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HomeMy WebLinkAboutConstruction Plans 90PAN� E � C'REE3KrK � DI�V I� � ION NOM 2 BOOK , PAGE A PARCEL BEING A PORTION OF THE SE 1 /4 OF SECTION 13, TOWNSHIP 3 NORTH, RANGE 1 LEGEND WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO - - SUBDIVISION BOUNDARY - SECTION LINE 2026 - - - - - - CENTERLINE POINT OF COMMENCEMENT LOT LINE CP&F INST. - - ZERO SETBACK LINE N0. 108050251 NO CP&F INST. c 1/4 W. WALTMAN LN. 9101258 PUBLIC UTILITY, PRESSURE IRRIGATION ---------------- & LOT DRAINAGE EASEMENT LINE - - - -1/4 SECTION LINE _ - - _ - - S89'26'08'E 2642.71' - - - _ - _ _BASIS OF BEARING - - 131018 SEE NOTES 1 & 2 OTHER EASEMENT LINE AS NOTED Q FOUND BRASS CAP AS NOTED 1 < 0 SET 5/8"x24" REBAR w/PLASTIC CAP 0 SET 1/2"x24" REBAR w/PLASTIC CAP m 4 FOUND 5/8" REBAR, PLS11118 OR AS NOTED U; 104.00' N 11 LOT NUMBER S89*26'08"E 1 0' 30' 60' 120' TANNER CREEK SUBDIVISION NO. 1 - - - - -f W. RUDDY DR� W. RUDDY DR. 0 33' ACCESS - - -- BOOK___, PAGES ____ - I I SCALE: 1" = 60' o EASEMENT, INST. I BLOCK 7 S46'36'34"E j No. 2026---_--- j o 87.85' 22.04' w 2-_ - - 38 - NOTES Z 1 S89.29'30"E 47.00' a'� ss84 sf N 20' CITY OF MERIDIAN SEWER 1. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS S89'29'30"E _ _ _ _ "� 1 AND WATER EASEMENT, INST. HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, TANNER CREEK SUBDIVISION � ', SO.30'24"IN o _ N0. 2025-083864 HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) NO'33 52 E Z L - - '1 FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE m� �j 2 1 23.50' 23.50' s 25.68' 18 87' L S89'26'08"E 104.00'-JJ CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 6067 sf �• a o A47 R PUBLIC o 2�j�� N45'33'S2"E S89'26'08"E � 37 175s sf � UTILITES,2. EACH L�ANNER CRT IS EEKDESIGNATED SUBDIVISIONAS HAVING A PERMANENT EASEMENT HOMEOWNERS ASSOCIATION PRESSURE�RRGATION a Yo L - S89'29'30"E - J I of 6' `S' 17.21 23.50' 23.50' -F'S89'26'08'E 104.00'} �� AND LOT DRAINAGE OVER TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR F S89'29 30 E 170.00 =m 104.00'- - - - - _ C 60.13 01 0' 36 In ;o SUBDIVISION BOUNDARY, AND OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE 10 N S89'29'30"E W. BACKWOODS DRIVE N Z G� S89'26 08 E I �L - 41so st �JC. o LOT LINE, EXCEPT ANY ZERO SETBACK LOT LINES THEREOF.. of 3 I o _ _ _ _ = _ _ _ _ ., r' S89'26'08"E 95.80 S89'26'08'E - o, o �_ S89.29'30"E 122.26' - - - 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING dj 624o sf i� n 133.50' 80.00' ;n o - - F - -104.00'- -Y� REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. BLOCK 7 N N �, 1i4.2s' o S.00' �� 1 35 0 Io z �� �p I \ o c, ___-__72.30'__ I of 1 . 4. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE NAMPA & MERIDIAN L - S89'29'30"E - J I l ;�0 I 9 3197 sf t o ��j �_ �; 41so sr m ;C. 80.00' 70.00' _ _ r, N, IRRIGATION DISTRICT SERVICE AREA 208-466-7861 . IRRIGATION WATER HAS BEEN -- �� 10'10' C' S89'29'30"E 101.40' rn L - S89'26'08"E - J 104.00'---- I o,' ;CD �� 1 3307 sf �S �' 1 4544 sf I PROVIDED TO EACH LOT THROUGH A PRESSURE IRRIGATION DELIVERY SYSTEM WHICH HAS 1 3300 sf 23.5' 23.5' ,� 1� ro to i CD of ,� 23.5' 23.5' - o 0 o F- - -104.00'- - BEEN APPROVED PURSUANT TO SECTION 31 3805(4), IDAHO CODE. THE PURCHASER OF S89'29'30'E 100.00' S89'29'30"E 100.00' r; co I 1 O 2ao7 sf 10,10' -i: S8929'30"E 100.29' j 1 0; 34 EACH LOT SHALL REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY THE NAMPA & S89'29'30"E 100.00' ;N I o o CO:f 4 I� o o I o o I o1 Io MERIDIAN IRRIGATION DISTRICT. ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A LIEN �j 6240 sf o o; ;o I o, o - I 1 0 0 �, 41so stC. CURVE TABLE I o I �1 2, 2a00 sf 1 �I 2400 sf 1 oo, ;0 1 2 2ao7 st o ON THE LAND. 1' 2aoo st �r L - S89'26'08"E - J CURVE LENGTH RADIUS DELTA BEARING CHORD 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN �, I N, S89.29 30=E 100.00' N I N, S89'29 30'E 100.00' ;N 23.5' 23.5' ter' I I N; S89'29'30"E 100.26' j N ao _ NI S89'29'30"E 100.00' N ____ _ _ L S89'29'30"E - J 01 to ool I _ , - - - I G10' 1033o COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN 3 2400 sr 3 2aoo sf o I o I o 0- 10' o M �' '� 1 C' j� 0�10' ;0 1 �1 3 24os sr I o of o C1 73.34' 77.00' 54'34'07" S62'12'26"E 70.59' EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL UNLESS A GREATER EASEMENT -104.00'- - NI S89'29'30'E 100.00' I N I NI S89'29'30"E 100.00' ;N �, 12 2400 st N, S89'29'30"E 100.24' I N o I C. 1 I I N1 S89-29'30"E 100.00' I CN I I ao 4160 sf EXISTS, IN WHICH CASE THE EASEMENT SHALL GOVERN THE SETBACK of I b I �I ,o - - - o o M L - J C2 46.41' 50.00' 53'1110" N63'58'17"E 44.77' bl 4 2aoo sf 4 2aoo sf o o' o; I o S89'26'08"E - 5 Io 1 01 to I 4 24o5 sf 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE �i o ,o, NI S89'29'30=E 100_00' 1N N1 S89'29'30_E 100_00' IN I �; 13 2aoo sf o CI Cr C3 84.04' 53.50' 90'00'00" N44'29'30"W 75.66' s2ao sf N, S89'29'30"E 100.21' jN I F- - -104.00'- - RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN o I o I N S89'29'30"E 100.00' I N 1 w 10 co of I o io 01 I o I o1 0 O o' 32 0o IRRIGATION/DRAINAGE ENTITY. o ao 5 2400 sf I 5 2400 sf 10 o; 1 o N I j 32.89' 77.00' 24*28'18" N22'41'13"W 32.64' �; W of ~I o I 5 24o5 sf 'D I o. 4160 sf o C4 L - S89'29'30"E - J z I N' S89 29'30"E 100.00' N } of N S89 29'30"E 100.00' I N m 14 3000 sf NI S89'29'30"E 100.19' N 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE M - -104.00'- - I N o' o IM o to Z I S89'29'30"E - �J� Io N1 NQ L- - S89-26'08"E - J b C5 47.12' 30.00' 90'00'00" N44'29'30"W 42.43' ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. LO o; l o j 104.00'- - � ool 6 3000 sf n mlCD vl oolrn� 6 3000 sr o ¢ I o br -100.00'- - rlo rlo o 6 3005 sf ;o I C6 84.04' S3.50' 90'00'00" S44'29'30"E 75.66' 8. LOTS 9, 25, 26, 27 AND 38 IN BLOCK 7 ARE COMMON LOTS TO BE OWNED AND of 6 jo �'L -S89'29'30'E J �I3 L-- S89'29'30"E - J"' Y o, V o M ML__ O o; 31 m MAINTAINED BY THE TANNER CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS w 115 3000 sf p �I - S89'29'30"E -� o 0 �j 624o sf ,o p _ � � _ W N �I �1� a I = �;1 468o sf j,r; C7 47.12' 30.00' 90'00'00" S44'29'30"E 42.43' ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND 1� Z I oF-10 100.00'- 0 100.00'- - S89'29'30"E 100.00'm! - o Q a M c, - ,00 U I U o� -100.16'- - o TANNER CREEK SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION. >W of 7 3000 sf o;o 0 op Ln 7 3000 sf o 1 0 o m o,p 7 3004 sf 0 1 - S89'26'08"E - J C8 41.64' 77.00' 30'59'01" S1459'00"E 41.13' o L - S89'29'30"E - J ¢ I S89'29'30'E 100.00'ml I ImS89'29'30"E 100.00' I O o, 16 2400 sf o O o -� Imo, I vi L 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, i o 41 S89'29'30"E 100.00' 1N G-lo �mS89'29'30"E 100.13' F-------104.00'----- ^rn - -104.00'- - I of to I o1 10 0 `"' 1;� - - o; ,N C9 35.08' 77.00' 26'O6'01" S43'3131"E 34.77' WHICH STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION o N 10 I� o; $ 2400 sr o o, o 0 0 �I 10' o 0 30 o THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED $ 2400 sf Ui M oo� o N o, 8 24oa sf o I I 1 PO z I� I NI S89'29'30"E 100.00' IN I N1 S89'29'30'E 100.00' IN o 17 2400 sf �' jar C); 4160 st n o ;0 CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS z 0IO oN N o 3 1 v, 'I I N1 S89'29'30"E 100.11' N o C10 29.00' 77.00' 21'34'35" S67'21'49"E 28.83' o w ca of 7 to N I o1 0 o I N, S89'29'30_E 100_00' IN 1 L----S89'26'08"E - �J cn BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR U5Ln o' o o, to I of 10�0 0 to I ____ PROVIDED 6240 at o C11 9 2400 sr ;� I �; 9 2400 sf of �o I of 0 15.24' 77.00' 11'20'23" S83'49'18"E 15.21' EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVID s� � I� �' I 9 2402 sr 23.5' 23.5' 104.00'----�- -i I NI S89'29'30"' 100.00' N N S89'29'30"E 100.00' N o' 1 2400 sf o 1 4; f 29 THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS m w I �' N S89'29'30"E 100.09' 1 N o: o oc� _ I NI S89'2930"E 100.00' jN o Ln of C12 83.99' 53.50' 89'56'38" N45'32'11"E 75.62' FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, N a L - S89'29'30'E----J 23.5' 1 23.5' o 0 0' o I 1 I of I o 01 - I 416o stCD �, _ _ 1Q 2400 sf �; 10 2aoo sf jc I of jo �j 10 2402 sr o I -' AGRICULTURAL FACILITY OR EXPANSION THEREOF. z 104.00- - �� N' S89'2930"E 100.00' N N S89'29'30"E 100.00' N 1 19 2400sf �r L-_-_ J C13 47.09' 30.00' 89'56'38" N45'32'11"E 42.41' Z^ ;�? I ;4 I N' S89'29'30'E 100_06' jN I 9'26'08"E - 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH o N S89'29'30"E 100.00' N S8 $ I `� I 0 104.00'- - C14 67.98' 77.00' 50'35'14" N65'12'53"E 65.80' THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 2024-007677, RECORDS OF ADA o of N "� j_ I j 23.5' 23.5' o o w m o, o, I I Mi v ' COUNTY, IDAHO. 11 3743 sf J - rn ' '�' 11 3736 sf o o0 0� 1 3809 sf 28 10 dj 6381 sf �� o �� 1 ti 20 33o0 sf 1 p o C15 14.30' 77.00' 10'38'15" N34'36'09"E 14.28' 10'10' �,L i- - - - srQ �� J ��"� �� 5314 sf _j '� 11. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT ------------ cp 70.00' I 80.00' o4, I �9 - - - - 10'10' - - - c, m ILO y �� �� 80.00' 1 70.05' i �'- C16 38.60' 77.00' 28'43'09" N14'55'27"E 38.19' TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. I � � �,o� S89'26'08"E 113.47' I �ti L J RECORDS OF ADA COUNTY, IDAHO. r-40.86'1' 74.13' "� C17 59.73' 38.00' 90'03'22" S45'32'11"W 53.77' -b'M 9 2109 sf �' 80.00' 133.50' _ 133.50' N 80.05' �`� 77.45, 27 1765 sf 40.14' `� 12. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND - - -- - - - - RESTRICTIONS FOR TANNER CREEK SUBDIVISION, TO BE RECORDED IN ADA COUNTY, IDAHO, j o�j M S89'29'30"E 98.30' 9 �-r, N89'29'30"W 427.05'- - - -�r, - - - - �-/ �i S89'26'08"E 117.60' �- C18 44.01' 28.00' 90'03'22" S45'32'11'W 39.62' o "� G� 26 2551 sf o- AND AS MAY BE AMENDED. Z I 2�20.00' 55.00' 23.30' N W. JACKSNIPE DRIVE N s 19' 1 o o - -� c11 s 14 i 3 89'26'08"E 0.81' o� C19 14 73' 77 00' 10'57'34" N4'58'17"W 14 71' 13 COMMON LOTS LOT 9 AND 34 IN BLOCK 7 ARE SUBJECT TO A PERPETUAL INGRESS 34.86' 50.00' 53.00' 50.00' 50.00' 50.00' 53.00' 50.00' 50.00'__ 50.00' 57.00' 20.00' N`V IEGRESS SHARED DRIVEWAY EASEMENT FOR THE BENEFIT OF LOTS 10, 11, j I I I I r r r� - , F. � F - LOTS SHALL MAINTAIN A PAVED SURFACE CAPABLE 1OF SUPPORTING 24 IN BLOCK 7 SAID L A Tl N I I I I 1 1 I I I I I I I I I I I I I I I I I I I I BLOCK 7 1 1 I LINE TABLE FIRE VEHICLES AND EQUIPMENT PER CITY OF MERIDIAN UDC 11-6C-3D.8.THE RIGHTS, RESTRICTIONS, AND RESPONSIBILITIES FOR SAID EASEMENT ARE DEFINED IN THE CC&R \)n lO o 11 0 -co 12 w l I I I I I I 1 1 I I I I I I 1 1 j j j j j j NI LINE LENGTH BEARING DOCUMENTS FOR THIS SUBDIVISION. w w w w w w w w w w ~' 14. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF LICENSE AGREEMENT WITH THE 00 so77 sf o N o N s447 sr 13 0 14 15 0 16 17 0 0 18 19 20 21 s 22 23 24 L1 5.00' s5o 04'44"E 728o sr ,, o o !� o o o o o o o ,� ,, m ,� � I � NAMPA & MERIDIAN IRRIGATION DISTRICT RECORDED AS INSTRUMENT NO. 2025-070089, z I z I M CV 6008 sf No 6000 sf o� NO 6360 sf 6000 sf No 6000 sf oM o 6000 sf o 6 6360 sf o 0 0 0 o ai o o I~5' o N M �, soon sf r, �, s000 sf , 5998 sf , 6835 sf , 8202 st ¢ AND 2025-078306 RECORDS OF ADA COUNTY, IDAHO. z o o o z Z z o I I I I I I zl I zl I zl I I I I I I I z z z z Z I z I _ I I I I I I I I I I I j I I I Ho 5'_ 1 5 5,� BLOCK' 60.86' 55.00' 50.00' 50.00' 50.00' 53.00' 50.00' 61) 50.00' 50.00' 53.00' 50.00' 50.00' 50.00' 57.00' 60.00' N89'29'30"W 788.86' I CD 25 J9622 sfLO o 0 PLACED CAP N89'30'48" 788.81' - - - - - - - - pN ND s P� L A 5 G�STER G N INTERSTATE 1-84 �� �`� 10 � M 0- 11118 CP&F INST. N0. 1 SURVEYORS NARRATIVE N� � ENGINEERING 2022-015713 �'STHE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER � 9T �P tL.an Olu'llons 1/4 MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF THE LANDING SUBDIVISION NO. 9, THE LANDING / l OF \ P 5 SOLUTIONSLLPSurveying 9 24 SUBDIVISION NO. 11, TANNER CREEK SUBDIVISION NO. 1, INFORMATION FROM RECORD OF SURVEY NUMBERS 3490, 5845, 0 NLand S. A, in and Consulting 8067, 10344, 10397, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES N W JOB N0. 