CC - Construction Drawings L0
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GENERAL PRESSURE IRRIGATION
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. O'
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. 00 z
FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o
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3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w
ROADWAY (CITY OF MERIDIAN)
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Z W E Uj
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY < UjZ
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. o o J
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. LU w s
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE C (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. C Q
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING E. AMITY RD
AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS J C)
SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ROADWAY(ACHD) Q =
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD Uj
SITE U cll_� _
(C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS CD -
SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. CD
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL � W
BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. o z - >-
WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Cn
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES LAKE HAZEL RD
(208-387-6284). CONTACT ACHD A MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. C)11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE w U
MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE M
ENGINEER. ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. O
5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND VICINITY MAP
WATER THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. NOT TO SCALE W 0
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. m U CAI °
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
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION.
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 g ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT SHEET INDEX
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VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP
(IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK LLI
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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 IMPROVEMENTS. C2.0 FINAL PLAT
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 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE C2.1 FINAL PLAT
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO
C3.0 STREET PLAN & PROFILE - MADRIGAL & COLUSA
SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT.
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 C3.1 STREET DETAILS
BEDS, DRAINAGE SWALES). 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE C4.0 MASTER UTILITY PLAN
DETERMINED BY THE FIELD INSPECTOR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE C4.1 SEWER LINE A - LINE B & WATER PLAN AND PROFILE
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. LATEST EDITION OF I.S.P.W.0 AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS.
C4.2 STREET LIGHT PLAN
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC
C5.0 SITE GRADING PLAN
SEWER WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION)
C6.0 PRESSURE IRRIGATION PLAN Q �
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT
THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ACHD INSPECTION SERVICES AT 208-387-6284.
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2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER POLICY AND EXISTING PAVEMENT MARKINGS. C) >_
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN F11DAH
VEYOR OWNERS REP
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). STREET LIGHTING RVEY GROUP SCHULTZ DEVELOPMENT
MATT SCHULTZ
ARTER P.L.S.3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A P.O. BOX 1115MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE WATERTOWER MERIDIAN ID 83680WLESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. N, ID 83642 208-880-1695
846-8570 schultzdevelopment@yahoo.com �
542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT CD
RULES (IDAPA 58.01.16). HTTPS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS.
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE
STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). AND ASSOCIATED WIRING.
ENGINEER DEVELOPER
4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER
METERS. CK-ENGINEERING
PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK CHAD KINKELA BERKELEY BUILDING CO
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN 1300 E. STATE ST, SUITE 102 2275 S EAGLE RD, SUITE #185Uj
1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS EAGLE, ID 83616 MERIDIAN, ID 83642
THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 208-639-1992 208-995-2885 M
CHAD@CK-ENGINEERS.COM N
6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY
2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA Z Y
CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. w o
DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. a,
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3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE W
ROADWAY SURFACE. DRAINAGE - BENCH MARKS - z o M CL
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NAVD 88 DATUM (; Q w o Q
4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. J N ;E OW
BEFORE DIGGING, CALL z C' C' Uj
MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. w n o _ o g
FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND DIGLINE AT 1-800-342-1585 LLB
5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE o m N
INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. 0 TBM#1 ELEV 2676.15' V
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CHISELED 'X' IN BACK OF SIDEWALKLLJ
6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. z
