HomeMy WebLinkAboutPZ - Public Utility Plan L0
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GENERAL DRAINAGE 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. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION �
HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL AND THE PROJECT ENGINEER. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE CY)
BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE i
DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. 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 W. McMILLAN RD. O
DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS
FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o o c z0
STREET LIGHTING o CD
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. W Q w
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE Z Z i U
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. : o w
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SRE 7
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT L
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. J
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE E. USTICK RD.
AND ASSOCIATED WIRING. 0
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING J
AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER J
SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. METERS. Q O
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN U
(C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS
DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. C�
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL Z
BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CHERRY LN. _
WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. CD M _
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10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK W
MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY
ENGINEER. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING O Q
CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. VAC I N I TY MAP N U_ � o
2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY w E
WATER EQUIPMENT DURING TRENCHING OPERATIONS. m
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. -NTS- s C� W
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 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE
WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. LLI
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT - SHEET INDEX -
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 MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR.
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W
(IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). ("Ci-o GENERAL NOTES & VICINITY MAP Uf
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 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 ROADWAY(ACHD) C3.0 N. VENABLE LN. 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). 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. C3.1 SETTLER'S PARK DR. PLAN & PROFILE
NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE
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 DISTRICT. C3.2 STREET AND DRAINAGE DETAILS
BEDS, DRAINAGE SWALES). 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION C4.0 MASTER UTILITY, WATER AND PI PLAN
SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER C4.1 SEWER LINE A WATER PLAN & PROFILE
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER.
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 RINGS, MANHOLE RINGS AND LIDS.
SEWER 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE
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
SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. ENGINEER DEVELOPER SURVEYOR L-LI
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS SANITARY SEWER STORM DRAIN AND IRRIGATION SHALL BE A MINIMUM OF 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK CK-ENGINEERING BRIGHTON DEVELOPEMENT L� U
( ) IDAHO SURVEY GROUP =
CHAD KINKELA ZAC MEYERS ON BEHALF 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 WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. MIKE 1300 E. STATE ST, SUITE 102 ALTURAS HOMES BYRNS P.L.S.
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. 1450 EAGLE, ID 83616 2929 W. NAVIGATOR DR. STE 400 E. WATERTOWER
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58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). MERIDIAN, ID 83642 � C�d �
9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 208-639-1992 MERIDIAN, ID 83642 208-846-8570
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 CHAD@CK-ENGINEERS.COM 208-378-4000
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. W
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING 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
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 HYDRANT. O LLI
THEWASTEWATER RULES (IDAPA 58.01.16). 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD - BENCH MARKS - U o
INSPECTOR.
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., 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 NAVD 88 DATUM
SEEPAGE BEDS, DRAINAGE SWALES). AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS.
CONTROL POINT: 1" COPPER DISK
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
STANDARD DRAWINGS: (LATEST EDITION) NORTHING: 10777.44'
ROADWAY (CITY OF MERIDIAN) 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES FASTING: 5003.26'