23-64 2008 E. 8-204.0 - A, 008) 288 2 578fax FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. SHEET 1 OF 3 MERIDIAN, IDAHO ABS Acrylonitrile-Butadiene-Styrene COORD Coordinate EXIST Existing STANDARD ABBREVIATIONS IATIONS RCP Reinforced Concrete Pipe STD Standard [ FRANKLIN RD ABAND Abandoned CTV Cable Television FG Finished Grade REF Reference SVC Supered Vertical CurbSTREET r� m W. • EACP Asbestos Cement Pipe CY Cubic Yard FH Fire Hydrant ISPWC Idaho Standards For Public PC RL Ride Line SW Sidewalk S j REE 1 BLAN LEGEND AH Ahead DBL Double FL Flow Line Works Construction PCC Point of Curvature RR Railroad SY Square YardJOE ALT Alternate DI DropInlet FTG Footing lVC Island Vertical Curb PE Point of Compound Curvature Rt Right TAN Tangent 0+00.00 Centerline Stationing Polyethylene g 9 BC Be innin of Curve DIA Diameter FS Finished Surface L Len th PIRRS Sloe TC To of Curb `,, g g gP P Concrete 6 Reverse PanVertical Curb per v�rrr BK Back DIP Ductile Iron Pie GALV Galvanized LIP Li of Gutter PL Pressurized Irrigation SB Seepage Bed TEL Telephone -- -- P Pp ACHD Supplement to ISPWC SD-701 R <% o BM Bench mark DW Driveway GB Grade Break LF Linear Foot POC Property line SD Storm Drain TOB Top of Bank BVC Beginning of Vertical Curve DWG Drawing GIRR Gravity Irrigation LP Low Point POT Point on Curve SEC Section TOE Toe of Slope Concrete 6" Vertical Curb, Gutter per ACHD BIN Back of Walk E FASTING GM Gas Meter LT Left pP Point on Tangent SF Square Foot feet TOPO Topography q (feet) Supplement to ISPWC SD-701 FF� CB Catch Basin EA EACH GR Grade MAINT Maintenance PSI Power Pole SG Sand and Grease TrapTRANS Transition cc � cf Cubic Foot EG Edge of Gravel HDPE High Density Polyethylene MH Manhole PT Pounds per Square Inch SP Signal Pole TYP Typical Concrete 3 Roiled Curb, Gutter per AND CI Centerline ELEV Elevation HORIZ Horizontal MW Monitoring Well pVC Point of Tangency SPRK Sprinkler VB Valve Box Supplement to ISPWC SD-702 CO Clean-Out (Sewer) EM Electric Meter HP High Point N Northing PVMT Polyvinyl Chloride SS Sanitary Sewer VC Vertical Curb CONC Concrete EP Edge of Pavement INV Invert NO. Number R Pavement STS Storm Tank System VERT Vertical Sidewalk, per ACHD Supplement to ISPWC NOTES CONST Construct, Construction EASE Easement IRR Irrigation OHP Overhead Power R/W Radius STA Station WM Water Meter SD-709113D - Right-of-Way . n Storm Drain System with a Drop Inlet, GENERAL CONSTRUCTION SEWER 0--12"SD z Sand and Grease Trapand Manhole � C 1/4 `_ TMAN LN. 1/4 1 All construction work shall be done in accordance with the current version of the Idaho Standards for 9. Actual field conditions during trenching may require additional pavement repair beyond 1. Construction of the sewer system shelf conform to the standards in the Wastewater ---- - - --- Boundary Line S.13 13 18 Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General addendums), Meridian Design Standards, the requirements of the Ada Count Highway District ACHD and/or Policy Manual. Construction Note No. 1. Right-Of-Way Line ® w 9 q Y 9 Y (ACHD) / 1 . All asphalt match lines for pavement repair shall be parallel to the centerline of Z v the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards ) P P P P - Centerline � shall be the controlling standards or specifications. the street and include any area damaged by equipment during trenching operations. 2. The horizontal separation of potable water mains and non-potable water mains 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where Lot Line WATER T 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on Contractor shall replace the entire roadway surface. it is necessary for a potable water main and non-potable water main to cross with less - Direction of Surface Flow l�ATER LEGEND site or readilyaccessible at all times during construction (available on the website Failure to have a current 3). Contractor shall replace the pavement surface to ensure matchline does not fall than eighteen 18 inches of vertical separation, the crossing shall be constructed in d g (a ) ha within the wheel path of a lane. Matchline shall only fall in the .center or edge of a accordance with Section 5 7 o h p 9 ---$"� Construct Water Line copy of the Standard Specifications on site could be grounds for a stop work order until the situation is P Y g a o ct on 42 0 f the Idaho Rules for Public Drinking Water Systems - __ _.__ ,.�_..�.�___._ � _- - �__�Y_-_iN'IEItiSTATE 84�� - resolved. travel lane. (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). SEWED LEGEND '-J Install Double Water Service --- :- 4). Flowable fill or imported material may be required if the native trench material is 10 b F� ° ^ deemed unsuitable b ACHD Inspector, does not meet compaction standards or time 3. The horizontal separation of non-potable services and potable water services or ...�_ Install Single Water Service 3. The Contractor shall have plans stamped Approved for Construction by City of Meridian Public Works Y P P P p p t e s ---- -5 Sewer Line & Station o Department on site at all times. is a critical factor. potable water mains shall be a minimum of six (6) feet. Where it is necessary for a S-�- --- Install Fire Hydrant Y P P PP g Y p p g O Sewer Manhole 5 . An exceptions to these rules shall be pre-approved in writing b ACHD Staff potable water main and non-potable water main to cross with less than eighteen 18 4. All Contractors, Subcontractors and UtilityContractors shall attend a re-construction conference or an before construction begins. inches of vertical separation, the crossing shall be constructed in accordance with �-'- Install Conc. Thrust Block p ( g S.C. Service Connection on-site meeting with the City of Meridian Project Inspector) prior to start of work. Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) - 8"W-- - - Existing Water Line '4:. 13 J 10. The Engineer of Record certifies that the plans are prepared in substantial and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). S.L. Service Length - - cc - g x�..=�r 1/� �, �,�ti,SO D ROAD ac,��t conformance with the ACHD Policy and standards in effect at the time of re aration. - -- Existing Double Water Service 24 W 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is Y P P S.I. Service Invert at TBC ®L The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever „ - required. No work may begin on any project without twenty-four (24) hour prior notice. p P Sewer Line Existing Single Water Service design. All variances from ACHD Policy shall be approved in writing. The following Exist. variances, listed by date and short description, were approved for the project: None. the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage & Manhole -- Existing Fire Hydrant AD 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. swales). VICINITY MA Q 0 m o Contractor may not open or close water valves. 1" = 1000' Z 9 11. ACHD will inspect all improvements which fall within ACHD right-of-way or 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to A PARCEL LOCATED IN THE NW 1/4 OF THE SE 1/4 OF SECTION 13 � � easements including, but not limited to, storm drain construction, trench backfill _ 7. All material furnished on, or for the project must meet the minimum requirements of the approving subgrade or top of pipe to natural ground, use Class 200 water pressure pipe , ASTM D TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M. procedures, roadway construction and concrete work. Any work to be done outside of 0 agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that 2241, SDR 21, including service lines and fittings. CITY OF MERIDIAN, ADA COUNTY, IDAHO K W all materials installed on this project meet the specification requirements set forth in General Construction the 300 extended boundary of the project will require a separate permit through ACHD W N LL Note No. 1. Inspection Services Division. The Contractor will schedule an inspection, requested ,. 6. The Contractor shall conduct an air pressure test and television inspection after all T (�M > � W CLOU through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) under round utilities have been installed. The Contractor shall provide a videotape of the 16 � 3 I cf 8. Work subject to approval b an governmental agency must be approved prior to A backfilling trenches hours prior to construction starting. g p P ,4 W v 1L m 17 � 0 W 1 PP Y Y 9 9 Y PP P O 9 inspection prior to final acceptance of the sewer. & 4 O ® O O W for e; B placing of aggregate base; C placing of concrete; D placing of asphalt paving. m m 4 NITVI a � PP OP 9OP g OP 9 P P 9 ZLU (� ®® � WATER 7. All CCTV inspections shall be completed by a third-party testing firm. F 's 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works 17 5 C l I Ii o Department, and their decision shall be final. Such inspections shall not relieve the Contractor from the 1 Construction of he water stem shall conform to the standards in the "Idaho Rule for 8. Approval and acceptance of all sewer construction will be b the Public Worksr no 1g W o CD Z p p Co uct t system I o s o PP P Y � � � � responsibility of performing the work in an acceptable manner in accordance with the D P app LU roved Department, and their decision shall be final. Such inspections shall not relieve the -- 6 I - ~ W p y p g p ac an e h EQ/QL E pp avid Public Drinking Water Systems (IDAPA 58.01.08) as well as the standards and specifications P P I 2 , _ construction plans. referred to in General Construction Note No.1. Contractor from the responsibility of performing the work in an acceptable manner in �[� 18 1 2 3 4 5 6 7 g 1 20 accordance with the approved construction plans and Standard Specifications and 6 1 / O ®W PP P P (�` � � � W 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 2. The horizontal separation of potable water mains and non-potable water mains (sanitary Drawings. l 7 -- 21 J m c P 9 P P P P ( ry U_�; = writing prior to construction. sewer, storm drain, and ir(gation) shall be a minimum of ten (10) feet. Where it is ® o o m 9. All sewer pipe shall be bell and spigot, chloride PVC SDR 35 ASTM CD ® J necessary for a potable water main and non-potable water main to cross with less than P P ( )> 11 Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions W.RUD�YDR. / ExisTNGrQNNER o eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance GREEKNO.1 1 22 �- from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. BLK 7 ®o with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) suaDnnsioN BLOCK CD CD the approved plans must be approved in writing from the City Engineer. LU and Section 430.02 of the Wastewater Rules IDAPA 58.01.16 . ' 5E ( ) 10. Locate service lines to the points shown on the drawings or as marked by the 2 23 Co 12. Take all lot dimensions, easements and certain off-site easements from the plat. Engineer in the field. Mark and construct service lines in accordance with Section 504 etk 16 3. The horizontal separation of non-potable services and potable water services or potable per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. W.BACKWOODS DR. 24 QNAL water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water SW3. The service marker shall be in lace for the final inspection. Service lines shall 3 S� 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage P P 2 5 (�+ and irrigation improvements are in place and functioning. main and non-potable water main to cross with less than eighteen (18) inches of vertical extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten 2 ®�w NS�O separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may 1 1 3 1 25 14. All Contractors workingwithin the project boundaries are responsible for compliance with all applicable Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the be a maximum five 5 feet deep at the property line unless otherwise approved b City 4 2 26 20305 P 1 P P pP O P P P Y PP Y Y 2 4 2 safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices Wastewater Rules (IDAPA 58,01.16). Engineer. 