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ACHD STANDARD REQUIREMENTS COo ST
1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND Plans Are Accepted For Public
STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS $ �o Street Construction 9412
OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, %%rb
LISTED BY DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE 6es1on By stamping and signing the improvement plans, the Registered 04/02/20
111 Arl: ff] Engineer ensures the District that the plans conform to all District C'ST q TE OF \,D, P
policies and standards. Variances or waivers must be specifically KIN���
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
F Engineer of these responsibilities. SHEET
BY DATE C 1 . 0
ADA COUNTY HIGHWAY DISTRICT
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WA RRICK SUBD1 VISION NO. 2 w
S89'43'43"E 2656.26' At 112102945 z
1/4 S.29 E. AMITY RD. _ -__ _S.29 ..28 LOCATED IN THE NW 1 /4 OF THE NE 1 /4 OF SECTION 32, T.3N., RA E-,
s.32 --- - -- - ^- 340.67' _ w' 2315.5$' S.32 5.33 B.M. A D A COUNTY IDAHO
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Nd'56'26"W 326.20' +`
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REAL POINT OF 25.01' S89'43'43"E 325.87' 3 0
BEGINNING ! _ _____ _ -.. ;, a CURVE RADIUS LENGM CHORD asr. CHORD Oft DELTA
1 -----00'E 145.67'------�-----1 60.00 60.00 60.00 1 iO4 W
1 �_-_------ _--_-----� ---------- iN7 C1 50.00 78.51 70.69 S45 28 5739'17' "W 89' ' " z
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! 17.96 I n 0 � r N $I" CP&F C5 69.00 108.34 97.55 S45'I7'28"W 8957'39" � (� ui
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L-------N89'41'22"W-----� E. MADRIGAL ,ST. - 19.00' E. MADRIGAL ST. L7 37.70 N1'48'09"W 05 50 NOW
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u�1 1 `I�- , ➢YARRICK SUBDIVISION NO, 7
O� I � 7 {I 01 i SET 1/2 IRON PIN WITH CAP PLS 7729
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d I 16 0l BLOCK 3 1. EXCEPT FOR COMMON LOTS A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY SET 5/8" IRON PIN WITH CAP PLS 7729
1 J � r----------124•42--------i N �� DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT
a 'd B110 ' f ii y--- --S89'43'43"E-----, !. LINES COMMON TO A PUBLIC RIGHT-OF-WAY. A TEN {t0} FOOT WIDE PERMANENT LOT 0 CALCULATED POINT
DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL REAR
----110.93 ------� v
i 13 i [a 1 41 7-- - I LOT LINES, UNLESS OTHERWISE SHOWN. A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITIES SUBDIVISION BOUNDARY LINE
1 a 24.78' I 1 u7 �LQC1C 8 I„ AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT
1 (!1 iI 1 0 r7 LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT v --------NB9'41'22"W---- o 1 15 01 LOT LINE
�1°41 ' 'o I 0 1 � 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE TITLE 22 CHAPTER 45 RIGHT TO FARM 1 0 i----------i24.85 -------� i i � " � � ---- SECTION LINE
LA . i . ------S89'43'43"E ----_j N
SECTION 22-4503, WHICH STATES NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO
1 ^ IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN RIGHT-OF-WAY LINE
cQ I 14 I1 0 0 --_____110.95 ------ OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN - - - _ _ CENTERLINE
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I`' I I1 ui v � OPERATION FOR MORE THAN ONE (1) YEAR WHEN THE OPERATION WAS NOT A NUISANCE AT i• ! N , TERLINE
! 0 1 1 in W) N o 1 0 THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL
1L------- N89'41'22'W----- 31 w '3 I• 14 1 NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION1. �
co m � I i �1 OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." -�`-- `- -___ EASEMENT LINE
17.91' i to --S89'43'43"E----_� ! 3. IRRIGATION WATER WILL BE PROVIDED TO THIS SUBIDIVISION IN COMPLIANCE WITH IDAHO CORE - - " - - IDAHO POWER COMPANY EASEMENT LINE
ii0.96 -____-,
N 15 0 NI ------- SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK IRRIGATION J . - _ CITY OF MERIDIAN PEDESTRIAN Q
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u� 1, f 10.0'--I DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT PATHWAY EASEMENT-SEE NOTE 11
o - i I +# i�l OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO SAID DISTRICT.
>- al ACHD PERMANENT EASEMENT LINE
N89.4i 22 W----- r5 to 13 p o
! ui >n 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN INST NO. 2019-063749
! r---------122.41'------- �10.0 ! EFFECT AT THE TIME OF THE RE-SUBDIVISION.
18 1 10.54 I �{------589'43'43"E--i-� -+- -- ACHD PERMANENT EASEMENT LINE
110 __ _ _ 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND L f�+ f +-+-J INST NO. 2019-059675
z °O i 15 i - 110.98 - SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR
a f I1 12.5 1 - AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT, ACHD MASTER STORM DRAIN
I I 41 l a EASEMENT-SEE NOTE 8
w -- -N$9'41'22 W---- 1 0 1 12 01 fi. LOTS 6, 8 AND 18, BLOCK 1; LOT 18. BLOCK 3 ARE COMMON LOTS WHICH SHALL BE OWNED 7�
k---- 121.33'-------�1_ �. I I ______ __ _ 1 �1 AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. ���� �� IRRIGATION EEA EMENT LINEIDAHO POWER RESSURE
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24.48 7. DIRECT ACCESS TO E. AMITY RD. IS PROHIBITED.
! $ ; 17 N89'43'43"W 111.00 7� LOT Na.
t° 24.48' BLOCK 3 8. LOT 8, BLOCK 1 SHALL CONTAINS AN ACCESS EASEMENT AND IS SERVIENT TO LOTS 7, 9 M
20.33' AND 10, BLOCK I. w
120.67 ----_--- 11
N89 41'22"W i41,00' I� 5i'13'05"W 9. LOT 18, BLOCK I SHALL BE SUBJECT TO A OPERATION AND MAINTENANCE EASEMENT FOR M
Q S511 BEASLEY LATERAL IN FAVOR OF THE NEW YORK IRRIGATION DISTRICT. PL AND
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SURVEY BOISE, IDAHO 83704
JOB NO. 20-125 (208)846-8570
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- - -- - - -- - `�- - - -- - -- - - --- - - - - -- - -
- - - - - - - - - - - - - - - -
15
I �
N i N
=GIR GIR - ----------GIB ---------------------- - T L., - - I - - Z M�
---- -- --� 8 �1' Q j `'1
- - (75.00EP) Q
\f1R ^ - I PIR- - --2674 75.16SW I 0
\\ I 1--- I 74.93FG j 0?
