. FORD No. X43 CAST IRON WITH 13Y" LOCKING LIDS O
13Y" LOCKING LIDS S
INSTALL: 00 (/)
2. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL U 1 - 4" X 4" TEE & THRUST BLOCK r z
CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH. WIRE TO 6„ �. 0 30' 60'
BE LOCATED 2 ABOVE PIPE. CONTROL WIRE SHALL RUN FROM U
THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE 3 INSTALL 8" C-900 SLEEVE FOR PI CROSSING OF ROADWAY. / / / / / /\ \ \ \/ LLJ
LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE \�/\�/\�/\lo
/\�/\�/ '�\ �\ �\ z \ �\ N" 20" PVC SCALE 1" = 30' W
COMMON LOT VALVE BOX. INSTALL CONTROL CABLE THROUGH A 4 INSTALL 4" 45' ELBOW & THRUST BLOCK. %/�\/�\/�\ j��j��j\� \ \ \ z_
DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE U \\ \\, 20" Pvc \\ \\ \\ N \ \\ \ J
SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOFlo
CONNECTORS. COORDINATE THE 2-WIRE CONTROL CABLE \�� �� \��\� \\�\\�\\
INSTALLATION WITH THE DEVELOPER. O INSTALL 4" 90' ELBOW & THRUST BLOCK.
3. ALL WORK TO BE DONE PER ISPWC AND NAMPA—MERIDIAN 6 INSTALL: 1 — 4" GATE VALVE.
IRRIGATION DISTRICT STANDARDS. COORDINATE ALL INSPECTION U 1Y" BRASS PIPE MIN 1 CU. YD. DRAIN
WORK WITH ENGINEER OF RECORD (208) 639-1992. 2 ����\ \ MIN 1 CU. YD. DRAIN � / ROCK TO BOTTOM OF Q Q
PRESSURE IRRIGATION TO BE PRIVATELY OWNED AND MAINTAIN O \\/�\INSTALL TYPICAL LOT 1" SERVICES PER ISPWC SD-902. ROCK TO BOTTOM OF \�� VALVE FOR SUPPORT () z 0
BY THE SUBDIVISION HOA AND IS FED BY AN EXISTING 7 \/\/ / / / / /\\ VALVE FOR SUPPORT
PRESSURE IRRIGATION MAIN. NOTE: \ W
INSTALL MAIN LINE DRAINS AS REQUIRED TO \\ \\,\\ i\\ �\
O INSTALL AIR VENT PER N.M.I.D. STANDARD DRAWINGS. PROVIDE COMPLETE DRAINAGE DURING WINTER Z
4. CONTRACTOR TO FIELD VERIFY EXISTING PRESSURE THIS SHEET. SHUT DOWN OF THE IRRIGATION SYSTEM. — f�;: 0
IRRIGATION MAIN PIPE SIZE PRIOR CONSTRUCTION. IF
DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR INSTALL DRAIN PER N.M.I.D. STANDARD DRAWINGS. N.M.I.D. DRAIN VALVE DETAIL N.M.I.D. AIR VENT STATION DETAIL CD o U U
REDESIGN. O THIS SHEET.
Scale: NOT TO SCALE 2 Scale: NOT TO SCALE 0 � 0
W U
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LL
W 0
U
� �W �
EXISTING QUENZER COMMONS EXISTING BROCKTON oo w
SUBDIVISION NO . 6 SUBDIVISION U
U 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 0
O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 12
W
D PIR PIR PI PIR PIR U 4" x 3/4" SADDLE MINIMUM
5 7 9 7 7 7 7 7 7 7 7 7
9
5 O 4" MAIN LINE MINIMUM
10 00
O 8" x 3/4" BRASS NIPPLE
±86 LF 4" PIRR
6" x 3/4" 200 PSI POLY 18" ABOVE GROUND
±433 LF 4" PIRR
f10 LF 4" PIRR 7 1
3/4" BRASS CURB STOP
OO O O O O O O O 10 A O ROCK CHIPS 3 7
4
APPROXIMATE LOCATION of O9
THE PRESSURE IRRIGATION MAIN� I BLOCK 1 f89 LF 4" PIRR 3" FEMALE ADD. 6
6 10 LOCATOR WIRE 5 8 2
w a 2 6 7 11 3" PVC PLUG
O2 1 f11 LF 4" PIRR 4 BLOCK 1 12 MARKER STEEL " T" POST
Q:� t 6 11 z U�
p I N.M.I.D. "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL
f37 LF 4" PIRR 4 Scale: NOT TO SCALE Q
Qz I w w w — w IEF —mow W U
~ I I I E. PRAIRIEFI E ST. I I I E. PRAIRIRE ST.