3 T V pV -1 and control of traffic within and around the construction area. j 3 3 6 3 27 BE1�CH MBE RyQ 0 03/09/26 10 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line 11. The Public Works Department will inspect all public sewer construction whether within 5 0 ,,; 4 4 6 si<K 4 4 15. All Contractors working within the public road right-of-way are required to secure a right-of-way crosses a storm water treatment facility (i.e. seepage beds, drainage swales). public right-of-way or easement. The Contractor will notify the Public Works Department _ 5 m 6 5 f 28 �+IA�OD88 NAQ83 (�►D� CO. HARN) construction permit from ACHD at least twenty-four 24 hours prior to an construction. forty-eight 48 hours prior to start of construction, and again twenty-four 24 hours 4 A P Y O P YO P 9 Y O 6 eut s BLK 9 6 � > VERTICAL DATUM HORIZONTAL DATUM 5. The Contractor shall be responsible for providing continuous water service to all existing prior to pouring concrete collars. 6 ® s 6 sL61® 0 29 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall water users affected by construction. If water service must be interrupted, the Contractor 7 7 9 co cc determine the exact location of all existing utilities before commencing work, The Contractor assumes all shall coordinate with the Public Works Inspector. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, s s g 30 � ELEVATION = 2SIDEW N _ 452,685.9 responsibility for an and all damages caused b his failure to exactly locate and reserve an and all t0 s �- CHISEL X IN SIDEWALK E 2 452 685.9 O P Y Y 9 Y Y P Y during the pipe laying and pipe joining operations and while making sewer taps. Clean 7 9 0 �- underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and and restore to their original state any ditches and storm drain facilities that are silted 9 11 9 a _standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.0$). due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be 10 10 12 10 31 R HORIZONTAL DATUM USED '��' LiN � 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet three-quarter 3 4 inch rock chips unless otherwise approved. 6 0 from watermains. q ( / ) ° P PP s it 11 13 11 32 US GOVERNMENT HORIZONTAL NAD83 �\ U) a ns. This requirement does not apply to catch basins or sand and grease traps. 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the cn � 02131 Supplemental Specifications and Drawings to the ISPWC. Water mains shall be A A C-900, ADJUSTED TO THE ADA COUNTY O „oo CN PP P 9 13. The Ada County Highway District will inspect the. trench above the pipe zone in � � H.A.R.N. SURVEY 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). or C-909, Class 150 PVC. accordance with current ACHD standards. W.JACKSNIPE DR. 34 w x � 0L 7 F- T 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 8. Five (5) feet of cover shall be provided for all water mains located in a section line and 14. Install sewer service lines prior to street improvements. cn o actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide mid-section line road. Four (4) feet of cover shall be provided for all other water mains. ® goo these locations to the Design Engineer for use in the production of record drawings. 15. Construct sanity sewer manholes in accordance with Section 502 per City of e`ocK 7 - o 9 9 P 9 sanitary p y aZ o 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds Meridion Supplemental Specifications & Drawings to the ISPWC. NQ En 11 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not and drywells) at least 25 feet from main water lines. This requirement does not apply to 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0 limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any catch basins or sand and grease vaults. 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of j w 00 work to be done outside of the 300' extended boundary of the project will require a separate permit through Meridian Supplemental Specifications & Drawings to the ISPWC. DE V ELOPER � � M C ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD 10. The Contractor shall notify the Public Works Department two (2) working days before Construction Services, 208-387-6284, a minimum of twenty-four 24 hours prior to construction starting. initial construction begins and shall also request inspection of water lines and appurtenances 17. All manholes shall be constructed to be watertight with the top of cone located CHALLENGER DEVELOPMENT INC. Cq Y ( ) P 9 g q P PP within one (1) foot of the finished grade. The sewer Contractor shall supply all lid _- twenty-four (24) hours in advance of backfilling. `- 21. The Contractors shall remove all obstructions above and below ground required for the construction of assemblies and the required number of risers and grade rings. The sewer Contractor SITE PLAN 1977 E. OVERLAND ROAD the proposed improvements. This work includes clearing and grubbing, which includes clearing the ground 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance shall field-verify the elevation of the top of the manhole cone to assure that all ring 1" - 100' MERIDIAN, IDAHO 83642 surface of all trees, stumps, brush, undergrowth, hedges, heavy growth of trees and/or weeds, fences, with applicable portions of Section 401 of the Supplemental Specifications and Drawings to elevations match final street grades. Manholes may have twelve (12) inches maximum of Phone (208) 288-5560 structures, debris, rubbish, and other material not suitable for the foundation of pavements and other ISPWC, grade rings. structures. All material not suitable for future use on-site shall be disposed of off site at an approved PRESSURIZED IRRIGATION SHEET INDEX location. 12. The Contractor shall be responsible for locating and marking all existing service 18. Where concrete collars are used, the paving Contractor shall set the grade and pour ENGINEER N connections per Standard Drawing SW3. the concrete collars per Section 502 per City of Meridian Supplemental Specifications & P 9 1. The pressurized irrigation system must be built to the standards of 4, � 22. All costs of retestingfor previously failed tests, if required, shall be back charged to the responsible Drawings to the ISPWC. The paving Contractor shall contact the City of Meridian Public 1 OF 12 T-1 = TITLESHEET . P Y q 9 P the irrigation district in which it is being constructed. ENGINEERING SOLUTIONS, LLP contractor by the owner. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of Works Department twenty-four (24) hours prior to pouring concrete collars. 2 OF 12 GRD-1 = GRADING PLAN 1029 N. Rosario St., Ste. 100 ® ;0 .maximum density to prevent further settlement. 2. Install a reduced pressure backf(ow reventer in an connection - _ P P Y 3 OF 12 LGT-1 = STREET SIGN AND LIGHT P Meridian Idaho 83642 23. All costs incurred by the contractor for correcting deficient work shall be the responsibility of the 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) between the potable water system and the pressure irrigation system. ' contractor who performed the work. Failure to correct deficient work will be cause for issuance of a stop 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations feet deep, with the vertical wall placed on the upstream side and rotated forty-five (45) The device must be approved by the Idaho Department of Environmental 4 OF 12 ST-1 -= STREET AND STORM DRAN PLAN Joshua H. Mann, P.E. o_ T work order and possible termination. match final street grade, degrees. Manholes less than four (4) feet deep shall have concentric cones. Quality (DEQ) and the City of Meridian Water Department. - = Phone 208 938-0980 & that all meter lid elevations match an extension of the sidewalk J OF 12 ST 2 STREET PROFILES ( } Z w z Lu grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign _ Email: 1oshm0engsol.org ,� 24. When discrepancies occur between the plans and specifications, the contractor shall immediately nofity the debris and to ensure that the locking lids are free of concrete from the collar pouring 20. The Contractor may air-test all the sewer lines after backfilling and settling of the 6 OF 12 UTIL-1 = UTILITY PLAN 0 w 0� 0 U nor Engineer. Untimely notification shall nullify ant contractors claim for additional compensation. operation. trenches for his own benefit prior to the installation of the other utilities to ensure the 7 OF 12 S-1 = SEWER, WATER PLAN AND PROFILE 0 ? < integrity of the installed line. He shall furnish all equipment and personnel required to S. LYNHURST AVE - W. JACKSNIPE DR. M � ROADWAY 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are perform the test. The Contractor hall retest all sewer lines, in h r h Z p s a e i e , the presence of the 0 - V'j S OF 12 S-2 = SEWER to be centered between back of sidewalk and the right-of-way as shown on Standard inspector for the City of Meridian Public Works Department, after all utilities have been ' WA PLAN AND PROFILE _ _ I. All Contractors working within the public road right-of-way are required to secure a right-of-way Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line installed and prior to installation of the street surfacing. The Contractor shall schedule SW. AVE W. BAC ®ODS DR. S. DROPCREEK AVE. w construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. fittings. with City of Meridian Public Works Department a minimum of twenty-four (24) hours 916 _ 9 OF 12 S-3 = SEWER, WATER P MD PROFILE Z Lo z � . .: prior to the retest. W. JACKSNIPE DR. - SW. 7TH AVE U_ 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to = 0 P P 9 Y Y P P 10 OF 12 PIR-1 PRESSURE IRRIGATION PLAN A zone. the Engineer. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" "d- � to the Engineer. �� ® 11 OF 12 PIR-2 = PRESSURE IRRIGATION DETAILS & NOTES t- 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His �� 12 OF 12 DT-1 = STREET DETAILS - own benefit rior to installation of other utilities to ensure the integrity of the installed line. s improvements outside the public right-of way. P 9 Y 22. The Contractor shall be responsible for locating and marking all existing service � T� After all utilities are installed and prior to paving, the Contractor shall perform a final connections in accordance with Standard Drawing SW3. �Il 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the pressure test and finder wire continuity test with Meridian Public Works Department personnel latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the in attendance. The Contractor shall furnish all personnel and equipment necessary to conduct 23. The most current edition of the City of Meridian Specifications Standards & Drawings I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. the test. Only water from the City of Meridian's water system shall be used to conduct the to the ISPWC Book MUST be on site at all times. A stop order can be issued if the pressure test. book is not on site. MERIDIAN CITY PROJECT 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. RECORD ID. N®• SCALE AS SHOWN 18. The most current edition of the City of Meridian Specifications and Standards Book MUST DRAINAGE 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public be on site at all times. A stop order can be issued if the book is not on site. LD-RSUB-2025-0003 DWG.DATE 03/09/26 Works will inspect storm drainage improvements serving private roads, parking lots and other paving 1. For any drainage facilities within a public Right of Way, ACHD or ITD easement shalt improvements outside the public right-of-way. 19. Locate service lines to the points shown on the drawings or as marked by the the project engineer or PROD. NO. 250120 P Pbe responsible for inspection. For any private drainage facilities, p j g Engineer in the field. Mark and construct service lines in accordance with Section 504 per THE UNDERGROUND UTILITIES SHOW HAVE BEEN LOCATED FROM FIELD g P architect shall be responsible for inspection and certification of drainage facilities; 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. however, an roof drainage and piping to the drainage facilities will be inspected b SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL gutter, valley gutter or sidewalk improvements. The service marker shall be in place for the final inspection. Service lines shall extend ten Y g P P g g P Y SHEET 1 OF 12 Meridian plumbing official under the appropriate permit. DETERMINE THE CT LOCATION OF ALL EXISTING UTILITIES BEFORE (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR 8. The street Contractor shall backfill all sidewalks at the completion of the paving. beyond the sidewalk where there is detached sidewalk. Y AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL To- 1 DIG LINE AT 1-80 -342-1585 PRIOR TO ANY EXCAVATION. /SHEETS/250120-TI.DWG d ' ! 