\\ W N O \ 5 I 0 30' 60' 0
V \\ 16 - Q w
\ ( I 74.90FG I SCALE 1 - 30
0 BLOCK 1 75.05SW , o ; LLJ
�(74.98EP)
I MNa_ KEYNOTES: J
I I ,
r/// I 115.02FG i Q
1 REMOVE TYPE II SIDEWALK BARRICADE WITH KICK PLATE. SAVE J
g 01 (75.10EP) O BARRICADE FOR LATER USE ON SITE. J
I I Q o z
o' I I II 74.95FG U
0 0 0 0 0 0 o
2O REMOVE TYPE III ROADWAY BARRICADE AND SIGNS
�? U 'n U U U u7 U `n U � U I I I \ I 1
c0 � c0 � c0 � cfl � c0 � �p j � \Ln (14 ° o "' N' "' r, a° rn 75.1 OSW 175.03EP
V o ^ ^ ^ N ^ N C, ^ \ I I I I O INSTALL 5' SIDEWALK PER ISPWC SD-709. SEE AMITY ROAD DETAIL ON z O W
N N p 48I00' I I 3 SHEET C3.1. SIDEWALK ELEVATION MUST MATCH CENTERLINE ELEVATION
1 � � A- I I
12 -C `� � OF THE ROAD, OR BE WITH IN t0.5' FROM CENTERLINE ELEVATION. r I�
1 i v 3�
CL% I I I 11 i 4 INSTALL CONTINUOUS BARROW DITCH SAND WINDOW. SEE THIS SHEET
o I I I O FOR AMITY ROAD DETAIL. Q > O
5+09.89 2 y 4+58.47 I II '
0 74.91 FG
2+09.43 75.18SW I i w
W 76.79 CL �, 7+ CL - o0 00 75.99 CL I 14',
I
I�
0 5+0 95+00 4-100 °6 3+00
+ i O5 PROTECT IN PLACE EXISTING GAS LINE MAIN. L.f_
Q 13
S. COLUSA AVE. 2+00
21tZ 14 6 o I (74.93EP) ILn
\� - --d0 i I i 6 POWER POLES TO BE REMOVED. COORDINATE WITH IDAHO POWER w ^ Q
�1 I 10 i 3 COMPANY. m 00
v U N I I
I I � I
1 I1 ' m
Q J 1 J J J J J J I I O7 INSTALL 6" THICK SIDEWALK FOR COMMON DRIVEWAY. Z
3 V
14 �' "' `� c� c� 1+30.93 74.88FG
- 0 - �\, fl `fl `o D `a 75.57 CL EP EP 75.23SW I 1 j
^ N ^ o N o rn '' 1+30.93 16.50'R I I
o 06 o ^ u; C I INSTALL TYPE II SIDEWALK TERMINUS BARRICADE WITH KICK PLATE.
+ + 1 ^ + + + ^ � ^ � 1 75.49 TRC a 3 I II � I O REUSE AS NOTED IN KEYNOTE 1.
n <r I r) r7 N N N I (74.91 EP)
V U,
� 38.00'
, 1+30.93 16.50'L �
75.49 TRC 33.00' II �I 9 INSTALL 4' ASPHALT PATHWAY TO EP.
r_
O
- +t CD III o II
I
I I I� 10 POWER POLES TO BE RELOCATED. COORDINATE WITH IDAHO
V m I II 74.92FG 3 POWER.
0 \ W N C7 0 75.32SW I I I I I " 1 1 PROTECT IN PLACE EXISTING GATE VALVES.
\� �� 14 _ I I (74.99EP) I O
Z7
CPA
\ 0+60.07 16.50'R ��� i I
\\ � 75.20 TRC % I I I RD.STA AND NAMITY STARTING
INTERSECTION 12 20' COMMON DRIVEWAY. SEE DETAIL ON SHEET C3.1.
I \ 75.17 TRC a I I I W
aia
\ a'a -bld 0+51.03 16.50'L � I � �
es I r;l I SAW CUT EXISTING ASPHALT A MINIMUM OF 2 FT. REPAIR ASPHALT PER
75.22SW I I I 75.00FG i 13 SDP 06. AND ACHD SUPPLEMENTAL DRAWINGS SD-301, SD-303 AND O
3 III I o
(75.08EP) j CONNECT TO EXISTING CURB, GUTTER, SIDEWALK AND ASPHALT.