AT 208-387-6284. ELEVATION: 2687.07
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING
LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. PAVEMENT MARKINGS. o
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2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. Z o
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ACHD STANDARD REQUIREMENTS Z Cc
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1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND O LLB -oMo M w w
PRESSURE IRRIGATION STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR z N o
DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY Q L o NEn
DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- 50 Cnn ID w o 1-11) -0
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. w oz Q � 0 0 0
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2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE mCD
MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. V � m o
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NVOM IDAMD Plans Are Accepted For Public
Design Street Construction O 2
941-r
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By stamping and signing the improvement plans, the Registered 0 541 2Engineer ensures the District that the plans conform to all District 61 °
policies and standards. Variances or waivers must be specifically C' AOFand previously approved by the District in writing. Acceptance of the �DS. K1improvement plans by the District does not relieve the Registered O
Engineer of these responsibilities. Z SHEET
BY DATE
ADA COUNTY HIGHWAY DISTRICT C 1 - 0
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SCALE 1" = 30' 00
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II III I SEE SHEET C3.1 _0 �� - - INSTALL NEW SDCB #1 - PER ISPWC AND ACHD SUPPLEMENTAL J
ST. LUKES I� I �� �-'�� N N D m FUTURE O DRAWING SD-604A. 2578.25' NC. INSTALL WITHIN EXISTING SD
'� 1► I FUTURE SITE �' I M w M M Z SETTLERS PARK I 1,. PIPE. (Q100=1.03CFS, Q25=0.74CFS) -
`, W w TOWNHOMES $
U) I I I ❑ I ^ >y > ^ \\\ J 1 i'� �• PROTECT IN PLACE EXISTING ACHD STORM DRAIN SAND AND GREASE J
(79. 9 -S ) N N J J J J N M LL M M J J J \\ J J O U O /�' O TRAP. J
I U> U N U N U N U N U U U N U N Ic.,-,
N U \ N U N U cV
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� ^ U N M I : O) O M c0 O N LO O � /N o? o 0 0 o g o 0 og o 0 0 0 + o� o �i PROTECT IN PLACE EXISTING ACHD SEEPAGE BED. SEEPAGE BED
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aj O o0 u-> o0 o o0 u-> o� ai rn o rn u-) O o u-), o p oLo ^ ^ + ^ + ^ + ^ $ + ^ ono ^ n ^ + ^ + + \ + _ + °� `D LINEWORK IS FOR REPRESENTATION OF EXISTING BED. ACTUAL �n C�
i S 10 0 3 "' o N N 7 R20.00 ± \\ ^�� o O DIMENSIONS AND DEPTH UNKNOWN. RECORD DRAWINGS WERE NOT V
I i ald 2 a14 ald 'ard ald --- ABLE TO BE OBTAINED. z
2578 fCD
1 2 �� 78.73LIP I ------ - _ (80.33LIP) O INSTALL 4FT VALLEY GUTTER PER ISPWC STANDARD DRAWING SD-708. M
6 - _ -_ 4 ao o ^ ao _____--_--- ------------ - r SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT IN ORDER TO CONNECT
cD OJ O} CD N cD} N ^ c0 ^ M r7 __-- N
� I NI NI �; NI NI co 4 78.89LIP �} - - - - - - - - - - � ; - - - - - - - -� _ ��,�, - - - - - - - - - - - - - - N' `�� TO EXISTING ASPHALT. CONTRACTOR TO SAWCUT AND REPAIR PER -
I �I (80.56SC) 7+00 ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD301, SD-303, AND
0+00 - 1- I _ _ 1+00 2+00 Q Q 3+00 (79.13SC)(79.40SC) 4+00 (79.63SC) (79.84SC) +00 __= -o (80.04SC) (80.25SC)�+00 (80.54SC) O
- - - - - - - - - - - _+co ,I SD-806. ALL PAVEMENT MATCHES WITHIN ACHD ROW TO MATCH
(79.63CL) (78.62CL) �(78.36CL) (78.32CL) (78.47CL) (78.69CL) (78.85CL) (78.98CL) (79.19CL) (79.52CL) (79.78CL) (0.61f�)_;, \` (80.42CL) (80.65CL) (80.73CL) EXISTING STREET PAVEMENT OR FOR COLLECTOR (SEE NOTES), LJJ
°O 5 WHICHEVER IS GREATER.
N. VENABLE LN. 5 3+20.67 5 --___
- - 5 N 79.04 CLI O Q
CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO LL
FIELD VERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF
__-- ----- '� O DISCRPANCIES OCCUR, CONTRACTOR TO CONTACT ENGINEER OF LLJ
A
-' m M RECORD FOR REDESIGN. REMOVE AND REUSE ANY EXISTING m
I BARRICADES. U� W
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0 11 O INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL LJ-
N O DRAWINGS SD-712 AND SD-712A.
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+
o O8 RELOCATED OR INSTALL "NO PARKING" SIGNS PER MUTCD STANDARDS. L L I
O INSTALL NEW STREET LIGHT
g STREET LIGHT TO BE TYPE 1
STREET LIGHT NUMBER TO BE #XXXXXC
1 0 INSTALL STOP SIGN PER MUTCD STANDARDS.
1 1 EXISTING STREET LIGHT.
ROW rL NOTE: �
29.00'
1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% W
WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD
13.38' 15.62' 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 Q
COLORED 'TRAFFIC YELLOW' Q
2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS
LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE
SAWCUT LINE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA L L I
3.7 6.38' 7.00' 2 VARIES SEE PLAN VARIES TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATION AND A COPY OF THE COMPACTION TESTS.
S�OpEAX CST 1.75% 2.00% 3. COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH (J") MIX, PG-64-28 THREE INCHES (3")
VARIES SEE PLAN N VENABLE LN. THICK, AS A MINIMUM WITH 4" OF 4" BASE AND 20" OF 6" MINUS PIT RUN.
