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QLPE Ventana Commons Approved Plans
f - Q Ln S 89'54'43' E 2416.41' VEW MA SUSD. NET. 1 20 .93 371 a 60.00' 6OAD' 55.00' C 4 3 C S 14 Coi 16 �f 4 [ r' 1/4 FOUND BRASS CAP 25 30 u i �- REAL o1z, U +�QF UE �o FOUND 1/2' REBAR, PLS 4431 UNLESS s 8C OTHERWISE NOTED 6-o LOT NUMBER 280 o ca �S c5 r% ick 9 wp ` Ln ,, Lo tom J 60.60' S 60.00' 1 60.00' IN 60. � 275.00 �l � 0 C9 50.05 S 0949'24" N 33058' W 50.04 CIO 18.93 325.00 03'20'14" N 3953'47' W 16.93 CIT 40.69 225.00 10'21'38' N 53'36'55" E 40.63 C12 49.87 225.00 1741'59' N 6508'43` E f - Q Ln S 89'54'43' E 2416.41' VEW MA SUSD. NET. 1 20 .93 371 a 60.00' 6OAD' 55.00' C 4 3 C S 14 Coi 16 �f 4 [ r' N 1`► FOUND BRASS CAP CD �' UD S u SET 1/2'x24' REBAR w/PLASTIC CAP S o1z, L6 f0 C4 FOUND 1/2' REBAR, PLS 4431 UNLESS Lu OTHERWISE NOTED 18 LOT NUMBER C5 81.84 �S 58'36'58' r% 78.32 I wp ` Ln I Lo 244.29 OO' 60.60' S 60.00' 1 60.00' IN 60. � 275.00 �l � 0 C9 50.05 325.00 0949'24" N 33058' W 50.04 CIO 18.93 325.00 03'20'14" f - Q Ln S 89'54'43' E 2416.41' VEW MA SUSD. NET. 1 20 .93 60.00' , 60. 00' 60.00' 6OAD' 55.00' C 4 3 C IDAHO 14 15 16 17 18 - 1 350.00 FOUND BRASS CAP c, SET 5/8'x24' REBAR w/PLASTIC CAP u SET 1/2'x24' REBAR w/PLASTIC CAP O F L6 b u, C4 FOUND 1/2' REBAR, PLS 4431 UNLESS o OTHERWISE NOTED 18 LOT NUMBER C5 81.84 BO.00 58'36'58' S 28'55'29' E 78.32 I 8L-OCK ` Ln 48703'06' N 6535'27" W 244.29 OO' 60.60' 60.00' 60.00' 1 60.00' 60.00' 60. UNPLATTED PLAT SHOWING V1 NTf-lA-%NK-% G--.-,'�0Mm8j[Mm8jR0N8% 8% U DIEVY311 Us TON CEN 1/4 ct,' , LOCATED IN THE SW 1/4 OF SECTION 30, T.4N., RAE., B.M. MERIDIAN, ADA COUNTY, IDAHO 2015 41 0 100 200 300 it 1455.45' ��'I� Nr 17Y a � E�r�v PATHWAY CX1517NO CITY OF II'ERIOAV .SRNIT-DRY 5k7YER EA556,VT - INS17Z No. NOTES 1. UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRNEWAYS AND WALKWAYS TO EACH LOT.. 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3. ANY RE --SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDMSON. 30 E. McMILLM RD 4. THE OWNER HAS PROVIDED IRRIGAADN WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM IN COMPLIANCE WITH THE IDAHO CODE SECTION 31--3805(1)(b). MAINTENANCE OF THE PRESSURE IRRIGATION SYSTEM SHALL BE THE RESPONSIBILITY OF THE VENTANA HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS, AND ALL LOTS WILL BE SUBJECT TO ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. 36 31 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS SPECIFICALLY APPRUa UNDER CUP -04-028. 17 LLj 17 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE. OR DITCH CROSSING A LOT IS THE 'RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. BOTTOM OF BUILDING FOOTINGS SHAH BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. �a r� S. LOTS 1, 10 & 22, BLOCK 1, LOT 4, BLOCK 2 AND LOT 1, BLOCK 4 ARE COMMON/OPEN SPACE TOTS TO BE OWNED AND MAINTAINED BY THE VENTANA HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS. 9. 'LOT 4, BLOCK 2; LOTS 1 & 10, BLOCK I AND PORTIONS OF LOTS 9, 11 A 22, BLOCK 1 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON MARCH 5, 2009 AS INSTRUMENT NO. 109025612, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (TIDE 'MASTER EASEMENT'). THE MASTIER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE, THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRNNAGE SYSTEM. 