2606.1 z O I 0. ' d _ ®6• d �60 � opE� 23 I 8s 01 o ° m o Oo % 29.00 LF 12 A A o / p6 .g c� -' tip C-905 PVC 0.349F1 -- 4g` I ` f � 19+00 6®8 CD • 24 ' - _ - ® On 2607..... 31+15.8 r ! W.BACKWOODS DR. N o 3 �-+ +a 10+00 Q, 1�� 19+00 �pp`b• 2�0� r�� + _4paP1 CDP + - - .'•''' HORIZONTAL C'ir -► 31+00 _ 40 20 0 40 80 120 a \ d JL -® ° ® ® ° 25 x © : ,+�5.53 -.�.� - ti% - SCALE IN FEET '^ S T ®- V) o , 13+00 3:: ��o�, t 09 ' o ®. 4 _ �° `� t O'' 26 � ® .. . _ 77 o, 2 ®. ?6, BLK 16 0 �0 2 20 ��o N 09° 20+00 p ?bo 20 CN 8o d. . 609 12+00 0 90 w a �6® ...... <= :.... ... ..... 11+00 °�j °0 80 5 3 ��o 1 co W 5 - , ° 009 `9� w 27 a o s a.- I ® � � , ® `� NOTES, J °° 30+00 >0 4 s �6, 4 20� ,�I O°�q e p � coin ® v 5 ® oo °oo - �j '�' ..:... 4 �'60 `Q oc ® ® .: o I 6 �o o _ 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND ,�.� N N J -�- -a Oy 26 �' _ 6' " a �' a °�-- } .... °Oj REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES O W ?oo �6, 5.�, �, 5 e �o _,... 09 ::.• ' 28 CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, W ,� a fox ;: o, _ , �60�. e®�, �609 09� BLOCK 4 _ �0 5 �o' ' I STUMPS,BRUSH,UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS AND/OR WEEDS, > m W ♦ : 6' t- a. .c. c� ®. : : 0 ci z 14+00 W �6, 4 . . ._ 4- � � � boa.., •° . - -® 6p°3 •..2�o I FUTtIR�.TANNER CREEK•...--'-- FENCES,STRUCTURES,DEBRIS,RUBBISH,AND OTHER MATERIAL NOT SUITABLE FOR THE ` W �v r® �60� BLOCK 8 = °9 �6 MULTI-FAMILY FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR o�,; , BLOCK 10 o ♦ : 0 ° , ,, 6 6 �o , ®.........21+QO 2609 ... �6®9 FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. all 6, w _ ° 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR W d i S Y 8 13+00 `9 �, w �0 29 REUSE.DO NOT MIX TOPSOIL WITH SUBGRADE SOILS.TOPSOIL SHALL BE REUSED AND - W �O�.r BLOCK 9 A� °9,� �6 �6°9. = ~ W 12FM F- +00 ° °o% 4. I COMPACTED TO ORIGINAL CONDITIONS. Q Q o 00 Lu ®gyp �000- �'�®8 �o® c' 3. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP W ui U ♦x j ` ®� ' "' 0 9 dojo °`�s �o EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE GEOTECHNICAL REPORT J LU 29+00 ?o co 26 ® ` Oo ° �oj PREPARED BY ATLAS TECHNICAL CONSULTANTS,LLC,DATED JULY 12,2021 AND ADDENDUM >; ° Lu 8 ��° 8 ��o ° v N0.2 DATED AUGUST 29,2022. COMPACTION TESTING AND INSPECTION SHALL BE ® ® I ® o �9 1 0. -�6j �� 98, PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. ® o 7 ® ® ��® In ��261®a� �j ?o �` Go ®` 2�oA°''........ m cn cm COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO W ®+ 8? 9 9 �6, - jo �� ISSUANCE OF BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE OOo 6j® 15+00 ��99,..- 6p9 i ° �� 9 �o I ��o PERFORMED. ----� j .o - 11 �o , �j oo I 9, ®�' j°� c�S�oNA1 Fy ♦x s o 31 4. ALL CONSTRUCTION SHALL ADHERE TO THE GEOTECHNICAL REPORT BY ATLAS TECHNICAL �i C,EMS Cj '� 10 i ` �o °jo �� 22+0o <c � Fp �. oo� 10 oj0 ; jo j j � 10 °�, CONSULTANTS,LLC,DATED JULY 12,2021 AND ADDENDUM N0.2,DATED AUGUST 29,2022. �p 12 = 14+00 �� '9 12 '0 0305 25 ® I 00\ If ®®: 2s+2o.o3 °IF0 13+00 ,0 11 2�+24as .. I ��o0 03/06/26 LE 11 do jo 13 >,o , _ _ 9 s �o 8 , do --� v �r �o�' BLK 1 Q O I ° -2.0� -2.0% -1.5% �+.... os E 0� -2.00CD CD CD 9 + --�+, + --++ Q o + o o Go _ + ' + ' w ao , N " _ W.JACI(SNIPE DR. N:' N �, �o `�' 13+49.36 - �' `�' a w ! �-- .. '' - 15+93.40 f4+66.03 a _ st 24 cy :® r34 (n co co S O 00 �O°O ?�®9 ?00 i� c0�' �6)• .. ..•_�?dj:'--- :' '�6+ �6, ® 00 N •`� s 90 e' � O® jo6' j00 job x Vic' ®sr 2 F-- I � Q o O ® 0) ® I - c = < d 0 ® O ® rn ® ........................ C� 1 60 iW 00 i d0/ o cv o L / BLOCK 7 ��' I ® °- 10 11 12 ..... 13 14 15 16 17 18 19 20 21 23 pe 22 '-.23 ���J 24 ,x 6`$PIR S�� IR g' I r.2610.00) --- --- -- AN- TIEINTO EXISTING I------- -___�°o- -------.�__moo------------�oj----_------���-----------��-----------��,�-----------��----_----- � ----2s12.00-- ?--------- ? ----- ---2612.00--- ------------- ------------- - - - - N ---2612.00)- r9 _ -- ------ jj®----------- ----------- -® ---- ----------- - ---------- --2614.00---- -------------O 'i0�-----.=- --- BERM ------- s----------- j ------------ -------- -- a' --------- 14.00------_----- ------ Ojf-®� 2614 OOa __ jd'----__ , -2614.00 jj �Oj 6,j_ 2612 00--- # I- 26 -_ ------------------------- -------------------------- -------------------- ----------� 2616.00 -----&---------- -�------ ---2616.00------�---------- I j -j: 2614.00 _-_ X -2s16.0 --- ----------------------------2618.00-------------------- -------------- ---2 8. --------------- O X X _ _ 0- -X --------- -- X- - ------2614.00-----c'6 c'o ?6> e' ----=-- -------------8' ----6' -- ------ ---- ---- 1 -- - ---------- -------------- ----- - ----- 61 00 --. •-. - -2618 00- � � _ ------ -2s1�261 jES,_- j0�-------_-- , ----------- j, ---------- r,, jo j ___ j 2616.00-----`'oj --------�---=`'�' ----------�� 26 s.0o �� _- -- ---�� - �z -2s1s:. BERM TO BE EXTENDED II 2.00--- ---------- --- ? - �S` cP -------- 0--------- - d -j0 >O --2616.Q0-_--_- j - - - 6j -------------8j -__ 2616.00 -- O� --- ------------------------------------ __ �--- --- -- -2614.00-----_26!--------- �' -2614.00 8sr �j c9j : TANNER CREEK PHASE 3 ___ 2614.00 o ----:...._-_-.--------------------- - ------------------------------------- ®2612.00-----------------=--------___---------- -_-- ------------ ---------- -- :-2612.00- T-..r-. ---_-----s-_s__--r_--.�- -rr-----� --_ - .......... - - - - .2610.00 2612.00---------_-----------------------��___ Y ............. ..............................:::::::::::e-- 60 C) Sox V � � z o - W U WU Q z oc Au- < 0 0 � p4 �W [-� L � U SCALE 1" = 40' DWG.DATE 03/09/26 k T6 :! -7., _ PROD. NO. 250120 SHEET 2 OF 12 GRD- 1 /SHEETS/250120-GRD.DWG 0�. JL �� .✓ e g�_ . I HORIZONTAL 40 20 0 40 80 120 21 a _ 12"s® SCALE IN FEET #12345C #12345C 22 — - - - - - - - - - - - - -- - - - - - - - a 3, STREET LIGHT LEGEND PROPOSED TYPE I STREET LIGHT J WITH MAST ARM LENGTH J — — p p �® �U J - ®' cn PROPOSED TYPE II STREET LIGHT i a o ®.. viwE� uj® - d o zac J ®. 2 a 2345CMERIDIAN CITY LIGHT POLE N0. z� (#1J ® p 23 I cm z °. ® EXISTING TYPE I STREET LIGHTcr W N LL'o #OOOOOC V �v W 24 EXISTING TYPE II STREET LIGHT m W ®W� Q w =cam W.BACKWOODS DR. — i I #12345C EXISTING MERIDIAN CITY LIGHT POLE NO. M z o O (#00000c) U) W CC . CD CC z W ~ 2 Q Q ®." ® C#OOOOOD a 25 o Q o W p II—p �wW U J co W J --I 1 STREET LIGHT NOTES OUJ 1 3 1 i L. ZL 4 2 26 � a 1. CITY OF MERIDIAN TYPE I STREET LIGHT: 2 2 �, CD ® 4 DEVELOPER WILL INSTALL PHILLIPS MODEL NO.RFM-108W48LED4K-T-R3M,106 WATTS,A uj ®. p l p MOUNTING HEIGHT OF 30'FEET,AND A STANDARD MAST ARM LENGTH OF 8'FEET. a oIlljllllllll 3 3 p a� CITY OF MERIDIAN E II STREET LIGHT: TO 2. NAL e 5 3 7 I DEVELOPER WILL INSTALL PHILLIPS MODEL NO.4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR*,54 WATTS, �gS�CENSF a AND A MOUNTING HEIGHT OF 25,FEET. a �l v 5 4 °° 4 4 _ 3. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION 20305 r ° ( 6 J p p z OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL d,. 03/09/26 p 0o p < p Q LL; ELECTRIC CODE. J v s'�l �pP •� 5 5 BLOCK 4 m 20 a S I 4. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK.USE THE UA H I °- 7 I FUTURE TANNER CREEK ONLINE CITIZEN PORTAL AT https://cftizenportal.meddiancity.org/CitzenAccess/TO OPEN A PERMIT AND BLOCK 0 MULTI-FAMILY REQUEST INSPECTIONS. 6 6 BLOCK 10 p a ® p 6 I 5. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING,BEDDING, o � 6 p w p 8 ACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. o BLOCK 9 ° 29 e �® w 00 I ° 7 7 ® ( 6. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MIN.FROM FIRE HYDRANTS AND U) t 9 (� 0 7 2 MIN. FROM WATER METERS. co a.° 0 -oo to N ® v� 9 � 7. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT ` w ® x p p 30 DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD x _ $ 8 8 o COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL a 10 m 200 INSPECTION. 0 7 � z � 9 9 9 8. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR QUESTIONS O ® rn a 11 I REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. + Eli o 31 N ® p I 9. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO.1® i0 0) 10 12 N 1 . VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. o 11 11 11 I 11. THERE IS A 10'STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. g 13 I 32 12. ALL STREETLIGHTS AND STREETLIGHT AMENITIES(CONDUIT,METERS,JUNCTION BOXES,ETC.)SHALL ®� + #OODOOC °® BE LOCATED WITHIN THE RIGHT OF WAY/STREETLIGHT EASEMENT. e c#00000c ° N Z i 9 — _ _ I ® tL I W.JACKSNIPE DR. r. . ®. 34 — _ .' . 77 d 1 1 '-I t,.a®tl es _ c.:. _' •�B®-- ®•.® • -.® •m .. ® :a` - ®'-. LANDSCAPING NOTE 6 y— Z - 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED AFTER Q ~ o CONSTRUCTION ON THE LOTS.TREES MAY BE MOVED TO ACCOMMODATE 00 .-i® 0 DRIVEWAYS,UTILITIES AND LIGHT POLE LOCATIONS. Q ® - z QLu CJ� I �M LU BLOCK 7 i W 10 �.--- 11 12 13 14 15 16 17 18 19 20 21 22 23 24 W SCALE 1" = 40' I DWG.DATE 03/09/26 PROD. NO. 250120 - - -- - - - - - - - — - - - - - - - - - - - -- - - - -- ._ — SHEET 3OF12 fLGT- 1 /SHEETS/250120-ST.DWG 1�. JL 11 _u vv ......0 _ e / r o 18+00 a JY RUDDY DR32+42.39 c W.RUDDY DR. 22 1 1 -7�31111:��V_ 31+84.89 4 i HORIZONTAL a. / 2606.06 _ MATCH EXISTING 40 20 0 40 80 120 32+ � : BLOCK 4 N1 31+52.39PC - - - - - - -- - - - - - -- - - - - - - - -- - - 11 ° 18+87.03 7 11 BI 2606.44 GB ® ©® . : ' . -- - 2608.42 d oa SCALE IN FEET ® 1 31+84.89 ;.° FL=2606.17 DI 3.31 1 MATCH EXISTING z 2606.06 -2.0% - ® 10+36.50 PC 10+43.50 ® : ©. a 11 oz I ® 2 MATCH EXISTING 47.0'ROW cv 2606.64 TBC 2606.72 / Q:�, -_.: �. _ : 19+05 PC, ®.: 14 N 1 31+52.39 33.0' FL=2606.37 GRATE=2606.45 12+13.50 PC = 2608.49 ��9�. PEN 2606.44 GB ° ®:. Q��® 2608.07 FL=2608.22 0 23 °° 29.00 LF 12"A A / ® °° 1 + 7. z 4FL=260623 10+95.80 PC 10+31.50 PC $ 8 03 STREET KEYNOTE ITEM LIST - C-905 PVC @ 0.34% - - - 4"PIR 2608.95 ���• _ 19+00 2608.42 FL=6.2 -260$.6$ v� 10+48 FL 2608.41 .�� -20i=#a.si MATCH EXISTING ITEM DESCRIPTION ® m FL=s.32 ®sr - ®, 11+29.88 L=8.35 24CL - 2608.76 GB z 2607 31+40.39 31+15.8 % FL=260726 W BAC ODDS DR. FL=2608.27'- . $ � f N® DI 3.30 0 O _ o � ®.: 2609.12 _ .... FL=2 L1 w I 3 2606.48 + VG -� 10+43.50 _ + 10+00 FL-2607.36 o o L1 ° ...® 12+64.35 ,I�.1® o I C1 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. cc J fl7'.. �� TBC 2606.79 FL=7. _ CR :"�� 2608.39 4°al �` . o C1 N o o _ o 2 I o.40� VG L=7.38 T N1 �, 0.44� C2 CONSTRUCT 5 ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD 709. FL=2606.37 �- GRATE=2606.52 FL=7.2 L=7.40 .�- '- -- --;- VG 19+26.96 d o 31+00 ° r ' . ° �® 2608.58 CD CONSTRUCT COMMON DRIVE,SEE DETAIL ON SHEET DT-1. J ® \ 10+48 FL-2608.36. �. 