CC - Laurels Townhomes Subdivision - Construction Set - 1_19 LO
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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 CITY OF MERIDIAN SUPPLEMENTAL N
SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF E OVER_LAND y'
MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL > �� I
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. Q 00
HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A � CO
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 { w z
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC T � O
4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). j cn
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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 PROJECT WITHOUT TWENTY FOUR (24) HOUR 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) Y'.CD +g W :: i W
PRIOR NOTICE. FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF ° w
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER cn a
6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). U o 01- Z
CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. O w ; -
4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE J CD SITE J J
7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN cn Q
OF ASPHALT PAVING. (18) INCHES ABOVE THE TOP OF THE PIPE. ° Q w -
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8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.
RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. C) C)6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND J
9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. Q U
�... . U 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION Q_
SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. > 0
CITY OF MERIDIAN 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND - v Q
ROADWAY
( ) MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. Z
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM v
ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. ;p
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. Q W
3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE w O
PUBLIC RIGHT-OF-WAY. DRAINAGE 0
1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION' BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL 'i. O = Q Q
TIMES. E VICTORY RD _ L.L
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2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. -- - m
3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE N C
PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. (_0
ROADWAY(ACHD) USE ONE OF THE FOLLOWING NOTES DEPENDING ON WHETHER A SOILS REPORT IS SUBMITTED TO PUBLIC WORKS: -VICINTY MAP-
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, WITHOUT A SOILS OR GEOTECHNICAL REPORT: -NTS- W E 0
AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 4A. THE CONTRACTOR SHALL EXCAVATE A MINIMUM OF ONE TEST HOLE TO DETERMINE IF IMPERMEABLE LAYERS OR GROUNDWATER EXIST WITHIN 4 FEET OF W N
PROPOSED BOTTOM OF DRAINAGE FACILITY. CONTACT THE ENGINEER FOR REVISED BEDS IF EITHER CONDITION IS FOUND. CONTACT MERIDIAN PUBLIC WORKS
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR FOR INSPECTION OF TEST HOLE PRIOR TO BACKFILL. L (-
ADDITIONAL COMPENSATION. S
WITH A SOILS OR GEOTECHNICAL REPORT:
3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. 4. 4B. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER Q
FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY
4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.
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 SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER.
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. - SHEET INDEX -
8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT.
9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C1.0 LEGEND, GENERAL NOTES & VICINITY MAP 0
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. 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 HYDRANT. C2.O FINAL PLAT Q
11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. C3.0 ALLEY EAST/WEST - PLAN AND PROFILE
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 AND THE ADA COUNTY HIGHWAY DISTRICT C3.1 LAURELS STREET - PLAN AND PROFILE W
SUPPLEMENTAL STANDARD SPECIFICATIONS. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK C4.0 UTILITY PLAN �
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING O
14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284.
CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL.
15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 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 TRENCHING OPERATIONS.
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. W
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 THE CENTER OR EDGE OF A TRAVEL LANE. O
5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT U
WATER MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR.
6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS
REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ACHD STANDARD REQUIREMENTS cn
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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 NECESSARY FOR A POTABLE WATER 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND
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 STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR z
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY o
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- cc o z
USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ). W a, o
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5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. Z o n 0
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6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z = � w v ^ o
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7. WATER AND FIRE SERVICE SHALL BOTH HAVE A BACK FLOW PREVENTION DEVICE INSTALLED AT THE POINT OF ENTRY INTO THE BUILDING. W � C) Y
APPLICANT / DEVELOPER
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NORTHSIDE MANAGMENT V m o
SEWER SCOTT NORIYUKI U
106 N 6TH ST. SUITE #207 Q w
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION (�>W IDIAN -- APPROVED FOR BOISE, ID 83702 0 U o � o
NOTE NO. 1. i o a H o 208-230-1202
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 CONSTRUCTION �S\oNAL Fti
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 - BENCH MARKS - These plans and/or specifications have been reviewed for G1STE Gl/
THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). compliance with Meridian City Standards and Specifcations.