10, THIS DEVELOPMENT RECOGNIZES SECTION 22--4503, IDAHO CODE, RIGHT--TO-FARM ACT, WHICH STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRNATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOTA NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED, PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 11, SEE RECORD] OF SUR+EI" NO. 6625, RECORDED AS INSTRUMENT NO, 104`115164. ADA COUNTY RECORDS, FOR ADDITIONAL DATA OF RECORD. 12. PER CITY OF MERIDIAN REQUIREMENTS, ANY FENCING CONSTRUCTED ON LOTS 1, 2, 3 do 5, BLOCK 2, AND LOTS 9 & 11, BLOCK 1, ADJACENT TO PATHWAY LOT 4, BLOCK 2, AND LOT 10, BLOCK 1, SHALL BE NO GREATER THAN FOUR (4) FEET IN HEIGHT IF CONSTRUCTED OF SOLD SIGHT -OBSTRUCTING MATERIAL 13. DIRECT LOT OR PARCEL ACCESS TO N. MERIDIAN ROAD AND E QUINTESSA DRIVE IS PROHIBITED. \140425\-PLT.OWG 03/02/15 BKB UNE TA®L.E LINE BEARING DISTANCE L1 S 67'40'16* E 16.50' L2 S 7528'1814 55.00' L3 N 8933'54' W 28.28' L4 N 03'26'06' E 28.28' L5 N 86'33'54' W 28.28' L6 S 173'26'05' W 28.28- L7 S 5514 23 W 49.59' L8 N 8633'54' W 28.28' L9 S 0326'06' W 28.28' LTO N 33'58'14' W 6,29` L11 S 4133'54" E 60.06' L12 S 31'46'02' W 2.61' L13 S 5522'47' W 9.27' L14 N 21'07'43' W 25.03' •.•• �• LEM SUBDMSION BOUNDARY - - SECTION LINE CHORD BRG RIGHT-OF-WAY UNE Cl - - -- CENTERLINE 02'26'59' LOT LINE 13.89 --- - EASEMENT UNE 350.00 FOUND BRASS CAP ! SET 5/8'x24' REBAR w/PLASTIC CAP • SET 1/2'x24' REBAR w/PLASTIC CAP O FOUND 5/8' REBAR, PLS 4431 UNLESS N 70'11'56' E OTHERWISE NOTED C4 FOUND 1/2' REBAR, PLS 4431 UNLESS o OTHERWISE NOTED 18 LOT NUMBER �dNN,- L N o � CL X o F1O co yTa W. JCB NO. 14-0425 SHEET 1 OF 2 CURVE ARC CURVE RADIUS I& DELTA CHORD BRG CHORD Cl 13.90 325.40 02'26'59' S 3937'45' E 13.89 C2 11.22 350.00 01'50'14' N 6722'10' E 11.2.2 C3 148.31 151.94 43'31'40" N 70'11'56' E 200 -DO C4 238.76 400.00 34'12'00' N 73'07'46' E 235.23 C5 81.84 BO.00 58'36'58' S 28'55'29' E 78.32 C6 251.60 300.00 48703'06' N 6535'27" W 244.29 C7 125.33 325.00 2705'43' N 79'20'09' E 124.56 C8 46.61 275.00 09'42'40' N 3942'34' W 46.55 C9 50.05 325.00 0949'24" N 33058' W 50.04 CIO 18.93 325.00 03'20'14" N 3953'47' W 16.93 CIT 40.69 225.00 10'21'38' N 53'36'55" E 40.63 C12 49.87 225.00 1741'59' N 6508'43` E 49.77 C13 19.20 225.00 453'22' N 73'56'24' E 19.19 .,14 15.97 20.00 45'44'11' S 53'30'59' W 15.54 C15 28.81 55.00 30'00'37' N 4539'12' E 28.48 C16 55.04 55.00 5720'06' N 89'19'33' E 52.77 C17 43.46 55.00 4516'22' S 39'22' 13' E 42.34 C18 51.90 55.00 54'04'17' S I(T18'07' W 50.00 C19 51.90 55.00 54.04'17' S 64'22'24' W 50,00 C20 42.72 55.00 44'29'58` N 66'20'29' W 41.65 C21 22.19 20.00 63'33'59' S 7552'30" € 21.07 C22 32.19 175.DO 10732'16' N 67'04'23' E 32.14 C23 40.83 175.00 13'22'09' N 55'07'11' E 40.74 C24 9.02 275.00 01.52'45' S 42'30'16' E 9.02 C25 83.94 275.00 17'29'21' S 52'11'79' E 83.62 C26 84.15 275.00 17'31'59' S 69'41'59' E 83.83 C27 53.52 275.00 11'0941' S 84'02'29" E 53.43 C28 41.50 300.00 075634' N 85'25'13' E 41.47 C29 74.19 3DO.00 14"10'09' N 75'22'22` E 74.00 C30 50.04 350.00 811'32' N 70'32'49' E 50.00 