0 i t57 LF 4" PIRR _ _ _ _ — — — — I —
w (� IS I s I s s———T U)
LW
0
z m 6 I I I I j 11
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_ f 114 LF 4" PIRR
X
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Y
22 21 20 19 18 17 16 15 14 ±149 LF 4" PIRR I ? W
LLj
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BLOCK 1 ±457 LF 4" PIRR 13 12 7 11 BLOCK 1 -ftW o ,CD �
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BLOCK 1 Uj W W
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S U O O m
5 7 CD j
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9412
o I 08/07/23
U N P LATT E D s °
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of y�OS. KIN��
SHEET
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00
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N
STREET LIGHTING N
APPROVED CITY OF MERIDIAN LED FIXTURES FOR LOCAL ROADS STREET LIGHT NOTES:
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) E CIO
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. STREET WIDTH PED LEVEL MANUFACTURER MODEL NUMBERS WATTS MOUNTING HEIGHT STD MAST ARM O
Eaton/Streetworks USSL-A0I-D-U-T3-SA-BZ-4N7 * 57 TYPE 2 STREET LIGHTS SHALL BE INSTALLED CD
2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN cn
PORTAL AT HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST LOW Leotek GCJ1-20H-MV-NW-2R-DB-700-PCR7* 46 AT LOCATIONS SHOWN IN PLAN S ' z
44' or less (Local) NA at 25' MH x— O
INSPECTIONS. (25 and 30' MH) Phillips RF 8' at 30' MH S-54W 16LED 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 54 25 or 30' �
� >
3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR MEDIUM Eaton/Streetworks USSL-A02-D-U-T3-SA-BZ-4N7* 87 w
THE POLE AND ASSOCIATED WIRING. Phillips RFS-108W32LED4k-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 108 0 30' 60' W
4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. NOTE z
FROM WATER METERS. SCALE 1" = 30' J
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER —
PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC METERS AND STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE 0
WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS
OR FIRE HYDRANTS. J C)
6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING 2.) INSTALL STREET LIGHTS PER CITY OF MERIDIAN STANDARD DRAWING DWG-6C. I=) Q
UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. U Z 0
7. BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 C
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EXISTING QUENZER COMMONS EXISTING BROCKTON WL
SUBDIVISION NO . 6 SUBDIVISION 0 W o
w n' CD �
\ m W
\ - PIR PIR
i T 0
L J w
O O O O O O O O O 10
BLOCK 1
LIJ a
> STREET LIGHT: —_ BLOCK 1
0 I TYPE 2 I —�
0I # 11 Z
Ld OZ I —
0 II
w w w —w w m CDE. PRAIRIEFI E ST. I I I E. PRAIRIEFIRE ST.