NAVD 88 DATUM Plans Are Accepted For Public �
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND This review does not relieve the owner, engineer, or contractor
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 TBM#1 ELEV 2653.32 of the responsibility to design and/or construct those facilities Street Construction 41 2
PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SOUTH SIDE OF DEVELOPMENT. in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements, By stamping and signing the improvement plans, the Registered 01/17/17
� SITUATED ON NORTH SIDE OF BLUE s o
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). specifications, orders or approvals, all of which the City retains Engineer ensures the District that the plans conform to all District C, Tg7, a�
TICK ST. CHISLED X IN BACK OF the right to enforce. Inconsistencies not noted by City staff shall policies and standards. Variances or waivers must be specifically yq E O_ \� �\P
5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, SIDEWALK not be construed as approved unless specifically addressed and previously approved by the District in writing. Acceptance of the S. KIND
INCLUDING SERVICE LINES AND FITTINGS. in writing by the City. Any proposed revision to these plans must improvement plans by the District does not relieve the Registered
6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION be submitted for review and compliance with the Meridian City Engineer of these responsibilities. SHEET
PRIOR TO FINAL ACCEPTANCE OF THE SEWER. Standards and Specifications before said revision is constructed.
7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. Name Date BY DATE C 1 ■ O
ADA COUNTY HIGHWAY DISTRICT
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PLAT SHOWING Q W
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LA URELS TO WNHOUSES SUBDI VISION wz
A RESUBDIVISION OF LOT 1 , BLOCK 4, GRAMERCY SUBDIVISION NO.1 J
LOCATED IN THE SW 1 /4 OF THE NE 1 /4 OF SECTION 20,
T.3N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO -1 L O
2017 CD
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1 4 5 17 BASIS OF BEARING z I-L >-
N89'46'02"E 2656.88' E. OVERLAND RD. S 17 S 1 fi 2 10 40 (�
S 20 534.87' 2122.01' S 20 S 21 0 5 20 60 rr nn
CP&F 103135427 CP&F 103135428 �0 _ V W
SCALE. 1 = 20 Fn � O
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LEGEND 0�
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FOUND BRASS CAP MONUMENT
to � Q
E. GOLDSTONE ST. w FOUND 1/2" IRON PIN PLS 4431 w O
_ - - - - - - - - a REPLACED WITH 5/8" IRON PIN
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WITH PLASTIC CAP PLS 7729
N N C) • SET 1/2" IRON PIN WITH CAP Q
_ S89 35'56"E 281.00' 0 CALCULATED POINT U
G� �C4 12.fi0' 22.50' -22.50'- 22.50�F22-75(� T5.0 1'- 22.50' 22.5Q' 22.50' 22.50' 54.59' --- -- --- SUBDIVISION BOUNDARY LINEL3- ---- ---- -- -- -- ------ ------- -----_- __ T5.85' L7 T� i - - - - - - SECTION LINE I-L_I
BLIOCk 1 I LOT LINE Q
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a o v o 0 a 0 0 a p �n EASEMENT LINE SEE NOTE lO
°' cn a o o a o 0 0o a i ACHD PERMANENT EASEMENT
{ 25' 1 1 o oo �' o cv `° 1 --- -- -� - -
f i co n INSTR. NO XXXXXXXXXX.
a � o � on o � o � � oV o � �Q � � ,3
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RIGHT-OF-WAY LINE
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I cv cv cv cv cv cy I cv �, nr ;v ty 0 1 CENTERLINE
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to z z z z z z N z I 1 LOT NO.
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K) L5 22.60' 22.50' 22.50' - -22.50' - - 22.49' 25.00'' 22.50' - -22.50' - f 22.50' - 22.50'� 14.75' G13 5 0 3, I rn NOTES:
w 1 1- i S89'35'56'E 242.34' w 1
Oa w p a io 3 1} DEVELOPMENT OF THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING
J * �o E. CENTERFIELD ST. 0 � REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING
B F S89'35'56"E 241.36' C (n p I PERMIT.
UQ icV L_L5_ _ --- 22.50'_ 22.50'- _22.50'_ __22.50' __,24.99' _ _22.50' - 22-- - --- - ---- 13-77'----_C6 2 i11 z I v 2} MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE
. � 2 i T - T� �- �- F C7 N AT THE TIME OF ISSUANCE OF ANY BUILDING PERMIT. ALL LOT, PARCEL AND TRACT SIZES SHALL
MEET DIMENSIONAL STANDARDS ESTABLISHED IN THE ZONING ORDINANCE.
4CKI 2 ui j 3} THE BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES
ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION. Q
i g a a a O b I 4 a 4} ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS
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x IN EFFECT AT THE TIME OF RESUBDIVISION.
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2 3 3 3 3 3 101 w ^ w w ,,, w `� ' BLOCK 3
0 cn _ - z 0 r (D ,Q z 11 14 a, 5} THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805
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a a v o 0 tv N N cv cy C4 0 CONCERNING IRRIGATION WATER. THE OWNER HAS COMPLIED WITH IDAHO CODE SECTION
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- N N cv N N N N N Piz I 31-3805(1B). IRRIGATION WATER 15 PROVIDED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT AND
1 25' i (n a 0 0 0 a a a a a o 0 I THE OWNERS OF LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM THE
V) (n U) N N cn z z z z z IRRIGATION DISTRICT.