CONTRAC
OR TO FIELD VERIFY ELEVATIONS
i
14 I " III 14 DIISCREPATNCIES OCCUR,CO ACT ENGINEER BOFORECORD FOR PO
RE TENTIAL
iON. IF
� 0+00 1 1 75.04FG I RE-DESIGN.
I
FL II1
I I I
/ 75.04 CL 1 1
i 74.96 TRC 0+00.07 16.50'R (75. 5EP)
O PROTECT IN PLACE GRAVITY IRRIGATION PIPE.
5.07FG
� 0+00 16.50'L o 74.96 TRC 75.15SW 7 � I 15 � Z
!I lil I i � Q
WARRICK PHASE 1 16 SAW CUT AMITY ROAD AT EXISTING DRIVE WAY. REPAIR PER ISPWC AND
ACHD SUPPLEMENTAL DRAWING SD-301, SD-303 AND SD-806.
NOTE:
1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%
WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD
CL-MADRIGAL-COLUSA PROFILE SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO
THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE M
5+15+00 4+00 3+00 2+00 1 +00 0+00 COLORED 'TRAFFIC YELLOW' N
2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS
CL
LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE
SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA N
TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC z o 0
SPECIFICATION AND A COPY OF THE COMPACTION TESTS. w
3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 64-28 FIVE INCHES
o of
(5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH G") MIX, LLB N co I vi a
PG 58-28 TWO AND A HALF INCHES (2.5") THICK 00 N
10 CL
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR z N o I Y
VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS - °O
5. SIDEWALK ELEVATIONS ALONG E. AMITY RD. MUST MATCH CENTERLINE ELEVATIONS OR BE C7 R oN IN
a
WITHIN t0.5 FEET OF CENTERLINE ELEVATION. z N CD z Y o of N
26HO 26HO 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND iz o ; o M
o a' OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. _
�N U m Q
O
M CD m FINISHED GRADE o r- rn U
m o
i
LLJ
N N O z Y
oN Plans Are Accepted For Public � = Q J
Cl U C11 L.L. C)
-0.40% M
0.40% Street Construction
0.54% By stamping and signing the improvement plans, the Registered
_ _ _ 0.40% �S�O NA F�
2675 - - - 2675 Engineer ensures the District that the plans conform to all District `,1ST c
- _ _ - - - - - - - - policies and standards. Variances or waivers must be specifically
' - - - and previously approved by the District in writing. Acceptance of the
- - improvement plans by the District does not relieve the Registered 941 2
EXISTING GRADE
Engineer of these responsibilities. 04/02/20
BY DATE �tiq D S OF
K
ADA COUNTY HIGHWAY DISTRICT
SHEET
2670 2670
5+15+00 4+00 3+00 2+00 1 +00 0+00 C3 . 0
LO
00
Ln
i
N
I
O
O
00
� z
0
FOR PAVEMENT REPAIR: MINOR ARTERIAL ROADWAYS SHALL ~ >
BE SP-3, 0.50 INCH ( ") MIX, PG 64-28 FIVE INCEHES Q W
(5") THICK. w
P/L
48'-0" z
13'-0" 35'-0" rrJn
V
DROUGHT TOLERANT PLANT SPECIES Q
AND/OR ASTM C-33 WINDOWS IN INVERT. ,
BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. J ° O
Q
EXISTING AMITY ROAD 3.00' 1.00' 5'-6" 2'-O" 5'-6" VARIES 5'-0" 1.00
4:7 �' i% =III=
�111=I" CONCRETE SIDEWALK (TYP) PER ISPWC AND V W
6" OF 3/4" GRAVEL ACHD SUPPLEMENTAL SD-709. SIDEWALK z
SHOULDER ELEVATION MUST MATCH CENTERLINE ^ O
o ELEVATION OF THE ROAD, OR BE t0.5 FEET v
GRAVEL SHOULDER FROM CENTERLINE ELEVATION. C�
TO CONTINUE TO BOTTOM
PER ACHD DETAIL SD-05. Q
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF BARROW DITCH STORAGE CAPACITY
GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE SEE PLAN VIEW FOR 2.00' IS 10.31 CF PER LENGTH FOOT. w
BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY SAND WIDOW LENGTHS. �y
AND/OR IF IT IS HIGHER THAN ANTICIPATED SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. LL
PER THE SOILS REPORT BY MTI DATED MAY 10, 2018. IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, O
GROUND WATER WAS FOUND DOWN TO DEPTHS OF 9.9 CLEAN PITRUN CAN BE USED AS BACKFILL.