C31 57.63 350.00 9'26'01' N 79'21'35' E 57.56 C32 38.53 350.00 6"18'24" N 8713'48' E 38.51 C33 28,37 325.00 500'08' S 8TO6'56' E 28.37 C34 53.06 325.44 9'21'16' S 79'56'13' E 53.00 C35 50.05 325.010 8`49'24" S 70`50'53" E 50.00 C36 50.05 325.00 8749'24' S 62'01'28' E 501.00 C37 50.97 325-0 8'59'10` S 53'07'11' E 50.92 C38 40.06 325.00 7'03'42' S 4505'45" E 40.03 C39 48.26 375.00 0722'27" S 5707'19' W 48.23 C40 92.34 375.00 14!06'28' S 6751'47' W 92.10 C41 90.22 375.00 13'47'03` S 764W33' W 90.00 C42 42.73 375.00 06'31'42" S 8657'55' W 42.70 C43 5.00 425.00 00'40'27' N 89'53"33" E 5.00 C44 60.26 425.00 0907'24' N 85"29'37' E 60.21 C45 61.62 425.00 OF 18'26" N 7716'42' E 61.57 C46 48.26 425.00 6'30'23" N 69'52'18" E 48.24 C47 53.02 400.00 735'40' N 5713'56' E 52.98 C48 15.11 20.00 43' 17'19' S 6835'06" W 14.75 C49 29.09 55.00 30'18'05' N 62'05'29" E 28.75 C50 0.76 55.00 [747'26" S 16'31'19' W 0.76 C51 13.86 20.00 39'42'07` N 0756'02" W 13.58 C52 42.46 105.001 23'10'05' S 11'12'03' E 42.17 C53 86.54 55.00 90'09'14" S 44'41'37' E 77.89 C54 50.85 300.00 09'42'40" S 36'42'34' E 50.79 C55 44.04 80.00 31'32'16' S 74'00'06' E 43.48 C56 46.36 55.00 4917'44" S 78'36'37" E 45.00 C57 35.62 55.00 3706'22' S 3554'34' E 35,00 C58 32.14 55.00 33'28'59" S 00'36'54' E 31.69 C59 15.14 20.00 43"23'00' S 88'18'36' W 14.78 CM 5.30 20.00 15'11'07' N 6224'20' w 5.29 C61 162.41 67.50 137'51'43' N 56'15'22' E 125.97 C62 21.33 20.00 61'05'35' S 1752'48` W 20.33 VENTANA, LLC DEVELOPER MERIDIAN, ID ABS Acrylonitri le- Butodiene- Styrene ARAN Abandon AC Asphalt Concrete ACP Asbestos Cement Pipe AH Ahead ALT Alternate BC Beginning of Curve BCR Beginning of Curb Return BK Back BM Bench mark BVC Beginning of Vertical Curve BW Back of Walk CB Catch Basin cf Cubic Foot CL Centerline CO Clean --Out (Sewer) CONC Concrete NOTES GENERAL CONSTRUCTION CONST Construct, Construction COORD Coordinate CTV Cable Television CY Cubic Yard DBL Double DI Drop Inlet DIA Diameter DIP Ductile iron Pipe DW Driveway DWG Drawing E Easting EA Each EC End of Curve ECR End of Curb Return EG Edge of Gutter ELEV Elevation EM Electric Meter ENGR Engineer, Engineering EP Edge of Pavement EASE Easement EVC End of Vertical Curve EXIST Existing FG Finished Grade FH Fire Hydrant FL Flow Line FTG Footing FS Finished Surface GALV Galvanized GB Grade Break GIRR Gravity Irrigation GL Grade Line, Ground Line GM Gas Meter GR Grade 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stomped "Approved for Construction* by City of Me6dion Public Works Department on site at all times. The use of any plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop work order. 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre -construction conference (or an on-site meeting with the City of Meridian Project Inspector) prior to start of work. 5. Contractors shall notify the appropricte agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe, (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable manner. 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in on acceptable monner in accordance with the DEQ/QLPE approved construction plans. 9. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Deportment, with the issuance of an Electrical Permit. 