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6) MAINTENANCE OF ANY IRRIGATION OR IRRIGATION DRAINAGE PIPE OR DITCH CROSSING A LOT
1 IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
♦�• 6.50' _ L8 I IRRIGATION/DRAINAGE DISTRICT.
N44'35'56"W �I �--- ------ ------- ------- ------ ---r--T-- ------- -_---- ------ ------- ------ --_--
28.28' 18.00' 22.5O' 22.50' - 22.50' 22.50'_ .OL 22.50' -22.50' -22.50'- 22.50'- L1 �-�O L9 - 51 42 - L2 7] THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH
-' STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
1 N89'35'56"W 286.00' - BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT
;n THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE cn
i N N THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT o
THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY
E. BLUE TICK ST. WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY C, o i
- - - - - - - - - - - AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEROF". ' N
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LINE TABLE 8) THIS PLAT IS SUBJECT TO THE TERMS AND CONDITIONS OF A DEVELOPMENT AGREEMENT o z
RECORDED ON APRIL 11. 2012 AS INSTRUMENT NO. 112033247, FIRST ADDENDUM TO DEVELOPMENT uj
"'UNE LENGTH BEARING CURVE TABLE AGREEMENT RECORDED ON OCTOBER 17, 2012 A5 INSTRUMENT NO. 112107771, A DEVELOPMENT � 0
AGREEMENT RE-RECORDED ON OCTOBER 25, 2012 AS INSTRUMENT NO. 11 211 081 6, AND SECOND z U' o i o
L1 9.78 S89'35'56'E ADDENDUM TO DEVELOPMENT AGREEMENT RECORDED ON OCTOBER 3, 2013 AS INSTRUMENT NO. w - °O o 0
CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA 113111796. OFFICIAL RECORDS OF ADA COUNTY, IDAHO. �o Y ~
L2 2.09 S89'35'56"E z "' CD z v `N' 0 i
Cl 25.00 39.27 35.35 545'24'04"W 89'59'52" p 9} LOTS 1, 7 AND 13, BLOCK 1 AND LOTS 1, 7 AND 13, BLOCK 2 ARE COMMON LOTS WHICH w o
L3 2.95 S89'35'56"E C2 18.00 15.96 15.44 Nfi4'11'45"W 50'48'23" SF S(r SHALL BE OWNED AND MAINTAINED BY LAURELS TOWNHOUSES SUBDIVISION OWNERS ASSOCIATION. oo a o n
L4 18.12 S77'11'17"E 'c �2 C° o Z
C3 18.00 16.12 15.58 N64'44'56"E 51'18-15" p � 10) EXISTING 10.0' WIDE PERMANENT PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, U m Q o
af 0 7 7 2 9 IRRIGATION AND LOT DRAINAGE EASEMENT AND EXISTING 30' WIDE PRIVATE DRIVEWAY, PUBLIC w
L5 15.02 N 89'03'28"W a x z
C4 25.00 10.29 10.21 S78'36'44"W 23'34'32" UTILITY, IRRIGATION AND MERIDIAN CITY SANITARY SEWER AND WATER EASEMENT PER GRAMERCY
SUBDIVISION NO. 1 PLAT FILED IN BOOK 99, OF PLATS AT PAGES 12619-12622, OFFICIAL Q w i- w
Lfi 15.42 S87'29'S4"W C5 25.00 28.98 27.39 S33'36'48"W 66'24'52" N1 r� 1 P RECORDS OF ADA COUNTY, IDAHO. � = Q J
L7 5.44 N64'28'57"W �'P�c TF OF �°�.�4� � � � � �
C6 18.00 10.34 10.20 N73'08'49"W 32'54'14" GpRY G.
C¢
LS 5A3 S63'30'25"W C7 18.00 5.62 5.60 N47'44'36"W 17'54'09" SHEET 1 OF 3
L9 6.21 S8759'22"W C8 18.00 9.19 9.09 N75'46'30"E 29*15'08"
L10 8.29 S66'14'44"wIDAHO 1450 E. WATERTOWER ST.