30+80.39 _ FL=s. 11+55.53 PT .... L=ss7 2606.72 FL=s.a2 10+36.50 PC 11+08.50 PCJ ®� 11+58.50 PC " " 12+87.18 2 2653 PT 2608.76 GB 10+31.50 PC L=8.3 5.0 L1 INSTALL CITY OF MERIDIAN TYPE I STREET LIGHT.SEE SHEET LGT-1 FOR STREET LIGHT PLANS. ® o FL-8.42 2607.46 GB 2608.54 2608.69 25 0 t- cu 2606.72 ,1 �s` 2607.71 = ® FL='s.44 10+95.80 PC FL=2608.42 C1 C1 VG CONSTRUCT 4'VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. o FL=2606.45 FL=2607.19 -2.0� FL=2607.44 12+97.54 PT- 1+55.53 1 (� a W 30+79.39 L=6.42 L1 12+13.50 PC 2608.95 9+55 PC 2606.73 GB L=6s.44 1 2608.61 33.0' N1 REMOVE EXISTING BARRICADE. ® cm z ®° 30+79.39 PC 10+31.50 PC -G1_ 10+31.50 PC 1 2608.07 _ 11+79.53 2608.69 19+66.96 Q '� o N pp �W � C 2607.68 ---- 2607.70 GB 13+00 13+06.72 3: 2609.35 __ 11+55.53 PT = .. -.. FL=2608.42 2608.74 W LL 2606.73 GB - 47.0 ROW N W o 0 FL=2607.41 ---= FL=2607.43 -12+97.54 PT -' 2608.67 ---- 2609.25 - moo-?• : Z6 } 8LK 16 4 - FL=2606.46 2 20.0 2608.61 --..- T1+74. 3 19+86.93 5 > onu,N \ 30+57.39 10+58.50 �10+58.50 2 13+02.54 13+30.90 N� 2608.82:: , 20+00 W N o 12+03.53 ® 2609.33 2 : ` C2 O 2606.88 2607.85 2607.85 4 �'. 26 .44 = 5.0° STREET NOTES:ES a c- 2608.64 260$.82 09 12+00 11+98.53 �' (Y� o : : _ cc C1 ON1. MINIMUM 2'ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS,SD-301,SD-303 AND SD-806. O o o G 10+82.50 2609.42 20+10.93 20+06.96 ,� _ :: \ 30+33.39 3 10+82.50 11+00 3 13+26.54 3 CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR . .13+54.90 12+27.53 2608.91 2fi08.90I1o ®2607.99 2608.80.. 5 2fi09.54 _-- 12+22.53 USE THE FOLLOWING; 30+20.39 4 2607.05 2607.99 =_-_ 2608.98 --- 2609.52 C2 t u; 27 :• WC'D CC 2607.14 : I _--_ 13+50.54 :__ d LOCAL RESIDENTIAL-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH(°')MIX PG 58-28,21/2°OF ASPHALT,4"OF 3/4" �"' LLu 11+06.50 m 11+06.50 - 12+46.53 �- °e CRUSHED AGGREGATE AND 14"OF 6"MINUS PITRUN. _ cc: �C 30+00 30+09.39 4 m 4 2608.95 Q I^ m _ 2608.14 12+51.53 4 ~ `� ~ ® V =5 2607 22 2608.14 I 13+78.90 6 2609.62 20+34.93 _ COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH " MIX PG 64-28 3°'OF ASPHALT 4"OF 3/4°'CRUSHED ® ®W O - 2609.64 J 2609.01 ) " W ® 2609.13 2 m e : 60 `: 20+46.96 AGGREGATE AND 20"OF 6"MINUS PITRUN. J w 29+85.390 v 1 i+30.50 12+70.53 6 11+30.50 _ : 13+74.54 J -' ®® m a 2607.39 5 2 -' BLOCK 4 m 20+58.93' ...... :...... 28 2 '- � _ 6o fi08.29 m 2608.29 5 2609.11 _ 2609.71 5 I CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTILITY W f �. �... --= 14+08.90 12+81.53 = 11 z s o ti °- 14+00 2609 33 7 2 7s --- 26OB 2��� FUTURE.fllHfR CREEK_.. COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK 4 I = `. 29+61.39 __ ��a -- TELEPHONE. Cl c oo BLOCK 8 __ - =" 609 29+60.39 cr, _ 2607.55 '11+54.50 13+98.54 .. -- BLOCK 10 {�ULT� F� IL N 11+54.50 : 2609.26 :: f' a.......... 2609 2607.56 6 ® 2608.43 6 13+00.53 20+82.93 21+00 20+86.96 29+31.39 2608 43 > e :: 6 ®®' 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE 2607.76 = C2 14+38.90 2609.83 2609.20 2609.22 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE 6 13+11.53 - ffi ,W 2609.52 8 2609.88 13+00 ®- 29 CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND g�ONAL 11+84.50 BLOCK 9 14+28.54 = 5 C2 C2 11+84.50 soy 21+12.93 PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY �60 2608.61 2609.46 29+01.39 12+00 2608.61 CL 0 13+30.53 7 2609.32 I EXCAVATION. �O 2607.97 12+14.50 12+14.50 14+58.54 o .. C2 14+62.90 13+35.53 7 ® m 2609.68 2609.97 =_ _ 2609.95 C2 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. a 20305 2608.80 =__= 2608.80 2609.65 9 _ K. 29+00 ==I=_ ____ �-- 21+31.96 THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5°�SLOPE.AS A REMINDER, 03/09/26 26 `- 29+00.39- = 28+77.39 8 12+38.50 12+38.50 8 14+82.54 13+54.53 . 40 v SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%;THERE ARE NO 'TOLERANCES ALLOWED. r✓ �� 2607.98 :........... 2608.14 2608.94 2608.94 2609.80 14+86.90 o 10 13+59.53 2610.05 8 212609.44 ®: 3O Os E OF Q� 2609.83 2610.07 ® 5.0' `5.0' 5 - - 7 5.0' ---- 11� ........ CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD 712H(ROLLED CURB)OR ISPWC SD 712A(VERTICAL i 28+53.39 12+62.50 12+62.50 15+06.54 5•0� 13+78.53 21+66.93 CURB)WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO 33.0' 2608.31 9 2609.09 2609.09 9 2609.96 15+00 15+10.90 p9 13+83.53 2610.14 9 2609.54 21+71.96 THE CONCRETE(CONCRETE STAMP&ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN 33.0' ..- �6 i 1 28+40.39 a.. � 2609.99 .-� _-__ ----•• RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 2610.16 2609.56 2608.40 . 47.0 ROW =C1= o 28+29.39 12+86.50 12+86.50 $ . 47.0°ROW 15+34.90- ___= 212609.63 2 31 15+30.54 20.0' 14+02.53 2+00 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 2608.48 10 2609.24 20.0' gg/-2609.24 10 2610.14 10 ° = 2610.11 12 14+07.53-- 2610.24 22+14.93 ° RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO w 00 N M 28+20.03 PT 4 14+ao 2609 73 ? VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE o `p 13+17.86 PC I 15+56.90 PC 2610.26- - 14+34.53 PC- 5 4 00 25 T 2608.54 GB t=1=1 13+17.86 PC 15+56.90 PC �� 28+20.03 PT 2609.43 2610.37 14+34.53 PC. __ 2610.37 c$ ®. 13+ao 2609.43 2610.28 22+11.96 COMPACTION TESTS. pz I :,::: :::::j 28+20.03 2608.54 GB 11 FL=2609.16 y FL=2609.1 11 C1 C1 °� FL=261 .10 2610.37 - FL=2610.10 .....1 ....: '22+24.96 PC 22+24:96 = 2609.72 I O w 00 8 6 FL 2610.01 1� FL=2610.10 C1 2609.770 BLK 19 0 ' =::_::.. 27+36 PC 26+81 PC -2.0� 25+59 PC 'P -2.0% -1.596 L1 23+64 PCj 7. SEE THIS SHEET FOR STORM DRAIN INFORMATION. w v 9r 26+31 PC �'O - 24+86 PC 24+14 PC -2.0% ° _ 2610.66 23+08.94 PT . cn 27+91.10 -::: -p2609.22 GB 2609.54 'SO' -2.0�, ®� L=ss�� �• °:- •;2 � p �` 2608.60 - 2608.77 Q� 2�X� FL--2609.27 2609.79 2610.08 _ L=g.94 -°� 2610.37 2610.66 -2�� �� :•'FL=2610.39 2610.44 GB 22+24.96 PC � � o "''� FFL=2609.52 =2609.81-- _ _ �6 ' p"' L1 f� o - - 2609.77 GB ® - w' 26 L 2610.10 FL 1 s-- ® t .F_ FL=10.07 I I ,\ 6'$ / `) Q 00 z CD L=9.36 FL=9.8 FL=10.0 L=10.08 I1 STRUCTURAL FILL NOTEN . _ o FL=9.2 ces.. ® "? L=10.06 FL=10.2 L=10.26 C1 `r L1 33 p I g o 27+88.36 0 'j' L=9.26 o FL=9.86 VG N o z f r CD -++ _ + ---}+ FL=2610.02 i FL=10.2 co L=10.20 c c +�� 00 2608.80 N FL-2609.87 � + + e --cY; _ -�2 w o b 13+49.36 N FL=9.64 L=9.86 � L=10.06 W•JACI(SNIPE DR. N � M �? N N IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP EXISTING GROUND AND C1 �- _ 2608.70 _ r r 15+93.40 ��L=1008 #4+66.03 BACKFILL WITH STRUCTURAL FILL PER ALLWEST GEOTECHNICAL REPORT DATED SEPTEMBER 27,2024. COMPACTION • a. , �; .-:.... ° e CD TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH N o 24 _ 2610.11 o T .c . a : ® ® 2609.00 ° °-a r :® a" 2610 30 SUANCE OF INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO IS 2609.00 27+46.58 "`- BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ` o 27+36 PC 27+01.14 26+51.14 25+98.14 25+48.14 24+98.14 24+48.14 "' C2 23+45.14 �22+99.45 0 2609.00 2609.13 2609.22 GB 2609.42 2609.71 2609.93 2610.13 2610.33 ~ 2610.53 23+89 HP 2610.59 2610.37 �60�.-•' 2610.76 23+08.94 PT 2610.70 2610.70 I 23+95.14. ............ 2610.23 GB 2610.70 2610.74 STORM DRAIN DATA N SEEPAGEEXISTING 1.3 • r'6o� .................... ..... o O N DI 3.30 (BASIN NO.9) z CL STA. 10+43.50,OFFSET 15.25,RT BLOCK 7 DROP INLET,TYPE IV,ACHD SD-604A, V SUMP - GRATE= 2606.52 z 0 10 11 12 - �� 13 14 15 16 17 18 19 �-�0 21 2 � 23 2 ' � 24 12"INV.OUT=2603.70 29.0 LF 12"A A C-905 PVC @ S= -0.34%TO DI 3.31 ~ � Q 6" I O @,PIR "PI 0(25)= 1.34 cfs V(25)= 983 cf z < Q(100)= 1.90 cfs V(100)= 2608 cf f- W � DI 3.31 (BASIN NO.10) uJ U CL STA.10+43.50,OFFSET 15.25 LT �, Q Z TYPE IV,ACHD SD-604A,WITH V SUMP A o Es GRATE= 2606.45 d" w �-- _ 12"INV.IN= 2603.60 \ Lu © ...�,,...-.......... - ..._ - - .� - ......... ........................................ 12"INV.OUT= 2603.50(TIE INTO EXISTING 12"PIPE) w -- -- - .:. ............. 64.83± LF 16"PVC S- -1.77 TO EX.SG 1.31 cr ........................... ::........................... :::.:..::::::::-......:---- :: @ = I �/1 C1� Q(25)= 0.63 cfs V(25)=470 cf Q(100)= 0.91 cfs V(100)= 1248 cf SCALE 1" = 40' DWG.DATE 03/09/26 PROD. NO. 250120 SHEET 4 OF 12 /SHEETS/250120-ST.DWG_j 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 2620 2620 2616 N � � � Qor 2616 J co p Lo Co CEO W O co m C) N co W N r ( j q ti W O O C'� <CIDp N Om M ND JQ II C'� V � N J �CO om co c"' w ul)O c coo cov ® N J cc = n w = FINISHED GROUND o v co N o + co cc o a® co c6 n M FINISHED GROUND cljN II ¢ c� oc F- ,,, _., j` N w N uj coo x .Q -' o AT CENTERLINE --j oc n AT CENTERLINE o m o�c N cm + o m cmv '.'� c.-) a� N w C3 v5 o cn w Lu II <t co N w - 2612 � 1Cl m � J n � � ; � 2612 nwa a � w nwEZ —— — -0.40% e .__.— �0.8 8 � w 2608 0.40% -- -- —_ 2608 4"PIRRv EXISTING XISTING GROUND HORIZONTAL AT CENTERLINE 4"PIRR W/SLv 40 20 0 40 80 120 EXISTING GROUND 2604 AT CENTERLINE 2604 SCALE 1N FEET o cn Of S. LYNHURSTAVE W. JACKISNIPE DR. VERTICAL 4 2 0 4 8 12 g = 2600— 2600 Q U 0 CD � CD W c� W c� �� CD � cm � � Lu (D � CD � o �u � W c� �u c� �u CD w c� � CD �� CD �u CD W CD � CD � c� e I u_ 4 u_ u. u_ W u u. u. u_ u�. °.� u_ e� ei a.- v w e= i i i I i I i ce) _ ALE IN FEET t� M O to r I` M CA to f` i'� M O C� N Cj7 O d' M O O coC70 � O co N � O o r �► N et Lo O 0) �7 N � � � �. � co � co � et �! M "� CID ao co oo ao c3i of r5i Oj of of �i co Co 0 0 0 o C o � o �i �i csi O w of o O � o O O ® O r O O � � O c0 O O O O O O O r r r r r- r r 7-- O O O O O ® O co O co O to O to O o O co O co co O co o co co to O to O to O co O co O co O co O to O to O co O co O co �' z O cV <O N CO N N cV O N O N <O N Si QO N <O N N <O N <O N <O N CO " � cv LO N N <O N N N v7 N LJL cn n N n R c c\ w � CN N ON N N � N N R �t O N ® eeee� O tJJ,"a 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 �-- m Lu W N E5 V o ' " z mW � ® ® WWI co 'T C83 O"sW cco o� � 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 32+40 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 C ~ m • ocr 2616 2616 �CDcc O 2620 2620 0_ W L— cn Fr 0- cnLu Lu � 6� ouJC14 N Y Q ® ®m � Cflcr_ O>-CID w co + CO J J 61B N N 0 O r L ® cn coLu cc . co N -E37 • O O >- 2612 11 � M � < � � � NeCID w � r � 2612 216 2616 � W � En w CD O ® T° O 'n p m OD ® /\ O co �- O co "4• r O cc + co co O O + co + to Om c? N co chw ¢ >_ O N w + co r- CV w r N + to co M II ® N M II Q M 11 t=.> M N o ® + � w + co cn CD o Jcov ¢ II w �< J F- II ct N O r o can n w m w En w C� cn w ¢ 1- w Lu m + co o w II ct� N r II c '- EXISTING GROUND En N N o .� �? ti Yd FINISHED GROUND EXISTING GROUND ± co _J Q = M 11 j n � m O to w w II w AT CENTERLINE ¢ co w cn m -.i cn 2608 --— " "' 26OS " ~o m `_`i M `i.� + N W AT CENTERLINE AT CENTERLINE c„ w NA - --- 2 12 p N + M T 2612 55�o LFN Olp p M O r N w < + co 11 -0.70% —-- ——— —— _._— ._. __ _.._ — aC $ co cn M m co '- 11 c� T N �� �GEI+1$tc _ + o � cW + J 1= � II cn w C3 �► -0.40% -0.40°l0 _1 o N o+ N o N cn '.'-' cs = w �O �! FINISHED GROUND °94 2.00� c.60% cnn n w < .�; n w ___—__ 96 2.00_ A.,0305 AT CENTERLINE `" w ._ —_ 0.659'� _ ___—_ 03/09/26 0 2604 2604 2608 _ _ _ ___—— — — — 2608 Of x 1.14°�b '2 00% 1.98� SW. 7TH AVE. 2600 2600 2 04 2„sD 4"PIRR 2604 0 v— VU/SLV o W Lo W c� W cm �u C W CD CD Q CD W CD c o w ( w w w w w w u. co O N 00 w co �� o o w W 00 � c6 � � �; � ; � , � , � � � N � S. DROPCREEKA 'E :D p O O O O O O O ® a Eo W BACKWOODS DR. •� co O co O co O co O co O co O o O o co o W. (n cp O N O N <O N N O N <O N N N N tO N O -ro c oo r 2600 2600 W x 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 v � o W c� cz w Lo W (D W cD W E9 W E9 �u cz IQ � CD CD CD � CD E3 �s (D I- _ j - 4- w w w w w w w j.L w w w w LLA_ V) Q e e e ( e e I e V e e f e ® e o e e e to C!) N O O co N c0 M O �� m r co M (� OM m N � ' N ` co � m � o � M O cn O m Co j M � o °0 m r C3 _.._ co r: ti r i\ co co o`j co cxj co w acj ai as ® a W u. 0 rn p O o o O o o O Co O O O o r r O to O to O Co O co O to O co O to O w O c� O co O to O co O co O to O co Z <O N t0 cv �O N �O N CO N CO 04 <O N �O cV O N N N �O N O N O N CO N Q Q Ejp nl N N N N �`� N �s w w o O ® to o 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 W � N o g 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+ 0 1 + + 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 4 0 00 9 60 2620 2620 2620 2620 Q :0 W o 2616 2616 ® W 2616 0- � M Y 2616 cm � W � NQ = M v Q II �- to co uaj- CD N w FINISHED GROUND EXISTING GROUND N w c O `-� coo w o o �" - o cn + o LL J r ® �; o M W cO co uJ M o c, ,�- Q W FINISHED GROUND EXISTING GROUND + o m � cr N 0 O co w ¢ 11 ¢ AT CENTERLINE AT CENTERLINE "' O co ® m r co cn °� ® � > o o M N w c.