S — — IS
Ld () is S s Q
0 j STREET LIGHT:
TYPE 2 W
Z � / \ I . . .. .. .. .. I. ..I I I I I �I #3
D STREET �
LIGHT: \ I I I I
TYPE 2
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� #1 \ 3
X \\
Ld
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22 21 20 19 18 17 16 15 14 � I
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BLOCK 1 13 12
11 BLOCK 1
CD Q
BLOCK 1 N Lu
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9412
08/07/23
sT �o
C rE OF xv P
S. 0'4
SHEET
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00
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EXISTING QUENZER COMMONS EXISTING BROCKTON N c�
SUBDIVISION NO. 6 SUBDIVISION �, E
S � (/)
\ ` (5.81 EG) r z
'(5.66EG) O
(4.20EG) (3.26EG) (3.76EG) (4.08EG) (3.60EG) (3.88EG) (4.16EG) (4.34EG) (4.26EG) \\���\�--(4.46EG)- (4.50EG) 5.65FG W
5.50FG 4.58FG (5.31EG) �
------ -- -2605--
0 30' 60' ui
5.77F17\-5.46FG
5.58FG 5.60FG z
5.45FG 5.53FG 5.69FG 5.85FG 6.01 FG 6.17FG 6.37FG 6.53FG 4.51 FG ��(5.20EG) _
5.42FG I SCALE 1" = 30' J
�i^-- 5.28FG 5.1OFG 5.23FG 5.39FG 5.55FG 5.71FG 5.87FG 6.07FG 6.23FG 6.49FG 4.00FG� ( 4.98FG�
�i 4.90FG 0
`2604 6.79FG
B B B B B B B B �� g B tig ( (5.71 EG) J O
II - - - n i - - - - o� - J
I I O o O \�1 1 Lq O O O o O O 1 0 5.48FG Q
I to l�
I I CDI 5.40FG
j 0S� 6.00FG .62%
I I BLOCK 1 6.18FG I W
(5.61 EG) i 6.30FG \O� jl z
5.12FG 4.94FG - ---2604 -- I� �c:) 4.50FG I / O
W - - 5.81 FG I� 6.48FG I J
I
4.71 FG 4.84FG 5.00FG 5.16FG 5.32FG 5.48FG BLO K v
C 0 m O
0 I 5.20FG 6.11FG O 5.24FG ��
o - - - \\� - - - - - - - 6.18SW 11 z W O ~ U
Ur o 4.97FG 5.14FG o 5.30FG l0 5.46FG �0 5.62FG IV-
5.78FG to O O
/:. CD \ N
0 (5.59EG) o 0 0 0 �pp`a 6.45SW L.L O
W z I I 5.13SW ` O W 00
4.88SW 5.04SW 5.20SW 5.36E 5.52SW 5.68SW 5.87SW ui
5.80FG 5.86FG � _
z-SS � E. PRAIRIEFIRE ST.
6.65SW
E. PRAIRIEFIRE ST. O
0 I 5.15SW - - - - - '� - - - - -6.64SW 5.88FG W
W v ! (5.61 EG) 4.94SW 2605 (5.67EG)
N Q
\ 4.95SW 5.11SW _5.27SW �� 5.43SW'� -2605--�' 5.59SW 5.75SW ��
5.80FG
o
OO �_ - 0
C 0 5.42FG o 5.23FG -- - - - - - - - - 15.37
\ 6.50SW 36 I OmM �o 0 0 0N 6.04SW
5.12FG �4.94FG o 5.00FG o 5.05FG of 5.21FG ofFG 5.53FG o 5.69FG o 5.85FG �- - - - - - �� l
6.31 SW 6.58FG ( I
4.73FG 4.75FG 4.91FG 5.07FG I 5.23FG =5.39FG G 5.55FG (6.28EG)
W � ���� XO
� / 6.27FG
i 6�S 6.20FG 1 0
A A - ti� A A A OA A A B B o 6.39FG /�/ 7 1 % I 5.48FG N
O i O 2606 7.11 FG (7.11 EG)
a�} } 5.90FG
Lo of O o1 = B (6.24EG) (6.74EG) (6.92EG)
22 21 20 ze 18 17 16 15 G 14 B 6.09FG 5.40FG i 5.96FG O(6.38EG)� G 6.75FG (7.00EG)