C9 18.00 6.93 6.89 7N50-07-22"E 22'03'07" SUITE 130
SURVEY MERIDIAN, IDAHO 83642
PH. (208)846-8570
7 31 = GROUP, P.C. FAX(208)884-5399
mouses (2115 �.cca;^de Tapc) 16-�85�d�r^�P:�t�Laurels Fowr�nor:ies... ubdivisio� PLAT ,6--C$5.tlw ,/W7/2C!1 10�. 5
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MERIDIAN,ID 83642
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•(2653.20EG) + cNo "' "' '� "' o � c" Lri ^ � o N N N N °° KEYNOTES j m
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° N N N
0+44.38 8.00'L d° ° e e 5 I e e O INSTALL 4' WIDE VALLEY GUTTER PER ISPWC AND ACHD z
a 53.63 TRC — — ACID ROW I 5 °— — - fir, 00 d SUPPLEMENTAL DRAWING SD-708. r— W
�S 0 1 o V
1 0.48% % CD 2 INSTALL 5FT SIDEWALK PER ISPWC AND ACHD V
1 4 5 0.48% 3 ALLEY 0.48% O SUPPLEMENTAL DRAWING SD 709. — O O O
d 0+00 (2653.64EG) _ 1+00 0 C3 52.15LIP
e — _ _ _ _ 2+00 _ — _ _ 3 00 P 3+1 .06 0 O O
° 1-1
8 1 4 6 5 T— Cn
6 T 3 6 6 52.22LIP ,q INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD L1J O
0.47% 0.47%
I R — 0�47% _ 0 64% 0 O THIS PAGE.
DRAWING SD-712E TYPE "G1". SEE NOTE
6 O
— 0+44.56 8.00'R ACHD ROW 5 ° e ° d e N I a N N TAPER EXISTING 20.5 FT BACK TO BACK ENTRANCE TO O = Q
1 1 1 53.63 TRC ° 5 — — — — - M O4 16 FT BACK TO BACK OVER FIRST 11 FT OF NEW L.L
e a m ° ALLEY. w Q
� r o CE C W
O O O O O o 0 0 0 0 0 0 o r
° ( 653. 1 G) N c) n o o n c� (� p O
e c..) o' d rY o O o o O O o o A O
o - ao co oo ao U INSTALL SIGN THAT STATES "NO PARKING". PLACE AT 45'
o o m m 41 5 ANGLE FACING ONCOMING TRAFFIC.
00 F
CA M O) - N O O O 6) - O n a0 n - r n n n O O .—
e° CO r O) c0 O) � //
r M O M n r'') O M N r'") ^ N O N N N Ln N n N N n (n
cfl to 00 O M n O N N c0 00
M O+ O+ O+ + + + + + + + + + N ") EXISTING PRESSURE IRRIGATION MAIN RUNS THROUGH
1 + N N N N N n + C) PROPERTY. CONTRACTOR TO PROTECT IRRIGATION MAIN,
d o
rn
N U ° AND ANY ASSOCIATED VALVES, IN PLACE. PRESSURE N
I � .
IRRIGATION MAIN MAY BE SHALLOW AND MAY REQUIRE
a' I e TO BE MOVED TO A LOWER ELEVATION. CONTRACTOR TO
N 24.00' FIELD VERIFY DEPTH OF PRESSURE IRRIGATION MAIN O
d 2 BEFORE CONSTRUCTION.
N d e
° °i r o+ 32. 0' O
1 ° III O1 O O O O O O O O 10 11 12 13 1 � 7 INSTALL 30" STOP SIGN PER MUTCD STANDARD R1-1.
Cn
will ° I 1 °d SAWCUT EXISTING ASPHALT A MINIMUM OF 2 FT.
�1 � O REPAIR PER ISPWC AND ACHD SUPPLEMENTAL DRAWING
I I hI SD-301, SD-303. AND SD-806.
0
d 1 I BLOCK 2 BLOCK 2 0 Cn
�1 ! al
rNOTE:LL PEDESTRIAN FACILITIES SHALL HAVE A AXIMUM CROSS SLOPE OF LESS THAN 2% W
WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS
SHALL HAVE TRUNCATED DOMES PER ACHD
SUPPLEMENTAL STANDARD DRAWING SD-712.
DOMES SHALL BE RIGID INSERTS WET-SET INTO O
THE CONCRETE (CONCRETE STAMP AND ADHESIVE
ALLEY EAST-WEST PROFILE MATS NOT ALLOWED) AND SHALL BE COLORED U� O
0+00 1+00 2+00 3+00 3+14 'TRAFFIC YELLOW.
2. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS
2660 2660 LOCATED WITHIN CURRENT OR FUTURE RIGHT OF O O
WAY SHALL BE EXCAVATED TO NATIVE MATERIAL
LAND BACKFILLED WITH STRUCTURAL MATERIAL PER
ISPWC. W
O O
EXISTING GRADE 3+00.06 J \
2655 o N GB 2652.18 VG �' 2655
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FINISHED GRADE Q LET o o
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2650 2650 z
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Plans Are Accepted For Public
Street Construction 5 ,\o NA L F,yc
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically 9412
and previously approved by the District in writing. Acceptance of the 01/17/17
improvement plans by the District does not relieve the Registered s o
Engineer of these responsibilities. 0 TATE of MVP, P
y�'DS. KIN���
BY DATE
2645 2645 ADA COUNTY HIGHWAY DISTRICT SHEET
0+00 1+00 2+00 3+00 3+14
C3 . 0
L0
00
EXISTING CATCH BASINS, SAND AND GREASE TRAP AND SEEPAGE TRENCH W LO
INSTALLED WITH "GRAMERCY SUB NO.1" IN ORDER TO CATCH FUTURE r
STORM DRAIN WATER FROM THIS LOT.
� � N
co
aS O
00
6 00 �� (IS 6
—
N 0 20' 40'
Cn
72
o oM o SD g SD o w Q w
a N ci<n ao CC14
j� _ N _ LU
6 CO N —
+ + 41 �
TO SCALE 1 20'2Jwn
BL4
A— 411KEYNOTES5 0.50% 13 0.50% 7 RELOCATED EXISTING CATCH BASIN TO NEW LOCATION IN J ONEW CURB RETURN. GRATE ELEV AT 51.73'. 15" INV AT o o 48.05'.
2+1 .8 2 0 I— — — - - Q
0 1+09.05 +00 � 04 to I 0400 W
1+96.04 14 r' `" "'52.38 CL g (265 .79 G)
LAURELS ST 14 INSTALL NEW STORM DRAIN MANHOLE PER ISPWC AND
11 N
51.99 CL I 0.45% 0.50% 0.50% 0 0.50% I I o ACHD SUPPLEMENTAL DRAWING SD-612. INSTALL t1.5
�� O LF 15" SDR-35 FROM CATCH BASIN INTO MANHOLE. 15" Q
12 90 INV AT 48.04 ze
° O O INSTALL t4.5 LF 15" SDR-35 AT 0.15% SLOPE,
cli
8 V
15 \ / ° CONNECTING TWO NEW MANHOLES. v
° � v o ACHD ROW v 15 0 11 ACHD ROW 10 o a ° 12 CONNECT TO EXISTING 15" STORM DRAIN PIPE WITH NEW Q
CN I MANHOLE PER ISPWC AND ACHD SUPPLEMENTAL p CD
SD-612. EXISTING INVERT AT 48.03. W
rn i O a rn w ° O CONTRACTOR TO FIELD VERIFY EXISTING INVERT, IF O
11 � �' v °a b �; N O ci w w
DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT U U
° I _+ ± a ° 00
SEE SHEET C3.0 e + ��� I o °° ENGINEER IMMEDIATELY. O
ROW 32' ROW AP I a ° v REMOVE EXISTING EASTERN CURB RETURN AND INSTALL O
q = Q
' I ° I °a i 5 NEW CURB RETURN IN ORDER TO MAKE ENTRANCE TO
O LAURELS ST 24 FT BACK TO BACK. EXISTING PED RAMP w Q
24' t4' 0" v I ° v� a I °a WILL ALSO NEED TO BE REMOVED. 00
N I INSTALL NEW PEDESTRIAN RAMP PER ISPWC AND ACHD C)
1' 5'-0" 12'-0" 12'-0" 2' 2' 2' v _�� ° va c STANDARD DRAWING SD-712C TYPE "C3". SEE NOTE
THIS SHEET. BECAUSE OF NEW PEDESTRIAN RAMP Q
10'-0" 10'-0" U
I a I m LOCATION, A NEW 5FT SIDEWALK TO BE INSTALLED PER
ISPWC AND ACHD SUPPLEMENT DRAWING SD-709 TO 0
3.1 0�� $ I ° v ° CONNECT EXISTING DETACHED SIDEWALKS AND NEW PED N
SCUT �:1MPX I o I v ��
�, RAMP. W
S(�pf -- SLOPE 2.00% SLOPE 2.00% SCOPE I O v a I I a O I v SAWCUT EXISTING VALLEY GUTTER AS NECESSARY IN W
�1 MPX E� I m I ORDER TO EXTEND EXISTING VALLEY GUTTER TO MATCH
LILL
NEW CURB RETURN ENTRANCE. VALLEY GUTTER TO
EXISITNG 5FT SIDEWALK a ° F- RETAIN EXISTING FLOW PATTERN. VALLEY GUTTER TO BE
2.5" OF ASPHALT 10" OF 6" I v I ° EXTENDED AND INSTALLED PER ISPWC AND ACHD
PAVEMENT MINUS PIT RUN EXTEND BASE MATERIALS ° 1 I ° a °O
5FT CONCRETE SIDEWALK 6" BEHIND CURB (TYP) a + SUPPLEMENTAL DRAWING SD-708.