FT. MTI RECOMMENDS THAT BASED ON TEST PITS, w Q
GROUNDWATER DEPTHS VERY FROM FT TO 10.3 FT. 00
AMITY ROAD + BARROW DITCH m
PERCOLATION RATES VERY ACROSS SITES AND A � N
PERCOLATION RATE OF 4"/ HR WILL BE USED FOR 1
DESIGN Scale: NOT TO SCALE
Q
Q C 0
W
W �
ROW ROW
38'—O"
5'-6" 16'-6" 16'-6" 5'-6„
14'-6" 14'-6"
:1 SAX 12°' 12" y G�
�' ME
SCOp cUT SLOPE 2.00% SLOPE 2.00% SHOP
1 MqX cUT
W
14" - PIT RUN 12" MIN FLAT LANDING BEHIND
4" - 3/4" MINUS SIDEWALK (TYP.) BOTH SIDES.
12" MIN FLAT LANDING BEHIND CRUSHED GRAVEL
SIDEWALK (TYP.) BOTH SIDES. CONCRETE SIDEWALK (TYP)
PER ISPWC AND ACHD SUP. W
LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") DRAWING SD-709. W
MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK STANDARD ROLLED CURB & GUTTER
PER ISPWC AND ACHD SUP.
SD-702
2 33' TYPICAL STREET SECTION U-)
Scale: NOT TO SCALE
M
N
2
d
N
N
P L 5' EP 20'-0" EP z o Y
N
W =D oUj
cn �p I cn wa
�W 00
L ~
a
I
— 00 C, Cr U
LLJ of af
-SLOPE 1.75% MAX FG ON LOTS z Cn CD Ow C, �i a
FG ON LOTS n Z `` Y
(LOT 5 BLK 1) '� , o M
a
;I o N
LANDSCAPE LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH o
MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK w
PLACE 10" MIN. OF 3/4" ROAD MIX. Plans Are Accepted For Public Q w < w
00� � �
o v o LL_ o
COMPACTED TO 95% DENSITY. Street Construction
ALL SEWER CLEANOUTS AND By stamping and signing the improvement plans, the Registered SRO NA L F
WATER METERS IN THIS COMMON NATIVE MATERIAL COMPACTED Engineer ensures the District that the plans conform to all District 5 ,1ST tiC
DRIVEWAY TO BE TRAFFIC RATED. TO 95% DENSITY. policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
20FT COMMON DRIVEWAY SECTION improvement plans by the District does not relieve the Registered 9412
3 Scale: NOT TO SCALE Engineer of these responsibilities. 04/02/20
C, OF
BY DATE tiq�S oK
ADA COUNTY HIGHWAY DISTRICT
SHEET
C3 . 1
Lo
00
AMITY ROAD Lo
I - - - - - - - - - - - - N v-
I I N
- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - -
- - - _ - - - W E C'7
� I — - - - - - - - _ _ — - -_ _- - - — - - O
00
o
I � �
1 BLOCK 1 0 30' 60' Q
0 � W
I � aid aid Id -aid T z
SCALE 1" = 30' J
0 J � o
O 4 3 2 Q Co m 0
I 0 0 O U o=o 0
WATER METER LEGEND
Ire r
3/4" DOUBLE METER SERVICE. z o
I I (PER CITY OF MERIDIAN STANDARD DRAWING W-1) v
I
I 3/4" SINGLE METER SERVICE. o o
I O d (PER CITY OF MERIDIAN STANDARD DRAWING W-2) O
m U
IU CENTER OF WATER METER TO BE 2' BEHIND o 0
OBACK OF SIDEWALK (TYPICAL). O U
LL
I (= a NOTE: w D o
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER m
Z I METERS AND WATERWORKS BRASS BE ANSI/NSF 61 U o
lLd
1J J I CERTIFIED.
O W - M A
Q T W 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER Q
- I E. MADRIGAL ST. = I ALL OTHER WATER LINES NEED 4' OF COVER. 0 0
I LINE A - -
I
U o
7172 SEE SHEET C4.1 o
a
I 3
PIR p
I 10 BLOCK 3
NOTE
I CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS.
O LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL
- - - - 0 NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS.
I } } I
I I
CK 3
a N o
- - - - 0 SEWER LEGEND o
o �
o
0 EXISTING 48" DIAMETER SEWER MANHOLE
I 0
PROTECT IN PLACE I EXISTING 8" SEWER MAIN W
EXISTING 18" GIRR - -
FROM PHASE 1 12 • NEW 48" DIAMETER SEWER MANHOLE
IS NEW 8" SEWER MAIN
I O I
} NEW 4" SEWER SERVICE
u; IA 4" SEWER SERVICE LABEL
a _ STA: 6+82 STA: = SEWER MAIN STATIONING
43.0' L
N INV. 27.48 43.0' L OR R = LENGTH OF 4"
a U SERVICE LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = 4" SEWER SERVICE DEPTH
tz
m vi 10 FEET BEHIND PROPERTY LINE.