�:� MPX CUB 4 PRIOR TO PLACEMENT VERIFICATION LI PAVEMENTF ANY MARKINGS TA INSPECTIONCT ACHD CATION OF COMPLIANCE WITH POLICY ANDE EXISTING MARKINGS. FOR
SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND
MIN V LEVEL » OBTAIN A NO-CHARGE RIGHT OF WAY PERMIT.
LANDING ON EACH
END OF SIDEWALK7 OR MATCH EXISTING,
7' ATTACHED SIDEWALKS PER 20"-6" MINUS PITRUN WHICH EVER SECTION IS LARGER
ISPWC SUPPLEMENTAL 4"-3/4" ROAD MIX
DRAWING SD-709
3"-ASPHALT cn
VERTICAL CURB PER ISPWC SP-3, 0.50 INCH (Y2") MIX, PG-64-28.
SUPPLEMENTAL DRAWING SD-701. SEE NOTE 3 THIS SHEET
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Plans Are Accepted For Public O
Street Construction U 55\O Fti
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By stamping and signing the improvement plans, the Registered L.L 1P
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically 0 9412
and previously approved by the District in writing. Acceptance of the L.L. 5/02/22
improvement plans by the District does not relieve the Registered 61 °
Engineer of these responsibilities. �'DS. KIN���P
BY DATE 0
ADA COUNTY HIGHWAY DISTRICT Z SHEET
C3 . 0
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W E C'I
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SCALE 1 = 30 Q
COMMUNITY I I 0
CENTER I I
FUTURE I I 1 1 , I (79.52CL S
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- - - - - - - I SETTLERS PARK I I 1 A I co
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BUILDING �4 TOWNHOMES BUILDING B5 I I� BUILDING B6 i co 01 ( 9.40SC) W
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FEfT L
_ I a j I o I o I I � Plfo ,C) - I o I INSTALL NEW SDCB #2 - PER ISPWC AND ACHD SUPPLEMENTAL z
I o I I I I o I I � � p `� UQ CO i 18 F41�807.
I i O1 DRAWING SD-604A. 2576.04' NC. 12" INVERT OUT = 2572.85'. J
1 �� m w / O ,' N PLAZA �, I I I3SC / PIPE. (Q100=1.92CFS)
1 m d 3+83.64 16.504- co 'R73+14.62 13.50'R o o6 3+01.54 16.50'R °r° a' 79.02NC �' 'n °' �' I 1 ) v
C) : 1 00 79.33NC rn + r7 ^ , I / Q
s o rn 77.87 NC 78.24 NC + 78.31 NC 1 1+85.19 16.50'R ± 78.87LIP o+ o o ' INSTALL t5.5LF 12" SDR-35 ® 0.22% INVERT MANHOLE a,d M a,d 78.79 NC ± - _ - 78.59LIP = a,d , I (79i 9CL 1 "
$ 1 / I O2 SDCB #2 2572.85'. INVERT AT SAND AND GREASE TRAP #5mj I2572.83'.4 I � � •78.56LIP 78.89LIP
r ``t �� i i INSTALL 3-1500 GAL SAND AND GREASE TRAPS #1 FOR U C)
3 i o o PAR 3+90.44 77.50LIP 3+74.11 3+01.54 1+85.19 78.68LIP --Q,52% 0+94.53 0+52 0+35.63 1
78.66 CL 6 79.13 CL 79.35 CL 79.15 CL 1 I I SETTLERS PARK DR., FUTURE TOWNHOMES DRIVELANES, PARKING,
n U o emu, 77.79 CL 78.18 CL o o SETTLERS PARK DR. �� 78.77LIP �� b b I 1 I O SIDEWALKS, AND OF BUILDING ROOF AREAS. SEE DETAILS ON
I co s 77.70 CL_ - _ ��i _ _ o (I�^
00 2 I �, ~� 3+00 M � - I - �\ - 1+00��� M _ y , 0 i SHEET C3.2. v
o so. 4+00 77.44LIP 77.54LIP! 77.74LIP 77.84LIP ���� 7 78.50LIP 78.70LIP 78.78LIP� 78.73LIP \ / 0+00 1
O 0 1 10 / � r- 7 77.58LIP 78.66LIP 0.06% \ I l i�g 79.04 CL \ - rzn C)
O O / 7. \69, O 1 (78.98CL INSTALL t19LF 12" SDR-35 ® 0.22%. STUBBED INVERT - V M