� II ® U n u .+ ``o�' ® � cow c+ c4 uu M o co co o o M o co p Lq AT CENTERLINE AT CENTERLINE r II < Lu _ T- o + or ® + coat E- CD �' c` T_ ¢ �, � Mw � MQ 2612 r �; a. Q o I, ® g �; Q SON + � � N = 2612 2612 -+ � �' �—� 2612 � � W � Q L 1 cn w C�� r �-O N_r J } = O N + c0 O N En h- U'' F- w ui � i-- w w Z II N r 11 0 1,66% cn C6 ru cn w co Ld W En � z 0.50% 0.40% cc .1.25 � Q 1. _ _ ss�-20® 2608 _ _. _ __—— — _os1% — — —_ 2608 ® � CD 2608 — 2608 .2.00� 1.96% �M J � PUBLIC ALLEY B 2604 2604 2604 2604 , CD � CD � � � � �, CD we e e e e f e ) e e ! e e PUBLIC ALLEY A ' � � � � � T � o a r o N c6 �` o °� o o a o SCALE 1°'=4®' 1'°=4' m O cc O O O O o O o O co HORIZ VERT LO N O N <O coN <O N N �o N N LO N <O N CIN DWG.DATE 03/09/26 2600 2600 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 � �.. PROD. N0. 250120 E2 � E� cm cm CD W � �v w � W cm 2 CD � c3 C c� ' c� c� � of co N I N � ti u u� `� r O co U O M N O o � co O co O to i e o o � ci +� oi �; oi �; � �6 c c6 � SHEET 5OF12 L_1.66% r r r O O O O CO Cl O Co O O co O to O co O co O co O co O Co O co O co O co O co O co <O N O N O N O N �, N <O N tJ N <O N r 0 N �O N <O N CO N CNI �; ON C\ Cl� vIrN- ST-2 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 /SHEETS/250120-ST-PRO.DWG as as m PIR - 21 ® " W.RUDDY DR. - 2'SO _e $ids- - - --- ----® 74 - 8Rw ° / . 3= sS " 22 11 CO " a ui II e H co T 1 a� STA=22+23.17 - - - - - - - - -- -- - - - - - - - ° EP EP EP EP L+� cn - - - - - - L�, Z ® ® a ® I! 2 a ® iQ. O I d C/' " . N a SSMH 1.10 `". ®pE 23 I J o : d°:. STA=12+23.04 24 . EX SSN1H2.13 � C, 4 CLu `aPIR STA=24+35.67 so° d o o 24FE C6 L 811W 8"!dV o w o Q II YV IBACKWOODSR. 3 W I 3 s0° so° N— 24 I LL N� � .40 ° s0° 8'�S 8"S 25 _4°aP9 0C _ _ _ _ z � w � N i i � 147° oo ® �� O w w z SSMH 1.06 . .. I m SSMH 1.11 W N �� a STA=22+92.17 co STA=25+63.69 " " 13s 2 z 1 � -- w®� _ 2 980 25 } W c" O LL' � 18 a4 oo � 3 4 __-- ---- 26 a.. (n cc® 0 BLK 15 2 ---- w N � CD c 2 � �Fcw 2 ~` zW � er 4 �- Q Q O ® � ~ 3 I 3 I coN ---= 5 ---- ® ® z co - - 27 d cm 41 4. N 4 4 b BLOCK 4 co co cc ®� Q 5 4 c . w a _ 6 P m JL 5 5 5 2g �qL ---- ---- N I S�® F co 60 N - BLOCK 10 a 6 6 s 20305 s $ s 03/09/26 0 a m29 p BLOCK 3 ca ca BLOCK 9 40 20 0 40 80 120 vpS,grE o¢�oPP�� 7 7 8 I I yvA w. Lu 7cn --__--4. 9 ---- SCALE IN FEET 26 B $ 6ID. 10 $ 30 o 7cn L &- m w co I 9 9 N34 � N � 9 1 ____ 11 I O "' CD co � 00 �v ---- °° _-_- 31 10 cc c 10 10 �- 12 _ V) < o '— a __-_ c_n O rn co I co 11 i 1 co I < z 8 11 900 900 13 ® cn BLK 19 o I I O cam co SSMH 1.07 32 w STA=26+01.91 SSMH 1.12 SSMH 2.16 SSMH 2.15 :� ® STA=28+34.79 a. : SSMH 2.14 LEGEND STA=28+40.94a" - = _ . . STA 27+65 95 STA 29+98.79 a. �" o 811W 1 8"W I 8„W ti� -----___-� STORM DRAIN SYSTEM&SEEPAGE BED 25 9 137°° ` r`�s° , 27 W.JAC SNIPD.R. 28 W.JACKS IPE 33 I 113° 8 S8E1S- 1 STREET LIGHT 112 s0° 112° 1p, s0° Baas 1 a5° so° EXIST.STREET LIGHT A a . 29 35° 34 8 S SEWER LINE MANHOLE 24 100 e SSHM 1.08 1 a.. STA=26+52.29 SSMH 1.09 8°W WATER LINE WITH VALVE N STA=28+8$.02oo FIRE HYDRANT WITH GATE VALVE • 4°P1R a PRESSURE IRRIGATION LINE WITH VALVE m O o PRESSURE IRRIGATION SERVICE Z PRESSURE IRRIGATION DRAIN co Z CL a' ~ ov a_ �? o 10 11 12 13 14 15 16 17 1� 19 20 21 f� V 23 22 23 24 UJ c.� F— BLOCK 7 (n z Z) u— Q 6`°PIR 6"PIR 6"PIR w w SCALE 1" = 40' i DWG.DATE 03/09/26 PROJ. NO. 250120 SHEET 6 OF 12 /SHEETS/250120-UTIL.DWG ® v ®® f l ®. °-- N1 OPEC TB 23 o EX SSMH 2.13 E8 Z�; ° 4�$PI TB ® . co STA=24+35.67 ° °C E18 9® N3 I. N4 24 UNPLATTED J L 2 C TANNER CREEK W8 S2 PHASE 1 I FUTURE TANNER CREEK E18 TB 4"PI MULTI-FAMILY ° 147 ..a® - SC=25+64 °° N3 SC_24+76 1.11 1390 SI=2603.5 SI-2603.7 11.69 `� E13 TB SL=38' 2 SL=44' 1230 980 E3 SC=24+92 25 ® SI=2603.7 18.0' S2 SC=25+85 SL=34' N3 N HORIZONTAL s1 sl=2603s 3 - -- 1 51 I 40 20 0 40 80 120 N3 SL=46' ---- N3 SC=25+20 ° SI=2603.8 26 N N3 SC=26+09 ___= SC=25+28 SL=44' SI=2603.7 �. SI=2603.9 S2 SCALE IN FEET s2 2 S2 SL=46' 4 �' SL=34� S2 N3 T7 V6 H TB TB SC 25+52 N3 VERTICAL = SC=26+34 3 SI=2604.0 SC=25+58 cn W6 SI=2603.9 5 =--= SL=34' SI=2604.0 27 4 2 0 4 8 12 co 13 F SL 46' SL 44' z V) o _ ®. u_ mmomE o N3 co SC=26+57 BLOCK 4 ---= SC=25+76 c° cn S2 SI=2604.1 6 4 SI=2604.1 N3 c�i I It icl S2 SL=46' SL=34° S2 SCALE IN FEET Of a N3 SC=25+95 N3 SC=26+01 SI=2604.1 �$ J o SC=26+85 5 SI=2604.2 SL=44' I W a 7.5' SI=2604.2 7 =--= SL=34' S2 ® - SL=46° ----- oo rs. _ -- SEWER &WATER KEYNOTE LIST a -- BLOCK 10 Wsui I-T �' _ _ SC=26+27 N _ O ®m co N3 SC-27+11 >_ 6 SI=2604.3 3 SC-26+34 ITEM DESCRIPTION z J� cm N3 SI=2604.4 SL=34' S2 S2 SI=2604.3 � � N� Lu SL=46' $ SL=44' 29 A8 ADAPTOR,8",FLG.X MJ ® (V u, c SZ 0 .� c x FLGCIO . ��.... ® w`� 1 SC-26+57 N3 E3 ELBOW,8",11 1/4 N W z SC=27+42 7 SI=2604.4 cc E8 ELBOW,8 11 1/4°,MJ ;v SI=2604.6 6 -__= SL=34' > (� m N o ;:.° N3 SL=46' -c%j __- ° SC_26+78 r E13 ELBOW,8",221/2°,MJ x FLG. o ® v SI 2604.5 �C co o c° N< N3 SC=27+65 $ SI=2604 54 SL=44' 30 t� E18 ELBOW,8",221/2°,MJ LL o 9 52 SI=2604.8 1® _ 1 S2 a N3 °= f, S2 SL=46' SL-34 S2 m E28 ELBOW,8 ,45 ,MJ . . ® � T7 V6 H TB TB W o a,o N3 _ SC=27+08 �' H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) O.. =ZE W SC-27+90 9 z w - SI=2604.9 11 ____ SI=2604.E W6 I SINGLE METERED SERVICE CONNECTION,1'°,WITH 3/4"METER AND < W SL=46' _-- SL=34' 13 LF SC_27+21 S1 3/4"METER SETTERS PER STD 1 2 AND 6. ® ® o w 9 _00N SI-2604.6 31 )1 ) ) v ---- sc=27+32 V u m Lu N3 SC=28+13 ac _ 10 SI=2604.7 N3 `-�� SL- � DOUBLE ETERED SERVICE CONNECTION,1",WITH 3/4"METERS AND uj S2 ® CC ® m S2 SI=2605.1 12 °1- �:. UNPLATTED o 3/4"METERS ERS,PER STD.S 3 AND 6 . o - S2 SL=46' �. SL=34' S2 z Lu Ica N3 a °° i __-- 11 N3 SC=27+56 I FUTURE TANNER CREEK L1 SLEEVE, 16",PER STD(SW2) go- 9a° SC=28+41 13 SC=27+76 SI_2604.8 MULTI-FAMILYco SI =2605.1 5I=2604.9 SL=44 T7 TEE,8"X 8"X 6",MJ X MJ X FLG. T ci =W � co 3 SL=44' SL=32' E28 TB 32 T26 TEE,8"X 818",ALL FLG. H 1.12 SSMH 2.1E SSMH 2.15 N2 P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) ANAL -40.94 STA=29+98.79 STA=28+34.79 SSMH 2.14 TB S� ". v STA=27+65.95 SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 �i� �C,EWS --94 LF ,E �I 236 LF � O� 8 W 8"W �' S1 V6 VALVE,6"GATE,FLG.X MJ H TB TB W.JACK SNIPE R. ' N2 33 I a 8°'S- 9� W8 135° �9 V8 VALVE,8"GATE,FLG.X MJ 20305 90° $S 29 135° 9a° `� W6 WATER MAIN,6"PVC,C-900 03/09 26�p p . ° c'cpl 135 E28 TB 100 LF 34 `0O qrF OF • ° 9C :. WATER MAIN, 900 sa° W$ N,$"PVC,C- sy P SSMH 1.09 N 67 LF ° 900 STA=28+88.02 T26 3 N3 N3 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, A8 S2 S1 S2 N3 S2 THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR 28+39 SC=28+88 Vg S1 , BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN.IF A SI=2605.3 SC=29+99 SC=29+47 SC=28+96 SC=28+46 - SC=28+25 _ I N1 VALVE IS EXISTING AND THERE IS AN EXISTING VALVE AT THE O _605.0 SL=36' V8 SI=2605.4 SC-28+35 SC-28+19 p � SI_2605.6 SI=2605.7 SI=2605.4 INTERSECTION,REMOVE VALVE AT BLOW-OFF. OTHERWISE,RETAIN o 38° SL=29' SL-31 SI=2605.5 SI=2605.4 51=2605.4 SL=31 SL=31' SL=48' SL=113' SL=150' VALVE AT BLOW-OFF IF IT IS A MAIN SIZE VALVE. w aII f- c-1 `o SEE SHEET S-Z N2 SEE WATER NOTE NO. AND SEWER NOTE NO. ON THE TITLE SHEET. � °' O (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) ao 00 N N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. w x v N4 RETAIN AND PROTECT EXISTING SEWER SERVICE AND RE-MARK AS NEEDED. ® `` 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 V) < o '� 2620 2620 Q o V) scc o oom uj co NOTES: 2616 M ; m � 2616 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o CR N '� " APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION 0- cc FINISHED GROUND c � moo a2 cv c cj OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ® EXISTING GROUND N o r� + AT SEWER LINE ® cc + r II + N a, o ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY AT SEWER LINE T N c.i ° II c� II + LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE w m N � JN II _ w it cccs, r > � cv 0 0 _ �,, II v? M N II NUMBER IS 1-800-342-1585. 2612 _ - N � + � � � � � � a �� W � co 2612 LL. i c � a � cn V, w co cn cn co � F- 1= cn � cc �v, 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS N Z Ed `e' - - - MARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. cry cn -_' _._. .._ __ • a � � `' °C "' -- 1 r- 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. m a- o 70 uj � < Z CL 2608 r 2608 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. �- z 0 4"PIRR ---- - _� Q W/SLV 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE � � �' I $„W WATER MAINS SHALL HAVE 4'OF COVER. o 0 U NZ 6. OWNER TO VERIFY ALL EXISTING STRUCTURES,WELLS AND SEPTIC SYSTEMS HAVE mo ? <= a- 2604 I 2604 BEEN PROPERLY REMOVED. WELLS SHALL BE ABANDONED PER IDWR REQUIREMENTS. 04 e c I CONTRACTOR SHALL CONTACT PROJECT ENGINEER IF ANY EXISTING WELLS OR SEPTIC O - LLJ uj 271.371� p I I 160.00 LF SYSTEMS ARE ENCOUNTERED. U 8"PVC @ 0.40% I c'- _ - - 64.84 LF 8��PVC @ 0.65% � co w U ~ 326.28 LF 8°PVC a@ 0.40% GY cun' o ® � z43tQ � - 8"PVC @ 0.40% `" ■■ O 2600 � co .- er ® _O N N N o N N 9 2600 \w� z J ~ � WC3 N c) N NNN O > ui `' II c" II II II II � ui CS W Cep N �. � � N N Z V 259E II II co zo � 2596 Lu v) � v � SCALE 111=40' 1"=4' co HORIZ VERT n DWG.DATE 03/09/26 2592 2592 co PROJ. NO. 250120 S. LYNHURST AVE. SHEET 7 OF 12 W. JACKSNIPE DR. 2588 2588 S. 1 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 /SHEETS/250120-SS.DWG � W.RUDDY DR.Hw EWER !MATE/ • .\EYiV / E LIST - - REMOVE EXISTING GLEANOUT AND °` !�'. MAKE CONNECTION. CONTRACTOR 6Y. lP�I�DY OR. SHALL VERIFY EXISTING INVERTS ITEM DESCRIPTION PRIOR TO CONNECTION. IF INVERTS -� �" - ®. A8 ADAPTOR,8,FLG.X MJ = DIFFER FROM PLANS CONTACT DESIGN @ ENGINEER_ -- - - - - - - - - - - EL 11 / J X FLG r® - -1 E3 BOW,8"y 1 4°,M I TANNER CREEK I - J E8 ELBOW,8",11 1/4°,MJ l _ 00 -1� PHASE 1 I IBLOCK 4 E13 ELBOW 8" 221 2° J X FLG. EX.SSCO 1.0E N1 f f 0 f ®, STA=22+2317 E18 ELBOW,8",221/20,MJ ac ci SC=22+33 ° -� . E28 ELBOW,8' 45°,MJ 2 SI=2601.2 co H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) Vr ® N3 _ a.. SSMH 1.10 TB /° �_ S1 SINGLE METERED SERVICE CONNECTION,1",WITH 3/4"METER AND em Un° STA=12+23.04 E8 /.. O S1 4"PI TB ® 3/4"METERSETTERS,PER STD(W1),(V112)AND(W6). cn . . a - � HORIZONTAL DOUBLE METERED SERVICE CONNECTION,1',WITH 3/4"METERS AND � . . . a.. E18 TB V8 V8 A8 T26 as a 3/4"METER SETTERS,PER STD.S(W1), 3)AND(W6). gQQW gQQW 25 LF° 4 40 20 0 40 80 120 SC=22+92 20 LF SLV __j 3 a a N2 6 N2 W. ACK 00 ?\ L1 SLEEVE, 16 PER STD(SW2) 90 w SI=2601.4 90° 9 _ r 24 KN2)125 s�F' E18 TB SL=32° so° 8"S gQfS - - -4" I - T7 TEE,BQ,X 8"X 6",MJ X MJ X FLG. L1 SCALE IN FEET SC=25+64 T26 TEE,8"X 8"X 8",ALL FLG. 147 SSMH 1.0E f m SSMH 1.11':' . `�� : SI=2603.5 P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) STA=22+92.17 S2 `� °° STA=25+63.69 13s° �-�` � TB 123 E3 E13 SL=38' Z TB VERTICAL SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 � - SC=23+27 98 SI=2601.8 SC=25+76 4 2 0 4 8 12 � N3 SI=2603.5 V6 VALVE,6"GATE,FLG.X MJEfi �13 SL=44' 18.0' S2 SC=25+85 ° S1 1 -___ SL=33 S1 SI =2603.6 3 V8 VALVE,8"GATE,FLG.X MJ SC=23+53 15.5 - N3 SL=46' J� 1� 4 SI=2601.9 N3 SC=23+58 Z ---= SC=26+03 N N _ SCALE IN FEET W6 WATER MAIN,6"PVC,C-900 LK _ SI=2603.7 3 SC:-26+09 SL=34' S2 SL=2602.0 a 2 SL=31 S2 SI=2603.7 °c Cl �5.0' ° � a W8 aTER MAIN,8"PVC,C-90o � er S2 SL=46' 4 J o , _ SC=26+28 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, u i SC-23+82 T7 V6 H TB TB THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR o W o SI=2602.1 3 3 SI=2603.9 N3 SC=26+34 ® co c � _;,a SL=44' _ SL=31' BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN.IF A z o N3 � 6 -__= u, W6 SI_2fiO3.9 5 N1 VALVE IS EXISTING AND THERE IS AN EXISTING VALVE AT THE Co °5 r SC=24+06 =__- SC=26+51 s o 13 F SL-46 ®_ (� -. 