Lu
2 Z I
J M
N
0 =
M
Lu
cncn
Y
rn c�
I O WN I ow
Now M
a
o w - co o � �
O N �
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J
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I I I
CD a-
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v w
15 }
0 � C� � Li-- �
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I �pNA�
G 1ST
9412
I04/02/20
I 16 pyq o S oKri
SHEET
1
WARRICK PHASE 1 I C4 . 0
Lo
00
Lo
N w WATER METER LEGEND N
Z 3/4" DOUBLE METER SERVICE. co
E (PER CITY OF MERIDIAN STANDARD DRAWING W-1)
C)
U 3/4" SINGLE METER SERVICE. 00 &i
S m N (PER CITY OF MERIDIAN STANDARD DRAWING W-2) � 0
co
CENTER OF WATER METER TO BE 2' BEHIND Q W
0 30' 60' 0 30' 60' BACK OF SIDEWALK (TYPICAL). w Qf
NOTE: z
SCALE 1" = 30' 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER J
SCALE 1" = 30' METERS AND WATERWORKS BRASS BE ANSI NSF 61
±64 LF 8" WATER MAIN + �cq o' + o o + :o + �� ^ �� v "'I CERTIFIED. / V
ai + o + C.
IN �I I" �I I� I� �I
_ o �,�, Z 4 ��,� z 4 ��z I�z ��> ��� 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER
7 "' - 2 ALL OTHER WATER LINES NEED 4' OF COVER. ^ O
I� �I 2 2 t' v J
clf
"Z Ld
5 4 3 J _
4 _u 3: I 2 I I I f247 LF 8" WATER MAIN I I I N Q
• STA: 2+61.77 N SSMH 5 I I 1 I 1 I T_ WATER KEYNOTES U
OVERHEAD POWER POLES = 1
TO BE REMOVED STA: 2+85.02 EXISTING SSMH 4 W W
W yy W W STA: 0+00.00 N REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" z Z
2 00o W - Q Ol WATER MAIN. SAVE BLOW-OFF ASSEMBLY FOR FUTURE O
N (/) 1 4 3 - 4 N 4 4 4 I 4 I USE. V Z
STA: 2+49 N �S. COLUSA AVE. 3 v�n
8 22.5' L - � `� co s s Si Y O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
o + � + w 2+ p2 4 2+00 LINE B 4 1+00 0 0 V STANDARD DRAWING W-8 O
INV. 71.41 IQ N jl 4 IQ b�I Io coI 4 Q Z
I�z
2 2 N 2 Q INSTALL 111 U
6 3 1-8"x6" MJxFLG
t129 LF 8" WATER MAIN 2 1 I I O 1-6" GATE VALVE FLGxMJ O Q
- -� 1 Q �J c+n MI J cn T�Jo cn'TK
!�& I
II O POTABLE/NON POTABLE CROSSING w
� SEE WATER NOTES 2&3 ON SHEET C1.0.Lu 0 C, O
I 00
, + � �_1 0 + N I I SA: 9 I +
22.3' L M 0 P
LINV. 71.�12 4 0 4 4 � NMJ
m N
N Ze INSTALL 8" 45' BEND L�
SSMH 2 E. MADRIGAL ST. Y I C
STA: 1+82.61 s s
4 4 1+00 LINE A 0 0 I
EXI STIAGO OOH00 3 I L_L_I W
5 f44 LF 8" WATER MAIN I
PIR I SEWER LEGEND
SEE THIS SHEET I ll�\\��
I� Ol 8 I O EXISTING 48" DIAMETER SEWER MANHOLE
IEXISTING 8" SEWER MAIN
Q
_Aia�__ 1 t I • NEW 48" DIAMETER SEWER MANHOLE
s NEW 8" SEWER MAIN W
- - - - - - - - - - - - - - NEW 4" SEWER SERVICE m
STA: 6+82 4" SEWER SERVICE LABEL O
.0 L STA: = SEWER MAIN STATIONING
- 43
LININV. ' L 43.0' L OR R = LENGTH OF 4"
�.
SERVICE LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
Q
LINE A PROFILE LINE B PROFILE W
2+62 2+00 1 +00 0+00 2+85 2+00 1 +00 0+00 SEWER KEYNOTES z Q
2680 2680 2680 2680
NOTE: r CONNECT NEW 8" SEWER MAIN TO EXISTING SEWER MANHOLE.