2.06% 4+14.54 6 �� 87%o O 2572.88'. INVERT AT SAND AND GREASE TRAP #5 2572.83'. Q
76.04NC p7m75.68LIP= o 77.57 CL 77.70LIP 78.54LIP 6 _
� 76.04LIP / o0 0. �, - � ,•'� ^� - - J - - - - - - - - � - - - - - J �� ,�� - - 8 1 - - - - / 9 R20.00 Q (�
1 1.28% 5+00.65 0 - - - J o 1 I I
:'76.10NC J c.) U? o - T c� c� 11 I O INSTALL PRIVATE STORM DRAIN POND #1. SEE DETAILS ON SHEET
76.03LIP o 1.29% 76.22LIP 77.10 CL s M_ i _ U b U , I 12% C3 2 ui
o b 77.62LIP'
�� �, � r�i 78.81 LIP � r�i � 1 � " 5
4E
j co 77.84LIP �_ 78.58LIP o 0 11 �
78.07NC N o rn 0O 79.02TVC 00
o 78.35NC w 79.32TVC `D N "' s1� ` c., N o
5 .55 5+41.08 �- o + � 5�� � Lo + + ^ 10 "' "' O
5+75.52 rn A o 2 m rn / +
'1 I 76.58 CL ✓ 's + + + �b + / o + I I o I 1 LL
6 � � c-> o. rn 3+74.11 13.50'L r•-� �� -' I � � o / o I U � I 6 INSTALL 4FT VALLEY GUTTER PER ISPWC STANDARD DRAWING SD-708.
11.02% 76.24LIP r 77.90 NC I m
091% �� 1 I o (78.85CL li
- J 76.11LIP I �� s `� i r - - - - - - 1 / I I � 'n44% I � W
Nc 8�9 _ o --\ �s ST. LUKES I 11 / I I I o " i O7 INSTALL NEW STREET LIGHT
o I I 1
- - - - 75.84LIP 76.12LIP o - �- __ 25�6 ���� `, FUTURE SITE ��,� I I i w ;
76.33NC c� o ® �\ - - - - I z II INSTALL MIDBLOCK PEDESTRIAN RAMPS PER ISPWC SUPPLEMENTAL
76.75NC ® ® ® ® ® ® I I I > 1 O DRAWING SD-712F.
co
O \ LL_J
U-)
SEE SHEET C3.0
INSTALL STOP SIGN PER MUTCD STANDARDS.
10 INSTALL MONITORING WELL PER ISPWC SUPPLEMENTAL DRAWING SD-627.
1 1 INSTALL STREET NAME SIGN PER MUTCD STANDARDS.
� W
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 O
SETTLERS PARK D R PROFILE SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO
5+89 5+00 4+00 3+00 2+00 1 +00 S� 0+00 THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE
COLORED 'TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS TO BE PER ISPWC STANDARD DRAWING
F SD-712A, UNLESS OTHERWISE CALLED OUT.
F 10 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS
LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE
1�s9 s'9 SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA Z
9, p TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
0+17.63 � xopo SPECIFICATION AND A COPY OF THE COMPACTION TESTS. W Q
GB 2578.81 06� �. 3. COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG-64-28 THREE INCHES (3")
o '0 M oo Po U-) CDTHICK, AS A MINIMUM WITH 4" OF " BASE AND 20" OF 6" MINUS PIT RUN. Z
O o 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR
"o `D +, o N +,� n�06 o rl VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. FOR
rn o � +� ±N o N m O N +N o N SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND W
�^ o ,� 00 o N m m C' m o m m OBTAIN A NO-CHARGE RIGHT OF WAY PERMIT.
2580 ", �,� CD
o^ �N FINISHED GRADE °' c' 2580 5. ALL INTERIOR ROAD RADII ALONG SETTLERS PARK DRIVE ARE 15C-D ' UNLESS OTHERWISE CALLED
00 00 O +N "�N N m OUT.
o l f J O m U -
m
m " c'Lo Lo Lr� -0.52% 1.21%
ago� +r A N _ _ _ - -0230 - - - - - =0 52 1.9
0"
�, -0.41
Ln m -0.54% -0.54% -0.54% - - - - - - - - - - - - - - - - -
m
-0.5 % - - - - -
CD -0.55% _ _ _ _ _ - - - -
-1.287.