13 LF S!=2602.3 � INTERSECTION,REMOVE VALVE AT BLOW-OFF. OTHERWISE,RETAIN SC_24+13 °` S2 SL=44' 4 4 Si_2604.0 N3 SC=26+57 BLOCK VALVE AT BLOW-OFF IF IT IS A MAIN SIZE VALVE. �•- � W 42 5 SI-2602.4 SL-31 S2 SI=2604.1 W N o SL=34' T7 V6 H TB TB S2 SL=46' 6 N2 SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. U ;v m - SC=26+77 O (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) o W SC=24+30 I ® W = o SI=2602.5 5 5 SI=2604.2 N3 OF- S2 Q SC 2fi+85 o N W SL=44° SL=31 3 SEE WATER NOTE NO. AND SEWER NOTE NO. ON THE TITLE SHEET. M 4 --- 7.5' SI=2604.2 7 (� o o � N3 __ SL 46' N4 RETAIN AND PROTECT EXISTING SE R SERVICE AND RE-MARK AS NEEDED. �" . . N3 0o SC=24+57 cc SC=27+04 W C) SI=2602.7 6 ac 6 SI =2604.4 L. `�' �__z a SL=44° °- Q N3 SC=27+11 FLu SC=24+73 S2 ®, SL=31 S2 N3 SI=2604.4 Q z _ 6 SI=2602.8 SL=46' $ ® z ® ,,, � SL=34' N3 SC=24+87 BLOCK$ BLOCK 9 SC=27+34 >� o S2 J m Lu d cd SI=2602.9 7 7 SI=2604.s tL J SL 44' --- SL=31' NOTES:Lu O ,. `-j @ ---- c) a SI=2604.6 9 z W _ 15.5' N3 SC=25+14 --= SC=27+59 c N a N3 SL=46' 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ®off 26 l ui SI=2603.1 $ $ SI=2604.7cc ctj `� N o N3 SC=27+65 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION co o S2 SL=44' SL=31° S2 SI=2604.8 �o OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMESca SC=25+32 _____ S2 SL=46' ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY 7 SI=2603.2 ; SL= 6 SC=25+38 SC=27+84 N3 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE Nq _ SI=2603.2 9 9 SI=2604.9 SC 27+90 NUMBER IS 1-800-342-1585. �g�0 L F� N3 SL=44' ___= SL=31' SI=2604.9 11 � ENSFO S2 SC=25+55 =__= SC=28+07 SL=46' 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS SI=2603.3 10 a= 10 SI=2605.0 N3 SC=28+13 MARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. 20305 S2 SL=44' N3 -°�- SL=31' S2 S2 SI =2605.1 Z 03 O9 26 �� T SC=25+84 _- - cn ° SL=46' `* 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. `�'>► o SI=2603.E N3 SC=25+90 !11 co ® I _ N3 d y `a z $ SL=34 SI=2603.6 1' SC 28+41 9a° 9d° SC=28+41 13 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2/o GRADE TO THE PROPERTY LINE. Uq H BLK 19 ® I E28 TB SL=44' SI SL=2905.0 St=2605.1 ° SSMH 1.07C. W6 3 ° SL-44 5. MIDSECTION WATER MAINS SHALL HAVE 5 OF COVER.IN ALL OTHER AREAS THE STA=26+01.91 �4 �g E28 TB SSMH 1.12 SSMH 2.16 WATER MAINS SHALL HAVE 4'OF COVER, m7. -14 13 LF N3 0. STA=28+40.94,®_.. - STA=29+98.79 0 � 149 LF of 94 LF 6. OWNER TO VERIFY ALL EXISTING STRUCTURES,WELLS AND SEPTIC SYSTEMS HAVE o 8 8"W ' BEEN PROPERLY REMOVED. WELLS SHALL BE ABANDONED PER IDWR REQUIREMENTS. w `L ,r W.JAC NIE DR. J""'CN)2 T7 V6 H TB TB co ® 9 79 LF 137° �s° n 27 - 28 W.JACKS IE ! CONTRACTOR SHALL CONTACT PROJECT ENGINEER IF ANY EXISTING WELLS OR SEPTIC I_- N c SYSTEMS ARE ENCOUNTERED. V) SEE SHEET S-3 SEE SHEET` S-1co 23+60 23+20 22+80 22+40 22+00 21 +60 21 +20 w �' " �®� 2616 261E W V) Q EXISTING GROUND 0 - 0) - o FINISHED GROUND AT SEWER LINE 22+40 22+8 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 v 00 AT SEWER LINE J ® Q � 2620 2620 0 r. ct� w00 2612 � 2612 �v _ �, a un w p � � p � ® o N N M N Lo CL co + � � � � � 'I _ + ;; 261E '� 2616 � t>i.lN II W 11 � WN r nj = mow VjLq II 2608 U) cc c � � � W � � � � � � � � 2608 NLLJ +, M asN ® � _- cn � FE �� � N � � FINISHED GROUND 9 � .� u + � _ d� .- � � cr EXISTING PAVEMENT r , c AT SEWER LINE _ N w y g AT SEWER LINE LLJ co M �+ co + ono � � L' N 2612 � T o � � N � II � T � � _ �� 2612 . � cc W I ® TN > Ln '- r � � N II fY1 lil a, cw coi a' r w N it _ w II o ;0 2604 2604 � 2 II + N _ � W II � cnc � � _ ® o y II o c > �N � = M < cn cnlq,- occn �, o Z r � wN II tnco H � W I I I I - - ---- _"- v� I I 2608 _ _ __ _-- 2608 CZ II EX. &IN � � ®ccn � - _ W/SLV -- O I- o - - _ 260 � o 66.00 LF 58 47 LF - �w z� gQf pVC @ 0.40� `. c� 8°PVC 0. o o - W 0 � " ® @ UPI 0 N N r r► 0 0 o g oi � oi � 2604 12"SD ° 0.2s LF 2604 U ~ Y co co W co o� m � W/SLV 8 PVC 0.42% III U N N N N ►d) Q �8 C� N N Q m n n II ,I 11 2596 r o < 2596 » Zt s g"W > > o > o o 273.25 LF ■I■ - - > = W/SLV co co c� � `` z 8"PVC @ 0.65% M coa 00 _ - - Z c) �- �t co co 2 223.24 LF co w 600 2600 � cr 8°-PVC @ 0.43% v �i co N 2592 2592 N M to Ml a ® 01 W = r N ® NO C) O co NN � > t\ c c ® Cl N N N II II 2596 � � � N o � � 2596 � - - ® - > 00 " SCALE co 1"=401 1"=4' om > � > _ - � HORIZ VERT 2588 SW. 7TH AVE. 2588 co � Eo � W. BACKWOODS DR. °° S. D P E E ACE.w wDWG.DATE 03/09/26 co PROD. NO. 250120 2592 2592 2584 2584 22+40 22+8 23+20 23+60 24+00 24+40 2 +80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 SHEET 8 OF 12 23+60 23+20 22+80 22+40 22+00 21 +60 21 +20 S-2 /SHEETS/250120-SS.DWG SEE SHEET S-2 SEWER & WATER KEYNOTE LIST STA=22+23.17 ® ac SC=22+33 ITEM DESCRIPTION z ® 2 St=2601.2 A8 ADAPTOR,8",FLG.X MJ SL 34' I `� TB E3 ELBOW,8", 11 1/40,MJ x FLG. N3 H 1.10 TANNER CREEK STA 12�+23.04 E8 / J L E8 ELBOW,8", 11 1/4°,MJ S1 PHASE 1 4"PI TB _ - c� ° °.. - - E18 W,8°°,2 1/2°,M x FLG. TB V8 V8 A8 T26 a a _ E13 ELBOW, 2 J o 203 LF E18 ELBOW,8",221/20,MJ 8„W 25 LF Q SC=22+92 20 LF SLV a N2 n N2 W.BACKWOODS _ I 3 SI^2601.4 900 g_ 8"S 24 r N2 25 ?s`F E18 TB E28 ELBOW,8 ,45 ,MJ SL-32 " H FIRE HYDRANT ASSEMBLY COMPLETE PER STD. 8 9 &W G5 � I- I 0° 9N° L1 �� 8$ 147°7. SSMH 1.06 _ �c SSMH 1.11- \ "'cry°°: S1 SINGLE METERED SERVICE CONNECTION,1",NTH 3/4"METER AND STA=22+92.17 S2 `c co STA=25+63.69 13� �'� TB o 3/4"METER SETTERS,PER STD 1 , 2 AND 6 . E13 ) ) ) SC=23+27 SC=25+76 123° s8° E3 DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4"METERS AND SI=2601.8 HORIZONTAL S2 N3 N3 SL=44' SI=2603.5 18.0' S2 3/4"METER SETTERS,PER STD.S(W1),(W3)AND(W6). S1 1 1 SL=33' 40 20 0 40 80 120 sa 15.5' S1 L1 SLEEVE, 16,PER STD(SW2) SC=23+53 � N3 BLK 16 4 SI=2601.9 N3 SC=23+58 Z =-__ SC=26+03 r T7 TEE,8°°X 8°'X 6°°,MJ X MJ X FLG. SL=34' SI=2602.0 Z SI=2603.7 N N3 U 5.0 S2 SL=44' SL=31' S2 SCALE IN FEET T26 TEE,818"X 8",ALL FLG. S2 SC=26+28 T VERTICAL TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) SC=23+82 0 _ SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 St=2603.9 N3 0_ SL 44' 3 - 3 SL=31' 4 2 0 4 8 12 �° "' N3 --- co W6 V6 VALVE,6 GATE,FLG.X MJ 4 W6 SC=24+06 -__- SC-26+51 Q co c \-13 F 13 LF SI=2602.3 _� V8 VALVE,8"GATE,FLG.X MJ �C SC=24+13 DS;2� SL=44' 4 4 SI =3604.0 S2 N3 SCALE IN FEET W6 WATER MAIN,6°'PVC,C-900 J o o- ® J SI=2602.4 `® MNI SL=34' T7 V6 H TB TB S2 ®C, a I SC=26+77 W8 WATER MAIN,8"PVC,C-900 ® J SC=24+30 SI=2602.5 5 5 SI_2604.2 N3 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, SL=44 __ _ SL-31 7.5' THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR ® o m 4 I N3 _ __-= BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN.IF A o m N3 0 4 SC-24+57 SC=27+04 N N1 VALVE IS EXISTING AND THERE IS AN EXISTING VALVE AT THE SI=2602.7 6 oc 6 SI=2604.4 _ 0 (.0 (� CC� SL=44' _ N3 INTERSECTION,REMOVE VALVE AT BLOW OFF. OTHERWISE,RETAIN W 0 o SC=24+731L S2 �. SL-31 S2 N3dl. VALVE AT BLOW-OFF IF IT IS A MAIN SIZE VALVE. �- Q 6 SI=2602.8 acm W W® o SL=34' N3 > 0) BLOCK 8 =+ BLOCK 9 c S2 N2 SEE WATER NOTE N0.2 AND SEWER NOTE N0.2 Oiil THE TITLE SHEET. ,. SC=24+87 SC=27+34 (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) ®W .5.0' SI=2602.9 7 SI=2604.E 0 o ~z tj-J SL=44' --_- SL=31' a. N3 SEE WATER NOTE N0.3 AND SEWER NOTE N0.3 ON THE TITLE SHEET. M z"i L 15.5' --- J N3 0 0® � T-. N3 SC=25+14 ---- SC=27+59 o N N4 RETAIN AND PROTECT EXISTING SEWER SERVICE AND RE-MARK AS NEEDED. . . 26 SI=2603.1 8 8 SI=2604.7 C° N< N3 W o cc cc � 2L; SL=44' SL=31' S2 a.. - SC=25+32 S2 Q W Q 9 SI=2603.2 SC 25+38 SC=27+84 N3 O 0 W SL=34 SI=2603.2 9 9 SI=2604.9 ® N3 SL 44' --- SL=31' U °°� a cf� e' ---- �-}r ,_,, .° O ®� m S2 s=2sos 5 -= SC=28+07 N - NOTES: �1 z u �. 10 �c 10 SI=2605.0 N3 cc S2 SL=44' SL=31' S2 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWNIN AN c a N3 ®o � co S2 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION N o �� r SC=25+84 ____ o _ OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ~°° ® I SI=2603.E N3 SC=25+90 11 N3 ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY z 8 SL=34' SI=2603.E 11 SC 28+41 a 9U° 90° BLl( 19 o I `® w . E28 TB SL=44' SI=2605.0 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE S�pNAL Lc SSMH 1.07 `� W6 SL=29' 3 � °.® NUMBER IS 1-800-342-1585. ��i��.�GENSFO STA=26+01.91 �� �� E28 TB 13 LF SSMH 1.12 _ !,r _ 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS m N3 STA-28+40.94, a '7� ® 14s LF i► a _ g4 LF ARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. 20305 . �w r�° 8 W.JACK NIP 8"W y „ cp 03/09/26 p 9 79 LF 1370 a 113° s 8"S 27 S E . N2 28 T7 V6 H TB TB �.- 3. ALL SE R SERVICES SHALL BE 4 UNLESS OTHERWISE NOTED. v >qr OQ� 112° �! ° oil S" Lu �., 90°-41 LF b 112 N3 N s0° ui Osy E OF w w I 3 N3 _ 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. 24 ~ SSHM 1.08 ° ` `: lit eA Lu 5. MIDSECTION WATER MAINS SHALL HAVE&OF COVER.IN ALL OTHER AREAS THE S2 STA=26+52.29 SSMH 1.09 T26 y STA=28+88.02 WATER MAINS SHALL HAVE 4'OF COVER. SI=603 9SC 0 SIC 26+36=2604® S2 .100 S1 S2 A8 S2 6. OWNER TO VERIFY ALL EXISTING STRUCTURES,WELLS AND SEPTIC SYSTEMS HAVE `) SL= 128° _ SC=26+51 - 0 SL-94 SI=2604.0 SC=26+86 SC=27+36 SC=27+87 SC=28+39 SC 28+88 V8 BEEN PROPERLY REMOVED. WELLS SHALL BE ABANDONED PER ID REQUIREMENTS. w ao SL=30° SI=2fiO4.3 SI=2604.E - Si=2605.0 SI=2605.3 SC=29- CONTRACTOR SHALL CONTACT PROJECT ENGINEER IF ANY EXISTING WELLS OR SEPTIC t= N 00 SI-2604.8 SL=36' V8 SI=260! °' SL=38' SL=38' SL=38' SL=38' TB SL=29' SYSTEMS ARE ENCOUNTERED. w cp O 00 � Lax I- _ to < o o i Q < 00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 Q 2620 2620 U3 wCD N CD 261E 2616 N Lj FINISHED GROUND EXISTING GROUND o -J o o AT SEWER LINE AT SEWER LINE �' + LL ~ Lo N co ri oi � N o c > oN0 pp T M O N I` r m W N II Cl M N N O _ W 11 rm.I 2612cr + 2612 CL �a � No + cow p + � � � M �cy' � T ® o c  m co � c J co to et Gc to � O . O if Z9LLJ Q Lu Q _ mow cn � occn� ---._ -- Q t� cn 2608 cn � cn --- 2608 V) 4"PIRR `- W/SLV o LU COD 46.38 LF w 4 "P 41 U � 260 W 2604 Z z V) _ u- < y Oi U Q W i 231.74 LF ,�' w z -� W y $"PVC @ 0.70% o � � � o � � � c"i o w 305.74 LF o 2600 W� = N N 2600 �' cc O"PVC @ 0.40 fA O II II LL! a1 '- N F-- Lq r, co r " = C L I Z ,-- ® N O O O > c� L.L. cfl co O O O G N ~ > Go et" N N N N > o _ ® z 1�!=40' 1"=4' 2596 II IIIjI iI „ � � m � w'/^� 2596 SCALE HORIZ VERT ry - N! L co co > W . JACKSNIPE R. DWG.DATE 03/09/26 z SW. 7TH A►VE. v ®° PROD. NO. 250120 2592 2592 SHEET 9 OF 12 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 /SHEETS/250120-SS.DWG N. JG ` — — p pRUDDY -- - __ — — -- — � � � .: ®.. � - a ® 12'�D y � °°PIR — R p p ® E� m® p r _ I T'd 40 20 ® 40 80 120 DAY OR. *q4 �, .� P - - �— /� _ 22 N1 .0 � SCALE IN FEET z ---------- o m m.� - - - - - - - - - - - - - - --1 ®' 1 I C np I I i ® acc � I , :Jj cc — 1 ®' � co azA cc � a ® _ L1 1 0- E wt3 a Efl �� ICO oPE� 23 I PRESSURE IRRIGATION KEYNOTE LISTco 0 � ®Wo J o z ITEM DESCRIPTIONCD LL Wffi N1 �� � o N g m � cn :�@ 6 4 Pi 4- R AIR RELEASE VALVE-INSTALL WHERE NEEDED ® "' ® W CD_ - - - - um, W E `� o S1 4 C6 PLUG OR CAP,6 N W o r ° Off R8 Q - S1 }0) co U J I I E9 ELBOW,4 , 11 1/4 W w o I 3 -m —� uj W.BACKWOODS DR. — ���. � �.. to o LLJ ~ I oS 0 M' ��SL8IUD °S 4°°PIR �' E16 ELBOW,6' 90° (� ® g w 2 — — — _ O oo � 5.0° ' m ®._ ®® N1 co S1 P4 PRESSURE IRR.MAIN,4u,PVC,CL-200 . . 2 2 ® cc - = 5.0 � o = ° 2 S1 P6 PRESSURE IRR.MAIN,6",PVC,CL-200 U) W o C 5.0° V4 - � � � �� W 25 z f" CD I . S1 IRRIGATION SERVICE,3/413 Q Q W S1 SL4 S1 SL4 I zCD ® 1 22 LF SLV S1 P6 S2 IRRIGATION SERVICE, 0 0 W o --_- 1 22 LF SLV W m -- - 3 S1 ---- 1 I SL4 SLEEVE,4"PVC,A A C-9000 J W 4 --- - - 26 0 cc ® o 8LK 16 2 S1 22 LF SLV 2 ac 22 LF SLV S1 SL8 SLEEVE,8"PVC,A A C-900 Z W ci S1 St4 4 S1 � SL4 S1 2 L1 SLEEVE, 12"PVC A A C-905 cc� S1 P4 S D o CD 3 I SL4 ( SL4 s I T7 TEE,6"x 61'x 4" m S1 T8 TEE,6 x 6 x 6 I = ®® 22 LF SLV S1 <®® 5 22 LF SLV S1 3 S1 I °E oe °a s 27 I S1 -_ _ - - - 15-�' TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN). �g�ON�►L F� 22 LF SLV T --_ �— DENS m. 4 S1 4 22 LF SLV °° �. 