4" OF 3/4" MINUS i
PER ISPWC AND ACHD VERTICLE CURB AND GUTTER I I ° v °
TO
SUPPLEMENTAL SD-709 CRUSHED GRAVEL PER ACHD SUPPLEMENTAL SD-701. + n ° _ v° ° a RELOCATE EXISTING POWER UTILITIES IN ORDER L
I i' I O8 INSTALL SIDEWALK AND MOVE UTILITIES OUT OF LOT(TYP)
LINE.
1 LAURELS STREET SECTION
O INSTALL PED RAMP PER ISPWC AND ACHD STANDARD
Scale: NOT TO SCALE DRAWING SD-712D TYPE "C2". SEE NOTE THIS SHEET.
10 INSTALL 30" STOP SIGN PER MUTCD STANDARD R1-1.
ROW 20. ROW
A' INSTALL SIGNS THAT STATE "NO PARKING" AT 45' ANGLE W
16' 1 1 FACING TOWARD ONCOMING TRAFFIC.
PROTECT IN PLACE EXISTING CURB RETURN AND PED L�
2' 8'-0" 8'-0" 2' LAURELS ST PROFILE 12 RAMP. INSTALL 5FT WIDE SIDEWALK PER ISPWC AND (� O
ACHD SUPPLEMENTAL SD-709 IN ORDER TO CONNECT
6'-0" 6'-0" 2+1$ 2+00 1 +00 0+00 EXISTING PED RAMP AND NEW SIDEWALK.
3.1 MqXUT M 2660 2660 PROTECT IN PLACE EXISTING PRESSURE IRRIGATION MAIN.
PE PRESSURE IRRIGATION MAIN MAY BE SHALLOW AND MAY W
�:1
�QOE SLOPE 2.00% SLOPE 2.00% S�0
13REQUIRE
RELOCATION
LOWER CONTRACTOR TOVERIFY PRESSURESURE IRRIGATION MAIN
F3 1 MqX�•. F �� CUT DEPTH BEFORE CONSTRUCTION.
2.5" OF ASPHALT 10" OF 6" SAWCUT EXISTING PAVEMENT A MINIMUM OF 2 FT. Q Z
4" OF 3/4" MINUS PAVEMENT MINUS PIT RUN EXTEND BASE MATERIALS 1 4 REPAIR ASPHALT PER ISPWC AND ACHD SUPPLEMENTAL
CRUSHED GRAVEL ROLLED CURB AND GUTTER 6" BEHIND CURB (TYP) DRAWING SD-301, SD-303, AND SD-806.
PER ACHD SUPPLEMENTAL SD-702.
16' TYPICAL ALLEY SECTION 15 ROLLED CURB.UENDTVERTICITIARANS OLNCURBMATELOTAINEURB TO
2
Scale: NOT TO SCALE �``�
2655 sJ�,�� 00 CM 2655
�x Cq
I :(V
EXISTING GRADE o°�° +� (OTE'
<? — — + — — — _ _ M . ALL PEDESTRIAN FACILITIES, INCLUDING o
rn i '- — — `" SIDEWALKS, SHALL HAVE A MAXIMUM CROSS
Y
±N — — SLOPE OF LESS THAN 2% WITHOUT DEVIATION. a
ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED z w
m / _ CD
DOMES PER ACHD SUPPLEMENTAL STANDARD ft-ftft w M o
/ -0.45% DRAWING SD-712. DOMES SHALL BE RIGID � o z
INSERTS WET-SET INTO THE CONCRETE aj
N
-0.45% (CONCRETE STAMP AND ADHESIVE MATS NOT 0
— — — ALLOWED) AND SHALL BE COLORED 'TRAFFIC Z w 1 g
o
FINISHED GRADE YELLOW' U1 Q w oN Y ^ a o
2. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS N CD Z N ^ a
LOCATED WITHIN CURRENT OR FUTURE RIGHT OF Z _
WAY SHALL BE EXCAVATED TO NATIVE MATERIAL LLI `�' �_ >
2650 2650 AND BACKFILLED WITH STRUCTURAL MATERIAL PER CD
o
ISPWC. V M o g
m CD
LO
Ld
z z
�
= Q w
~ J
C1 U C) L.L Cl
\0 NA L F�
G\STE c
Plans Are Accepted For Public
Street Construction 9412
By stamping and signing the improvement plans, the Registered s 01/17/17 0
Engineer ensures the District that the plans conform to all District C' rq re of\oP� P
2645 2645 Policies and standards. Variances or waivers must be specifically O S. KMN
2+� $ 2+QQ +QQ 0+00 and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered SHEET
Engineer of these responsibilities.