_ _ - _ EXISTING GRADE CD
- - - - - - - - - - - - -
Y
2575 2575
z � m
2" PIRR WITH Z Y
a
4" -C-900 SLEEVE O 0_
W w
o __j
Ld 0 N
W CD N N
U � aLi J "
Cn CD W Y Cl 0 o
Q O
W cn CD
W C)
V o
M m
2570 2570
r m
mo m
LLJ
VERTICALS ALE U) w
0
0 3' 6' � = Q J
Z CluoLL_ o
O NA� F
SCALE 1" = U �5 G,S T E tic
N � �
L.L �
2565 25654*
5+89 5+00 4+00 3+00 2+00 1+00 0+00 O 94 1 2
LL 5/02/22
0 rgTEOF\0P'
O �0 S. KIN��
Z SHEET
C3 . 1
Lo
N Lo
co cV
W E
s �= C'7
U ti
S O
II II V z
0 10' 20' I I O
LLJ
SCALE 1" = 10'
O 68.99' 0 LLJ
0 0 II II0
z
II II J
0 75.30TOP 76.00TOP 1 r n
0 II II
0 M Lq Q
71.55BOT 2 6� J
Oa — — — — 44.47' 71.55BOT 0 0 d3 J
O + + + + + + + + + + + 3 7 48 U� + + + + + + + + + + + + + T+ + + + + + + + + + + + + + 76.00TOP (f�
+ + + + + + + + + + + + + + 76.00TOP PIR_
+ + + + + + + + + + + + + + + II II — =) CD
+ + + + + + + + + + + + + + + + + + v
N + + + + + + + + + + + + + + + + + 71.55BOT
+ II II
+ + + + + + + + + + + + +I II II
+ + + + + + + + + + + II II uJ
+ + + + + + + + + + + + + + + + + + + + �o
II II
a + — + — + + + + + + + + + + + + + + O
U., 52.37' - v w
rn M
3. ' SETTLERS PARK DR. W
3. :1 v � �
o W II II W
II II �
Lu II II
0 N o°j0 0 '2'so W
R0"'sic rs
u�
N
�N#2
\ O u
\ O ^ N I
\\ N 71.55BOT — — �.'�\ — — — — 71.55BOT�
— —
LOW PROFILE RING HS 25 RATED STRUCTURE LID TO BE FLUSH WITH
\\ 52.92' AND COVER TYP. FINISHED SURFACE
\\ \ FG ±2576.00'
75.15TOP aId 75.75TOP\ M 2572.73'TOP
\\ I � aId
\ I I I OF CONC.
74
- - - -
1� I r - - - - -- 76.53x\ — — — — d3--
\ 20" ol Q
\\ 2572.83'
12" INV IN FROM CB#2
12" OUT TO F -i
POND #1 k6" MIN.
PRIVATE STORM DRAIN POND 1 INV. 2571.98' W W
SECTION VIEW - NTS -
W �
INSTALL 3- 1000 GAL S/G TRAP INSTALL t95SF OF 6" COBBLE FOR 2570.55' 2570.55'
0 #1. SEE DETAIL THIS SHEET. O INFILTRATION. 18" CONNECTING PIPE 18" CONNECTING PIPE
INSTALL t15LF 18" SDR-35 @ 2.87% INSTALL 1,200 SF OF SANDY LOAM 0
O2 12" INV AT S/G TRAP #1 2571.98'. O4 MATERIAL FOR THE SAND WINDOW 3-1000 GAL. SAND/GREASE TRAP 1
12" INV AT POND 2571.55'. FOR VEGETATION. - NTS - PER BMP-01
2574.65' HW
DESIGN VOLUME
2576.00' FG VREQUIRED=11,689 FT3 2575.15' FG R.O.W RAW o
PROVIDED=1 1,860 FT3 47'-0"
Y
7-0' c�
i
7'-0" 33'-0" N m
o �
16'-6" 16'-6" 1'-0" =D
UJ
BEHIND SIDEWALKMIN 1' LEVEL DING
(TYP) O W w
14'-6" 14'-6" Z cn o I N
2571.55' FG 2571.55' FG 3' G�� ui Co N N
SGOPEAX OUT MPX U J N C 4 cn
SAND WINDOW TO BE EXCAVATED INTO FREE DRAINING SOPS z �' � '1' Y Cl oI o
f- 2.00% SLOPE 2.00% SLOPE — I� Z V) U) u> o
CD
MATERIALS. IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE o ��Z = _ = I 3 LLI ' ' u o "-' z
DRAINING MATERIALS, CLEAN PITRUN CAN BE USED AS BACKFILL. BOTTOM OF MPX -1I I=1I I; —I I I—I I1= =1 Fj �qX a
SAND — m CD
FILTER SAND AREA = 1,200 SF. 2568.55' F\� - ' I I—' V Of
USE SANDY LOAM MATERIAL 8' WIDE PLANTER STRIP (TYP) 14" OF 6" °� o m
2568.51' 7 CONCRETE SIDEWALK PER /
w o
THAT WILL ALLOW FOR A PERCOLATION GW a MINUS PIT RUN z
RATE OF 2.4"/HR AND FOR VEGETATION EXTEND BASE MATERIAL ISPWC SUPPLEMENTAL Q w � w