5.40FG (7.32EG)
to
---- i'/ BLOCK 1 ® 12 5.32FG �.........5.91 FG............1.1 ..... I 6.76FG U)
--2606 \ O BLOCK 1 16%
5.38FG Off, �' 4.39FG r' 260-GR 4.76FG 8 6% N
�5.56FG 5.14FG 5.14FG 5.30FG 5.46FG 5.62FG 5.78FG \ 5.94FG 6.17FG 6.35FG EGR 6.62FG 9.68% O 6.94FG
BLOT.,. O - - - - - - - - 7.08FG
- -
- - - - _- - - - - - - - - - - - - - - - - - EGR7 FG c O
5.90FG 5.68FG b\ - - oo T - - 6.92FG o N
�rof 5.44FG �,f 5.44FG �} 5.60FG �} 5.76FG 5.92FG 6.08FG 6.24FG o- . , _6.47FG_ . 6.65FG 7.10FG 09
I I I 7.04FG
. . . o . . 7.l OFG (7.50EG)
- _ -� pop 7.10FG
(5.90EG) -71
(5.43EG) (5.48EG) (5.77EG) (6.08EG) (6.15EG) (6.16EG) (5.83EG �FO FO FO 0
� ) (5.89EG) (6.21EG) (6.00EG) (6.29EG) (6.39EG) (6.76EG) �
i
i (7.18EG) w (7.20EG)
(7.1OEG) Z
i
� 2 6
---- U N PLATTED
I (n
BACKYARD SWALE CAN BE
ADJUSTED TO GAIN BACK OF SIDEWALK BACK OF LOT BERM
POSITIVE DRAINAGE TO FENCELINE BACKYARD SWALE. PAL ALONG FENCELINE. SEE
DETAIL THIS SHEET.
FRONT OF THE LOT. SWALE BERM BACK YARD IS SELF CONTAINED 6.0' 6.0'
CAN BE NO CLOSER THAN SEE "B" LOT DETAILS VARIES PLAN 79.0' 20.0'
10 FT TO STRUCTURE. THIS SHEET (15SEE' MIN) p�� p��
q., SIDE LOT BERM
\O� o SEE SIDE
TH IS E LOT BERM NOTES:
Al( DETAIL
o
O ET
0.50% GRADE -
- - - - - - 1. THE BUILDING ENVELOPES ARE BASED ON THE CITY OF
O /� O�P�� 0.50% GRADE
MERIDIAN MINIMUM SETBACKS. N
�o C' o
f f f 2 e' � sEE 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED � Lu
m
ON THE LOWEST TOB BACK OF CURB ELEVATION ALONG THE W i
FRONTAGE OF THE LOT, PLUS 20 FT @ 2% AND THEN AN Uj 2 o - Q
LOT GRADING DETAIL TYPE "B" LOT GRADING DETAIL CODEADDIT SECTION R403.1.7.3.NAL 12" PER 2003 INTERNATIONAL RESIDENTIAL Z o N
�. Li
J W
SECTION VIEW 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. W Liw o d o
CD
l 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 V o m m
lI I I I FEET FROM THE STRUCTURE. m o
P/L P/L 5. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED Q w L J
BY THE CITY OF MERIDIAN BUILDING OFFICIAL AT ISSUANCE o u o � o
3.0' 3.0' 3.0' 3.0' OF BUILDING PERMIT BASED UPON REVIEW OF AN
I I I I ENGINEERED INDIVIDUAL LOT GRADING PLAN.
PROPERTY FENCE ON PROPERTY FENCE ON S\o NA L F4,
SIDEWALK SIDEWALK REAR LOT LINE REAR LOT LINE AT MIDPOINT ��5 G\STE C�
OF BERM
CURB & CURB & o 0
GUTTER STREET GUTTER STREET , 9412
08/07/23
TYPICAL "A" LOT TYPICAL "B" LOT cy�OS. KIN���P
DRAINAGE DETAIL DRAINAGE DETAIL TYPE "A" FENCELINE BERM TYPE "B" FENCELINE BERM
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SHEET
C5 . 0