5 SL4 S1 6 S1 S1 4 V4 VALVE,4 GATE �� ..`e� 41 SL4 ,� a VALVE,6"GATE 20305 m I St4 � T r' 5 S1 Q S1 ®• Q SL4 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTOR 03 Q9 26 5 BLOCK 4 S1 28 / / o I 22 LF SLV 7 S1 22 LF SLV 5 _ S1 I N1 SHALL REMOVE PLUG/CAP AND THRUST BLOCK TO COMPLETE THE v AgrE �O�� 4 -_-- 11 - , FUTURE TANNER CREEK INTERCONNECTION AS SHOW. Os, ® ��► Q Ps = BLOCK 8 - -- P4 =_-= MULTI-FAMILY yVA H, M 22 LF SLV BLOCK 10 ® 6 S1 Sl4 m oc S1 6 22 LF SLV S1 6�; a SL4 6 I S1 er 6 I a I 8 s1 J cc rwo M BLOCK 9 `'' > > 29 o m J O S1 7 S1 SL4 N S1 7 a Y �' SL4 = I o ®® 22 LF SLV Lu � p S1 7 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES w M I ---- 22 LF SLV = t- N ----uj 9 S1 ___- m z BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY D 1..t a' m cx: -3 ___ *- P6 AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY � � o 2 �c I 22 LF SLV ®I M ---- I AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT © -oD S1 8 S1 SL4 S1 8 �' 10 S1 22 LF SLV S1 8 30 S1 1-800-342-1585 PRIOR TO ANY EXCAVATION. v SL4 Q` O �. m P4 m 7 S1 SL4 S1 SL4 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. ®C) 9 9 S1 22 LF SLV 22 LF SLV 9 S1 ___- _ S1 I 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. V < z -__- P4 -=1_- I 31 CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 0o 22LFSLV I - - ® Q� �•• ' 10 S1 oc 10 22 LF SLV = w ao SL4 S1 12 S1 °- SL4 S1 10 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES. 25 a - 22 LF V _-__ = 5. SEE SHEET PIRR-2 FOR DETAILS AND NOTES. cw 1 i s1 SLV S1 11 m� 13 co 22 LF SLV s1 11 ®- I o a 19 o I $ m 5.0' S1 SL4 I 6. THE PRESSURE IRRIGATION PUMP STATION TO BE OWNED&MAINTAINED BY THE NAMPA ® E9 V4 TB 5-® 32 IRIGATION DISTRICT(NMID). THE PRESSURE IRRIGATION SYSTEM FROM THE PUMP I ®° TB V4 E9 ®® STATION TO BE OWNED AND MAINTAINED BY THE TANNER CREEK HOA. vJSL8' V • Fd ` ..® V ra 89 1� °� ®: 33 Z z m W.JACKSNIPE DR. E° — W-JACKSNIPE DR. �- • �f� z I 9 8°° 8 S — ,� — S1 • t��,-- oo w I SL8 °' Ln p� ® ^p :. CL 24 PRESSURE IRRIGATION LEGEND P6 TB V4 E9 4"P1 EXISTING PRESSURE z E9 V4 TB P6 ' IRRIGATION LINE � 200 LF O U m I CONSTRUCT PRESSURE � oc J °- IRRIGATION LINE&SERVICES Q T N O - co CONCRETE THRUST BLOCK 5.0' cc m ® VALVE w LiJ a - �- P4 P4 I SLEEVE(A A C-900 OR C-905) o o M ° SL4 (see keynote list for size) rY 3.0 o e- 10 11 12 BLOCK 7 3.0' I m W 3 13 14 15 16 17 18 19 20 21 22 23 24 ®--- DRAIN E■y uj cr S1 S1 S1 S1 S1 S1 S1 S1 �— AIR RELEASE VALVE S1 S1 S1 S1 S1 S1 S1 P6 264 LF P6 �6) 6'°PIR 6"PIR 250 LF 265 LF T8 TB TB E16 I - 6"PIR Ps a @(D'11' o T7 TB uit 10 LF V6 C6 TB P6 SCALE 1" = 40' TB E16 15 LF DWG.DATE 03/09/26 - - - - — - - - - - - - - - - - -- — — _ _ — - - PROJ. NO, 250120 e SHEET 10 OF 12 a /SHEETS/250120-PIR.DWG PRESSURIZED IRRIGATION NOTES 1. THE PRESSURE IRRIGATION SYSTEM WITHIN TANNER CREEK SUBDIVISION AND THE PULP STATION WILL BE OWNED AND MAINTAINED BY NAMPA MERIDIAN IRRIGATION DISTRICT. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIROMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY,PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MINIMUM DEPTH OF TWO-AND ONE-HALF(2-1/2)FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT,ACHD AND ENGINEERING SOLUTIONS,SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 4. 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 1 O 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 12 ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 11 OF THE WASTEWATER RULES(IDAPA 58.01.16). 0 2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A V? O 4" or 6" x 1" SADDLE MINIMUM 9 MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS 1 THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 " co LOT 5' OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA J O 4 or 6 MAIN LINE MINIMUM ( ) 58.01.16). v ® � 0- 1" BRASS PIPE Lj 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO(2)INCHES WIDE,METALLIC RED IN COLOR,WITH THE WORDS m W 9 O1" 200 PSI POLY 18" ABOVE GROUND 5' BACK LOT DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH.PLACE THE TAPE BETWEEN SIX(6)INCHES O o 10 3 SIDE LOT PVC RISER BELOW THE SURFACE AND EIGHTEEN(18)INCHES ABOVE THE TOP OF THE PIPE. z Lu O CD � co cnzFx O 1 BRASS CURB STOP ( '•) w 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE . N L PRESSURE IRRIGATION PIPELINE - WATER. 0 HE W 8 ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE W �"'- N �� C5 � TYPICAL PIPE LOCATION � W " 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 0) CO W W �.! m m 3 ADD. NOT TO SCALE THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN(10)FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS ® w O10 AND TRAVELWAYS. C� �'' .W LOGATER WIRE C� � 6 Qo _ " 9. ENGINEERING SOLUTIONS SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION 3 5 7 l i 3 PVC PLUG cc AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT.FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. �- � ' o c Q U) cc Z �,�, = W 12 MARKER, STEEL 1" POST 10. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES.WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN AWL 4 Q Q ORDER TO CROSS A STREET,THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. ® Q o w 8smsw 2 _j 11. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FI (150)POUNDS PER SQUARE INCH(PSI)WITH ALLOWABLE LOSS IN ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC. o 0 o m �u � "MODIFIED"TYPE A RISER z � CD 12. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD : SHORT SIDE SERVICE SPECIFICATIONS FOR PRESSURIZED IRRIGATION SYSTEM-LATEST EDITION,EXCEPT AS MODIFIED HERE ON. =W NOT TO SCALE ~m 13. ALL PIPE SHALL BE PVC-CLASS 200-SDR21 OR BETTER. PIPES THREE INCHES AND SMALLER SHALL BE SOLVENT WELD.PIPE FOUR INCHES AND LARGER SHALL HAVE MECHANICAL JOINTS. S�®NAL FN �`�����ENSF® DOMESTIC WATER METER BOX COVER 14. MINIMUM DEPTH COVER OVER ALL PIPE SHALL BE 30"'. �O A OBLITERATE WORDS "WATER METER" FORD NO. a A41 X43 CAST IRON WITH 12 1/2" LOCKING LIDS 15. MINIMUM COMPACTION SHALL BE: 20305 A.95%IN RIGHTS-OF-WAY. " B.85%EVERYWHERE ELSE. �03/09/26�p \7 // / 20 PVC �OS,�rE OF 16. CONCRETE THRUST BLOCKS SHALL BE REQUIRED AT ALL TEES AND BENDS AS SHOWN ON THIS PLAN.ANGLE FITTINGS REQUIRED AT ALL yvA H• 1 " 13 //\/ \ 1 1/2" CURB STOP CHANGE OF DIRECTION OF PIPES OVER 11 1/40 WHERE SHOWNON IS PLAN. 3" SDR 21 PVC RISER EXTEND 18" ABOVE GROUND \ \ \ BALL VALVE SUCH AS 12 " FORD B11-666SW 17. ALL SERVICES SHALL BE PLACED AS SHOWN ON THIS PLAN.THEY SHALL END PAST PROPERTY LINE INTO LOT AS SHOWNON DETAIL. 3" x e x 6" CINDER BLOCK (OR EQUAL) 1 1/2 BRASS PIPE \ \\/ g " " 10 // / / // 1 1/2" PVC PIPE 18. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL OTHER UTILITIES BEFORE INSTALLING THE IRRIGATION PIPE. �/ / /\� o 3 4 or 6 x 1 SADDLE MINIMUM �\ \ \\ \\�� y w � O " tt °O / // // // // // 19. CONTRACTOR TO VERIFY LOCATION OF ALL LANDSCAPE LOT SERVICES WITH 0 ER PRIOR TO INSTALLATION. �- N 0) 4 or s MAIN LINE MINIMUM 5 4 " ° p 0\/ 20. WHERE PIPE MUST BE DEFLECTED TO KEEP ALIGNMENT SHOWN ON THIS PLAN,THE CONTRACTOR SHALL NOT EXCEED PIPE o / p O O po / © "00 O 1 POLY PIPE 200 PSI \ o o� °� �$oo popo���\ MANUFACTURERS RECOMMENDAT{ONS. W X " ipO ° A�/off ° O°O i � 4 LT 1 200 PSI POLY 18 ABOVE GROUND 11 \�\/ /�/ ��p oOp�\ 21. ALL VALVES MUST BE AT MOST 10'FROM THE BACK OR CURB,UNLESS OTHERWISE SHOWN. Nft F- _ \\ \\ \ \\ \\ 0. �4 \\ W V) � i /i.�//ice ��/ %�i,/i, ® goo O 1" BRASS COMP. COUPLINGS 22. ALL VALVES AT STREET CROSSINGS SHALL BE ON BOTH SIDES OF STREETS. - .,o MIN. 12" DRAIN ROCK MIN. 1 CU YD. F 8 " 1 AT BOTTOM OF VALVE _� _I W - ca M O 1 BRASS CURB STOP VE DRAIN ROCK 23. CONTRACTOR SHALL INSTALL PLUGS AT END OF FITTINGS THAT SERVE AREAS NOT INCLUDED IN CONSTRUCTION OF THIS PHASE. p o 0 FOR SUPPORT O cy- R O ROCK CHIPS CO DRAIN VALVE 24. CONTRACTOR SHALL BE RESPONSIBLE FOR VERI NG ALL PIPE LENGTHS SHO ON THIS PLAN BEFORE PIPE INSTALLATION. �N NOT TO SCALE 10 3" FEMALE ADD. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING DISTURBED FENCE AND LANDSCAPING IN ORDER TO INSTALL NEW o s 11 LOCATOR WIRE 3 7 5 7 8 6 SERVICES.EACH HOMEOWNER SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE ANY PROPERTY DISTURBANCE. P- o 12 26. RETAIN AND PROTECT ALL EXISTING UTILITIES AND IRRIGATION FACILITIES. 3" PVC PLUG 4 W 27. CONTRACTOR SHALL INSTALL A DRAIN AT ALL LOW POINTS IN THE PIPE AND A PRESSURE RELIEF VALVE AT ALL HIGH POINTS IN THE PIPE 13 MARKER, STEEL 1" POST (EVEN IF NOT SHOWN). 9 2 N 28. WHEREVER THE PRESSURE IRRIGATION LINE CROSSES THE GRAVITY IRRIGATION OR STORM DRAIN AND THERE IS A CONFLICT,THE Z PRESSURE IRRIGATION LINE SHALL GO BELOW THE GRAVITY IRRIGATION OR STORM DRAIN AND A DRAIN SHALL BE INSTALLED AT THE m 06 LOW POINT OF EACH LOCATION,UNLESS THE PRESSURE IRRIGATION LINE CAN GO OVER THE GRAVITY IRRIGATION OR STORM DRAIN AND O0 (/) "MODIFIED"TYPE A RISER STILL HAVE A MINIMUM COVER OF 30 < J LONG SIDE SERVICE •NOT TO SCALE 29. ,CONTRACTOR SHALL INSTALL PRESSURE IRRIGATION LINE TO DEPTHS THAT MATCH THE FINAL GRADING PLAN WITH 30"OF MINIMUM COVER. z z W � � 0 ® moo 30. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT INCLUDING COMMON LOTS,EVEN IF NOT SHOWN. Z 31. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING z Q CONSTRUCTED. o Q wv � ¢ A oQ cr w � Cn V1 C!) W cr C SCALE 1" = 40' DWG.DATE 03/09/26 PROD. NO. 250120 SHEET 11 OF 12 PIR-2 /SHEETS/250120-PIR.DWG 47'ROW mom 2' S'SIDEWALK 16.5° 16.5' 5'SIDEWALK 2' son No V LANDING 21 14.5' 14.5' 2' IL LANDING -� C A � A C � B B 1.5% o � 1.5% r' 2 0 I 2.0% ' ® D /��i\\/i/i\/i\fi\>r\/i\/i/s\✓i\/s\�/i\\/ /i\\/i\\/i\\/i\\\\/\\/\\ \�\i\\i\ \\i\\i\\i\\ /\\i\/\/\ / / / / / / /\\r/ D / y e/\fie\�\✓�\�`./\�\. �\/e\/\/\. `e\/e\�\/e /e\/\�\ e\�\fie\/e /\/\/\/\,\�\fie\/\/e\.\�\e\fie\/\/\/e\/e\ _ �o D E CD F F E p ®ug ® C/3 OA 2.5"ASPHALTIC PAVEMENT C 5"CONCRETE SIDEWALK ACHD E 14"OF 6"MINUS PIT RUN GRAVEL J o O SUPPLEMENT TO ISPWC SD-709 O ®W g 3"ROLLED CURB AND GUTTER-ACHD COMPACTED STABLE SUBGRADE 0 m� SUPPLEMENT TO ISPWC SD-702 D 4"OF 3 4"MINUS CRUSHED GRAVEL O LL S® cmu ® �@ � cn cl N min ..— ® f c � STREET SECTION - 47' RIGHT-OF-WAY I- cm uial C3, LOCAL STREETS W .� ti V mujtx 3"ROLLED CURB&GUTTER-ATTACHED SIDEWALK O O` ELT.$ � o oC6w NOTE:LOCAL STREETS SHALL BE A SP-3 0.5 INCH 0-)MIX,PG 58-28. o 0 0�per LL w I!Jcr Zw� CC 0- Z ~ u � Q �W � 00 ®W � Lu � O m �J oom z MWJ � � e120 oo � CD _ L,.1 - m NAL F� �►�GENSF® C'�l• 0305 03/09/2610 Of 20'SHARED DRIVEWAY 20'ROW Lu_ 51 21 16 2' J� cc � c� 0 10' 10' o d ®' Li cr T E D B C A 1.5% D aMIN. 21 81 81 21 LANDSCAPE,SEE PLAN m \/\ NOTE. o INSTALL 2 RIBBON CURB ON O o0 SIDES AND END OF DRIVEWAY. ��B A A B �w v � \��\,�\�i\\/r�;✓/e\//�\/ij/O p W P ;\� 2.0% 2.0% ® NOTE: ® co BASE AND SUB-BASE SHALL � o � EXTEND 6"MINIMUM BEHIND V Z /\/ /\./\.r\ /\. /\/.e\/\ e\/e\/e /\�\�e �\�\/\�\�\�\/e /e�,�\•;'e .�.\�e�,e /e\.�\�e\.\/o� ( `t � CURB. " ® 0 ®^ C C D E E D C C . wo A O 2"ASPHALTIC PAVEMENT E 5°W x 2'D-1 "-2"CLEAN DRAIN ROCK O A 2.5"ASPHALTIC PAVEMENT C 4"OF 3/4"MINUS CRUSHED GRAVEL 0 0 0 � ® 4'OF 3/4"MINUS CRUSHED GRAVEL OF DECORATIVE PERMABARK PER DEVELOPER © 3"ROLLED CURB AND GUTTER-ACHD Op 14"OF 6"MINUS PIT RUN GRAVEL 0 t C O 12"OF 6"MINUS PIT RUN GRAVEL COMPACTED STABLE SUBGRADE UPPER 6" SUPPLEMENT TO ISPWC SD-702 G O o ®TO 95�OF MAXIMUM PROCTOR DENSITY COMPACTED STABLE SUBGRADE OD ACHD SUPPLEMENT TO THE ISPWC STD DWG SD-703- PUBLIC ALLEY SECTION -20' ROW 2 W x 8 D CONCRETE RIBBON CURB 3"ROLLED CURB&GUTTER M T.S !■■� NOTE: LOCAL STREETS SHALL BE A SP-3 0.5 INCH 0)MIX,PG 58-28. SHARED DRIVEWAY SECTION -25' WIDE LOT 0 2'RIBBON CURB a till J zz Q 0 F— �m) o 0-C) W 0 � 0 0 W 0 w 0 W V LLJ - �M � g [-� w � V) SCALE AS SHOWN DWG.DATE 03/09/26 PROD. NO. 250120 SHEET 12 OF 12 DT- 1 /SHEETS/250120-DTL-I.DWG