NOTE: 1.) ALL SEWER PIPE LENGTHS ARE FROM O EXISTING 8" SEWER INVERT 2664.75'.
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. CONTRACTOR TO FIELD VERIFY ELEVATION. IF DISCREPANCIES OCCUR CONTACT
FACE OF MANHOLE TO FACE OF MANHOLE. ENGINEER OF RECORD FOR REDESIGN. W W
2.) SEWER MANHOLES TO BE CONCENTRIC FINISHED GROUND
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO 3
AND ARE TO BE INSTALLED WITH NO SUMPS. O SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% W
FINISHED GROUND SUMPS. SLOPE 10 FEET BEHIND SIDEWALK.
267 675 2675 _ _ _ _ _ - - �675 3 INSTALL 4" SEWER SERVICE TO EXISTING SEWER MAIN. 8"
_ _ - - - - - - - - - - - - _ - - - - - - co 0
co SEWER MAIN INVERT ELEVATION CALCULATED AT 2667.44'
- - - - - - - - - - I EXISING GROUND I I
EXISTING GROUND a I I I I M
z
I I I I O4 INSTALL 4" SEWER SERVICE WITH C-900. Q
8" WATER MAIN I =
a
II _ N
4 I I CONNECT NEW 8" SEWER MAIN TO EXISTING SEWER MANHOLE. z a o
8" WATER MAIN I 4 I O EXISTING 8" SEWER INVERT 2666.61'. w rn
75.16 LF " 4 2670 2670 CONTRACTOR TO FIELD VERIFY ELEVATION. IF DISCREPANCIES OCCUR CONTACT rn �
2670 j 2670 I I LL! N Ckf
w
ENGINEER OF RECORD FOR REDESIGN.
a
�00
5 I I W N � �
48"0 SSMH 3 I I 281.02 LF 8" SEWER @ 0.84% I I o o"
2+61.77 LINE A-SWR 48"0 SSMH 2 leg 6j I I o
RIM 2676.9t 1+82.61 LINE A-SWR 48"0 SSMH 5 I 3
4" IN 2670.38-N RIM 2675.9f L 8 SfWfR 1 I I 2+85.02 LINE B-SWR I OTE LL! N _ "' �'
Z li Y O N
W O U O t
8" OUT 2670.04-S 8" IN 2669.58-N 2'65q I I 41MIN 266931-W rN
ONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION CD m N
8" OUT 2669.48-E I I r Q
8" OUT 2668.97-S FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. V m o
VERTICAL SCALE I VERTICAL SCALE LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL z L o
2665665 2665 0 3' 6' 48"0 EXISTING SSMH 4 2665 NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS.
0 3' 6' 0+00.00 LINE B-SWR < = Q w
RIM 2676.7f ~ J
8" IN 2666.61-N Cl v o LL- o
8" OUT 2666.51-S
SCALE 1" = 3' 48"0 EXISTING SSMH 1 SCALE 1" = 3' SRO N A F
0+00.00 LINE A-SWR 5 G\S T tiG,
RIM 2674.9t
8" IN 2664.75-W
8" OUT 2664.65-E
9412
2660 2660 2660 2660 04/02/20
2+62 2+00 1+00 0+00 2+85 2+00 1 +00 0+00 �N o s OKIN`���P
SHEET
C4 . 1
Lo
00
AMITY ROAD Lo
N
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - -
- E C'7
`7 - - - - O
— — — - o_
1 BLOCK 1 0 30' 60' a
O O w
aId aid Id aId z
SCALE 1" = 30' J
0
O J � o
O O O O STREET LIGHT NOTES: U
N m Q
� 0
TYPE 2 STREET LIGHTS SHALL BE INSTALLED r I�
AT LOCATIONS SHOWN IN PLAN v
z_
V
C)
LU m
OI 0 U o
I I I I LL
I I ® m 0
N W
E. MADRIGAL ST. I = I Q 0
I s U I s
L W
Q U�
3
PIR p
O STREET LIGHT
�_ 10 TYPE 2 BLOCK 3
53622C
O
} I
I I
CK3
O I �
PROTECT IN PLACE A
EXISTING 18" GIRR
FROM PHASE 1 W
12
� I �
O
Lil I A
Q
R'
N
a 13 00
M
g - — - N
O a
I
STREET LIGHT N
TYPE 2 0 3
N
I 53622C UJ �
14 W �00
W N I w
� a
I A � Nol MY
U 'w O N W
O Q W N Q
J
=jj W O U O O�
m aId L N z
CD
V CD
�2 m
m o
w o
z Y
15 w
O N � =LLJ Q
D J
O U D LL c:)
f I 10 s
N A
OI Co G1ST V�l
I �
9412 w
I 04/02/20
C,STATE
�0S. K1
SHEET
MRRICK PHASE 1 i 4 . 2
GI-' tF00
(75.20EG) I ---- AMITY RD
T-26+ ,2 26+00 25+00 24+00 - - -2 +07- - N V_
Q N
- -- - - -- - - -
2675 __ -_ - __ - - - - - - - --------- -- - --- - - - _
II - - - -----------------G----- ---------- - W E
00
(74.7I EG) i i ; b 75.25FG - - s '
� z
2 I I I I 1\�i \ m W
jl II I 1 0 30' 60' W
(74.75EG)�
I I i
li 74.65FG 76.56FG 75.60FG 75.35FG (75.08EG) SCALE 1" = 30' J