BY DATE C3 . 1
ADA COUNTY HIGHWAY DISTRICT
° ° L O
° ° a L
—A
N (�
° d 'n
W W W W Vr'
° 0 20' 40'
SANITARY SEWER MH 2 E N
RIM=2652.76 e ° —
8"INV=2642.44 d _ 1 —
SCALE 1" = 20' C'1
O
d 8fS 8SS 8SS 8S 8SS 8SS 8SS S O
°
IN TALL ±44.5 LF 4" SDR— I I I I 0?
° d d ° " ° d ° d ° d ° ° d° d
Al Q O
d ° d s ° d 3 s d d ° Q ° s ds Q ° ° ° ° d ° WATER METER LEGEND
JT I JT 3 J 3 JT 3 JT — (PER SD-W1 & W2) Q Nw
° ° LL
4 fi 4 — — — — 4 4 3 ° I 3/4" DOUBLE METER SERVICE. W
,--� —�/ — — — — — �- �--� ,a� — — — — — — —
��� 5 ( 5 Y 4 ( 5 Y I — � ° d 3/4" SINGLE METER SERVICE. z
Q i NOTE:
THE CITY OF MERIDIAN REQUIRES THAT ALL
°I d WATER METERS AND WATERWORKS BRASS BE 0
SS O I BLOCK 1 BLOCK 1 I ANSI/NSF 61 CERTIFIED. J
d ° O O
I I I d J
SANITARY SEWER MH I I I "'Al
1 Q U
RIM=2653.04 ° I I 0 0 0 0 0 s0 10 11 12 13 1 111,
d WATER KEYNOTES 0 W
8"INV=2642.95 e
I dl REMOVE EXISTING BLOWOFF AND CONNECT TOEXISTING 8" WATER V
VALVE. IN T CONTRACTOR TOLOCATION AND Z "
° COORDINATE INSTALLATION WITH CITY OF —
a i MERIDIAN. W
m O POTABLE/NONPOTABLE CROSSINGS. SEE v
d N d ■ I ° I ° O 2 WATER NOTES 2 & 3 ON COVER SHEET. Q
J I ° P d W O
° °° p e d ° ° ° ° ° ° ° Q d ° A °° °° P � O3 INSTALL 8" 45° ELBOW. w 0
Q I > ° ° ° d d ° d ° d ° ° Q ° ° d ° N
° ° °d Qd °d d , ° °° d ° ° JA
° ° d Li
e d d ° ° ° d d ° ° ° e e° ° d O O
e d e d e °
d ° d ° ° e ° ° dFA ° ° °° -° ° ° d ° UT
° d 3
I SEWER KEYNOTES w C/� Q
_ I W w w I � ° 0
w I CONNECT TO EXISTING SEWER MAIN. AND
Q I
INSTAL t236.5 LF 8" WATER — — — e INSTALL NEW 4" SEWER LINE. CONTRACTOR
1 ALLEY 2 O TO FIELD VERIFY LINE AND GRADE OF MAIN. Q
p IR IP I IF DISCREPANCIES OCCUR CONTACT
ENGINEER OF RECORD.
d ° ° d L
p ° d d ° ° °° d ° ° d d d d ° p
ems _ W N
(n p — — — — — a c SAWCUT ROAD AS NECESSARY IN ORDER TO
V) I I Q ° d ° ° a ° d Q IN d e ° Q O INSTALL SEWER SERVICE. PROTECT IN PLACE
00 ° d < ° d ° 30' R VaATE DRIVE & ° ° d 8 p ° °
° ° d ° d° ° ° e UJI I EASEMEINfT ° p ° ° ° p d ° d ° a ° NSTALL ±44.5 LFe " TE O ANY EXISTING UTILITIES.