6" BEHIND CURB (TYP) STANDARD VERTICAL CURB & GUTTER DRAWING SD-709 (TYP) Z � = Q w Ir
3" OF ASPHALT PAVEMENT
STORM DRAIN POND NOTE: PER THE GROUNDWATER MONITORING PER ISPWC SUPPLEMENTAL DRAWING SD-701 o v o w o
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET SP-3 0.50" MAX PG58-28
OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY OR IF GROUNDWATER IS HIGHER THAN REPORT BY NATURAL RESOURCE 5\p NA L F
THE EXPECTED ELEVATION. SOLUTIONS, LLC DATED OCTOBER 13, 4" OF 3q" MINUS U 5 GIST tiC
2021. GROUNDWATER IS EXPECTED CRUSHED GRAVEL
IF ROCK IS ENCOUNTERED, THE CONTRACTOR SHALL HAVE A PERCOLATION TEST PERFORMED BY THE TO BE LOCATED AT 6.50' BELOW n/
SOILS ENGINEER AFTER THE POND IS FULLY EXCAVATED. A PERCOLATION RATE OF 2.4"/ HR WILL BE EXISTING GROUND. LLLL
USED FOR DESIGN BASED ON THE SOILS REPORT DONE BY ATLAS DATED MARCH 9, 2021. IF THE PRIVATE ROAD - 4T ROW SECTION WITH 33' STREET SECTION Q 9412
PERCOLATION RATE IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY - NTS - 5 02 22
NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO LL
ACHIEVE THE REQUIRED INFILTRATION. Sr °
Cl '1TEOF �OP �P
ti
�"D)S. K1N��
PRIVATE STORM DRAIN POND 1 SECTION O
- NTS - Z SHEET
C3 . 2
Lo
N co
SEWER LEGEND o 40' 80' N
W E �
C'7
O EXISTING 48" DIAMETER SEWER MANHOLE SCALE 1" = 40'
S C)
co
EXISTING 8" SEWER MAIN
� z
• O
NEW 48" DIAMETER SEWER MANHOLE (n
PER ISPWC SD-501
WATER KEYNOTES Q W
s NEW 8" SEWER MAIN LLI �
1
Cl REMOVE EXISTING 2" BLOWOFF ASSEMBLY & CONNECT TO EXISTING 8" WATER MAIN. z
INSTALL: v
1 1 - 8" 11.25° BEND Q
� I SEWER KEYNOTES J
IINSTALL: J
I I I I I I I I I I I I I I REMOVE EXISTING CLEANOUT & CONNECT TO EXISTING 8" SEWER MAIN. INVERT ® 2564.74'. 1 - 8"x6" TEE (MJxFLG) Q
{., O CONTRACTOR TO FIELD VERIFY LINE AND GRADE. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF O 1 - 6" GATE VALVE (FLGxMJ)PUILDING C1 DUILDING C� BUILDING Al RECORD FOR REDESIGN. SEE SHEET C4.1 FOR SEWER LINE A PLAN AND PROFILE. r , O
I I 1 I I BUILDING A2 I I BUILDING A3 I I I 1 ±27 LF 6" WATER MAIN TO FIRE HYDRANT. U
I I I I 1 I I I I I I I I IN u/
5.00' I I I I I 1 I O4 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W8. z
O
a O 1 5 INSTALL: (D M
I I I 1 O 1 - 8" 22.5° BEND Il
I I UTILITY NOTES:
I I I INSTALL: 0
1 1 1. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS O 1 - 8"x8" TEE (ALL FLG) w
I 1 FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. 2 - 8" GATE VALVES (FLGxMJ) 0�//
LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL 1 - 8" FLGxMJ ADAPTER LL
1 I I NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. O Q
-IF
F] I2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS 7 INSTALL: LL
I 1 THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC O 1 - 8" 90° BEND W
+ — — — — — I I I� STANDARD DRAWING SD-403. m
I BUILDING B1 I I BUILDING B2 I (BUILDING D11 I BUILIING B3 j 1 I O INSTALL 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING
c�
I I I I I I I p -0I I W-12.