I I I
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o
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KEYNOTES: Q o =
I o r ,
o o INSTALL 5' SIDEWALK PER ISPWC SD-709. SEE U N
AMITY ROAD DETAIL ON SHEET C3.1. SIDEWALK
ELEVATION MUST MATCH CENTERLINE ELEVATION OF �Il
I �I THE ROAD, OR BE WITH IN t0.5' FROM (D
2.03%
I I �� /' I ^ CENTERLINE ELEVATION. z W
I I II 74.47FG 7\06FG 77.06FG O
11
76.21FG 75.96FG 75.22FG
2 PROTECT IN PLACE GRAVITY IRRIGATION PIPE. r n (�
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I I I I 1 Q
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(74.81 EG)
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Lu M
W 0
BACK OF SIDEWALK U N
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E. MADRIGAL ST. PAL
/ 50.0' MIN, VARIES-SEE PLAN VARIES-SEE PLAN Q C 0
(74.76Ed)
1 I I LW
I 74.38FG
II I 152% � W
II
76.06FG 0.00% GRADE
SCOPE
1.40% �gRIES
I l i 11 j i I'I 75.95SW I (74 MEG)
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j
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I
(74.70EG) ry LOT GRADING DETAIL
I 1\ f f
Ii it ;74.35FG �\ 76.23SW I
76.31SW 2.02%
/ 1\
Al (74.26EG) I
I C14
I
74.49FG i 1.71% /' 76.44SW /-
1311
76.51SW
2.01%
(74.49EG) Q
I
(75.AG)/ I ol
N 4
/ I i 74.77FG �� 1.64% i / c7 N
76.64SW 1 /
i I III �\---2674-' �� C 76.72SW
IiII D 1.94%
2 III y (74.7 G)
11111 I <
m
II� I 0
II
75.43[G) a
75.10FG 1.53% 76.84SW
N I
N
z o
�I 76.92SWcy
I III 1.9 % ~ cfla'
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rn �
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(74.84EG) -- - z Q ITT ¢
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2.29% o a
74.47FG 77. I}I 04SW /-- CD
1 I I I .\ / r2 m
I
77.12SW Cc
1.97% /
(75.20EG)
1
o v o L__ o
NA L
(74.90EC�) I 2675- Co °\S T FtiG,
I
1
Ij I 174.52FG/ 3.06� 77.11 SW
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0.99 04/02/20
II I I (75.40EG) 111,q
1 � 77.03SW C',S, TE of \OP �P
I
111 I I cos. KIN��
J 1 II I
(75.26EGI 11
I SHEET
I ( 5.$5 Gl
11 76.90SW l
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Lo
00
Lo
AMITY RD N
co
Q w
5 I 2 t313 LF 6" PIRR 0 30' 60' W
1
Z
aId ald Id ald SCALE 1" = 30' J
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rTE: rQ
ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW U N
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. r O O O
3 I 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW v W
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF z
RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
INSPECTIONS.
3 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND V U Z
g OWNED BY NEW YORK IRRIGATION DISTRICT. Q ::::�> O
O
mLL
e
PRESSURE IRRIGATION KEYNOTES m Lu O
I � N
I I �
Q 1O CONNECT TO EXISTING 6" PI MAIN. Z Q
— - � a Q O O
E. MADRIGAL ST. I Y — 2 INSTALL 6" 90' BEND W/THRUST BLOCK
U W
INSTALL TYPICAL LOT SERVICES PER NEW YORK IRRIGATION
STANDARD DRAWING IRRIG-02.
F±500
TYPICAL LOT SERVICES INSTALLED IN PREVIOUS PHASE.
4 PIR 4CONTRACTOR TO ENSURE SERVICE IS INSTALLED AND IN
WORKING CONDITION AND MARKED TO THE SURFACE
PROPERLY.
LF 6" PIRR 4 O
5 PROTECT IN PLACE GRAVITY IRRIGATION PIPE.
f f �
I O
a to
3 — — - -
---0 4 �
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4 c0
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9412
3 — — 4 04/02/20
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SHEET
WARRICK PHASE 'I C6 . 0