d d e Q
d d °
d° ° I ° e E d 8 P ° ° d ° P° ° d d P ° ■ CA 3 INSTALL 4" SEWER CLEANOUT AND MARK TO �
■ O SURFACE
3
d I ° cn CUT EXISTING SEWER SERVICE AND INSTALL
---f—10.0'
JTALL t50 LF 8" WATER O CLEAN OUT IN ORDER CENTER SEWER
I °d
SSERVICE ERVICE. INTO LOT IN WHICH NEEDS
°
30' PRIVATE DRI IE dl d° O INSTALL t7 LF 4" SDR-35 SEWER SERVICE
UTILITY EASE EN I ° LINE AT 2.00% SLOPE.
cn
1 2 3 4 5 6 7 8 9 10 11 12 13 I 1
° ° I I I I °° O LINE 2.00% SLOPE.DR-35 SEWER SERVICE
I I
e BLOCK 2 I INSTALL ±13 LF 4" SDR-35 SEWER SERVICE
Q BLOCK 2 10' UT LIT EASEM NT ALONG 1 d 7 LINE AT 2.00% SLOPE.
I \ ALL ROAD FRONT GE �
d o ° I Q
5 ° I °° �
— _ - - - —
—I — PIRR KEYNOTES
JT m g � I 3 3 T JT 3 I J
° d ° Cn ° Q
d I I — CONNECT TO EXISTING PRESSURE IRRIGATION
2 d 2 ° ° d Q ° ° ° ° ° ° ° $ °d d d ° ° ° d ° e 44 d ° ° ° ° ❑1 MAIN AND INSTALL PRESSURE IRRIGATION
d ° d SERVICE. SEE DETAIL THIS SHEET.
STORM DRAIN MH ° co I I I I W W
INSTALL ±44.5 LF 4" SDR-35�I I I I ry INSTALL ±44.5 LF 4" SDR-35
15"PVC(S)INV=2650.40 I SEWER SERVICE @ 2.00% SLOPE I I I 2 �� SEWER SERVICE @ 2.00% SLOPE
15"PVC(E)INV=2650.40
SD '� ' SID — SD SD SD S SD SD NOTE:
TI O 8SS ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE
O 8S 1 S J L — 1 8SS 8SS O ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE
PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000
SANITARY SEWER MH ° OF THE ACHD POLICY MANUAL.
RIM=2654.37 d Q 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE
° d ° ♦ ° ° ° d ° dd A ° ° Q ° d d ° ° A ° ° PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE
8"INV=2644.25 ° d V e d d ° ° V e d ° p ° d ° ° ° d
ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS. cn
° 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%
Qd ° SANITARY SEWER MH OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE
SANITARY SEWER MH THE ENTIRE ROADWAY SURFACE.
RIM=2652.88
RIM=2653.15 o i
8"INV=2645.98 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO z cn
8"INV=2645.45 ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH w 1511
1 3" SDR 21" PVC RISER (EXTEND 18" ABOVER GROUND) OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR cfl o z
EDGE OF A TRAVEL LANE. Uj
4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF 3" x 4" x 6" CINDER BLOCK (OR EQUAL) THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD (10 o °I o
INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME w — °O
CD O 4" x 3/4" SADDLE MINIMUM IS CRITICAL FACTOR. a- w Y ,� 3:
O13 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED Z Cnn CD w
4 a
4 " MAIN LINE MINIMUM 10 12 IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. ; o "' Y
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE CDo = r
O 3/4" POLY PIPE 200 PSI I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL CDm z
STANDARDS FOR ASPHALT REPAIR PER SD-301, SD-303 AND V o
O 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 11 SD-806. m o i
w �
O 3/4" BASS COMP. COUPLINGS ��\!�` �� >� = Q J
O8 3 4" BRASS CURB STOP 1 �L%WE IDIAN� APPROVED FOR o U o w o
/ IDAHO
O ROCK CHIPS 3 � 8 CONSTRUCTION AQJ
These plans and/or specifications have been reviewed for 4 com liance with Meridian Cit Standards and S ecifcations.3" FEMALE ADD. P Y p 6 This review does not relieve the owner, engineer, or contractor
LOCATOR WIRE 2 of the responsibility to design and/or construct those facilities
g in compliance with all current applicable federal, state and local
12 3" PVC PLUG laws, rules, regulations, ordinances, development agreements, 01 17 17
specifications, orders or approvals, all of which the City retains sTq P'- 0
13 MARKER STEEL "T" POST the right to enforce. Inconsistencies not noted by City staff shall C'yq rE OF ��
not be construed as approved unless specifically addressed S. KIND
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City SHEET
TYPICAL SERVICE DETAIL Standards and Specifications before said revision is constructed.
1 Scale: NOT TO SCALE Name Date
C4 . 0