±314 LF 4" PIRR
m I I I I I I I INSTALL:
IL FLG)
_ I PRESSURE IRRIGATION KEYNOTES 0 3 - 8"xGA E VALVES 8" CROSS L(FLGxMJ) W
I I 1 - 8" FLGxMJ ADAPTER u�
I t437 LF 4" PIRR I
IFUTURE I u u I O SAODDLEPANDS;IN4" GATE VALVE.
6"X4" TAPPING
RELOCATE OR REMOVE I
SETTLERS PARK IDAHO POWER POLE. I
TOWNHOMES COORDINATE WITH O INSTALL 2" CAP AT END OF PIRR. MARK TO SURFACE FOR
IIDAHO POWER I a 11 FUTURE CONNECTION. WATER METER LEGEND,
O I 1 O3 INSTALL 4" TEE W/THRUST BLOCK.
COMMUNITY I 1.5" SINGLE METER SERVICE WITH 1.5" SERVICE LINE.
I CENTER 1 d (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
� I
a. — — — — _ I
I BUILD(NG 64 I I BUILD(NG B5 I BUILD(NG B6 I � O4 INSTALL 2" GATE VALVE W/THRUST BLOCK. NOTE:
a a I I I I I I I I 1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF SIDEWALK.
I I I I ±366 LF 4" PIRR I Q
z z I O INSTALL 4" 90° BEND W/THRUST BLOCK. 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
m m I
6 V PLAZA 3 t64 LF 2" PIRR INSTALL 4" 22.5' BEND W/THRUST BLOCK. 3. ALL WATER MAIN LINES TO BE INSTALLED WITH MIN 4' OF COVER. �
aid ld — - _ /)I O
t130 LF 4" PIRR I
t6 LF 4" PIRR 5 t30LF 8" 4 9
8 t26 LF 4" PIRR R WATER MAIN O O INSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH.
M M 2
±42 LF 4" PIRR 5 4 — — — — 1
0 0 7 6 6 SETTLERS PARK DR. 9 3
t56LF 8"_ t89LF 8" 2 O O8 INSTALL 1- 4"X2" REDUCER. —I— Q
00 WATER MAIN t198LF 8" WATER MAIN
-.. . -. f15LF 8„
5 WATER MAIN t6LF 8" WATER MAIN
INSTALL 4" C-900 SLEEVE. SEE PLAN FOR LENGTH. W
Q
t36LF 8" t50LF 8" —±51LF 8" - — — — — — — — — — — — — — — — — — — — I
10.00' WATER MAIN WATER MAIN" WATER MAIN t51 LF 8' 4 �
I t58 LF 4" PIRR WATER MAIN 1 Q
I 8 8 l t13 LF 2" PIRR
8 4 It77 LF 4" PIRR 7 rn 5 t75LF 8" 2 I
L — — 5 — WATER MAIN — — —
3 t48LF 8"
WATER MAIN I
±12 LF 2" PIRR J ® q ® ® ® ® .Q I I N
I i
/ / I a
z
I> zcn
z w rn Of
� � � 0-
WNs ,
21' UTILITY I O � �� o w
CO J
/ # / �. EASEMENT • I Z
Iwco
o04 En
O I 1
U � aJ NN �
/ `Z� RELOCATE OR REMOVE 1 w wo Cli
/ �C/ Z
�C IDAHO POWER POLE. Y o C)
o
a m
COORDINATE WITH
Gj ST. LUKES IDAHO POWERLLJ
( V m o m
/ I FUTURE SITE r/1 z �
I V� uw
Q w ~ J
� = Q
1 I o U oLL- o
1 I I O 5\o N A l F^'
�,\STE
- - - - - - I - U
- - - - - - - - - - - - - - - - - - - - - - -
I — — — CJ
- _
Z - - - - - - - - - - - - - - - - - - - - - -I�- - - - - - - - - - - - - - - - - lF - - - - - I Q 95/4021/222
LL
O'q o S 0K
W. USTICK RD. O
Z SHEET
- - - - - - - - - 4 . 0
Lo
co
i
W c
WATER METER LEGEND 0 30' 60' N
o
1.5" SINGLE METER SERVICE WITH 1.5" SERVICE LINE. O
d (PER CITY OF MERIDIAN STANDARD DRAWING W-4) SCALE 1" = 30' C)
NOTE: co (n
1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF SIDEWALK. r z
O_
2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
Q �
3. ALL WATER MAIN LINES TO BE INSTALLED WITH MIN 4' OF COVER. SEWER KEYNOTES LLI
I z
REMOVE EXISTING CLEANOUT & CONNECT TO EXISTING 8" SEWER MAIN. INVERT ® 2564.74'. J
LSSMH 1 :� . . T: . O CONTRACTOR TO FIELD VERIFY LINE AND GRADE. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF
—4 — — — — — — STA: 1+07.88 I; ;;; ;;; ,I RECORD FOR REDESIGN.
p _ _ 1+00 21' UTILITY EASEMENT —
S LINE A � � — - o- - - - - - - - - - - - - I
I - J
46 \ I I l'' ' ' ' ' ' ' ' BUILDIN A5 O2 INSTALL CLEANOUT. CALCULATED 8" INVERT 0 CLEANOUT - 2566.72'. J
CD
INSTALL t 30LF OF 6" SEWER SERVICE AT 0.50% SLOPE.
INVERT ELEVATION AT 2566.65'.
Fq I z o
0 0 0 M _
° I 0 0 0 CD
\ �46 I •
3 00 F3+29.07 FUTURE SEWER LEGEND
SSMH 2 K LINE A ::I
s SETTLERS PARK W
STA: 2+35.05 \ �� 2 TOWNHOMES OQ EXISTING 48" DIAMETER SEWER MANHOLE
p Q Q
ass EXISTING 8" SEWER MAIN w
I
ST. LUKES cnrl NEW 48" DIAMETER SEWER MANHOLE m
FUTURE SITE 3 PER ISPWC SD-501
NEW 8" SEWER MAIN LL-1
SEE SHEET C4.0 FOR WATER PLAN
W
C�
UTILITY NOTES:
rl. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONS
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.
2. AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC
STANDARD DRAWING SD-403.
W
LINE A PROFILE Q
0+25 1 +00 2+00 3+00 3+29 O
2580 2580
VERTICAL SCALE �
FINISHED GROUND
\ 0 3 6'
\ SLOPE TO EXISTING SLOPE TO EXISTING W Q
\ AT 3:1 AT 3:1
\\ SCALE 1" = 3' _ — _ _ L-L]
2575 — — _ _ _ _ — — 2575
EXISTING GROUND 4" PIRR WITH
z 8" C-900 SLEEVE
8" WATER MAIN
cn
2570 2570 0
Y
- U
(Vn /
O m
cn
32.68 LF 8" 4 92.02 LF 8" SEWER 0. 1% O W N T
W ' � � o w
SEWER ® 0.52% SEWER ® 1.00% N
? w 00
123.17 LF 8" 2
2565 — —_ _ 2565 U � a CD o N
73.21 LF 8" SEWER ® 0_52% T48"O SSMH 2 z c~n w2 SS LINE A-SWR W o uj = N N C> o 0
1 RIM 2575.5t CDT m
CD 48"O SSMH 1 8" IN 2566.34-N NOTE: U > Of
1+07.88 LINE A-SWR 6" IN 2566.51-SE 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE M m
o
RIM 2574.6t 8" OUT 2566.24-SW OF MANHOLE TO FACE OF MANHOLE. z in
8" IN 2565.01-NE Q w � w
8" OUT 2564.91-S 2.) SEWER MANHOLES TO BE ECCENTRIC AND 7 � = Q J �_
ARE TO BE INSTALLED WITH NO SUMPS. L C:) v C) _ C:)
O5\o N A L F
2560 2560 U �5 G�STE
0+25 1+00 2+00 3+00 3+29 0�
0 9412
LL 5/02/22
clyq�S o
O K IN���P
Z SHEET
C4 . 1