11. Take all lot dimensions, easements and certain off-site easements from the plat. 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 13. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. 14. All Contractors working within the public road right-of-way ore required to secure a right-of-way construction permit from ACHD at least twenty-four (24) hours prior to any construction. 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work, The Contractor assumes oil responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Contractor shall call Dig Tine at 1-800--342-1585 prior to any excavation. 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease traps. r sewer mains shall be fenced at the lot line(s)- 18. ines . 17. Any common lot containing public water o see a s ( ) 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the production of record drawings. 19. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any work to be done- outside of the 300 extended boundary ryaf the project will require o separate permit through ACHD Construction Services division. The Contractorwill schedule on inspection, requested through A H D Construction Services, 208--387-6284, a minimum of 24 hrs. prior to construction starting. ROAI}WAY 1. All Contractors working within the public road right-of-way ore required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public (ght-of-way. 4. All construction in the public right--of-woy shall conform to the current Edition of the i.S.P.W.C. and the latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. 6. Ada County Highway District will inspect and approve all storm drainage improvements. 'Meridian Public Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public right-of-way. 7. Place all water valves, blow -offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or sidewalk improvements. 8. The street Contractor shall backfill oil sidewalks at the completion of the paving. 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 1). All asphalt match tines for pavement repair stroll be parallel to the centerline of the street and include any area damaged by equipment during trenching operations. 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel path of a lane. Matchline shall only fall in the center or edge of a travel lane. 4). Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. 5). Any exceptions to these rules shall be pre -approved in writing by ACHD Staff before construction begins. 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: NONE. 11. ACHD will inspect all improvements which fall within ACHD right-cf-way or easements including, but not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Construction Services Division. The Contractor will schedule an inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of twenty --four (24) hrs. prior to construction starting. IA_ I A ■ + ■ ■ ■ HDPE High Density Polyethylene N Northing R Radius HORIZ Horizontal NO. Number R/W Right -of -Way HP High Point OHP Overhead Power RCP Reinforced Concrete Pipe INV invert PC Point of Curvature REF Reference IP Iron Pipe P.C.C. Portland Cement Concrete RL Roof Line IRR irrigation PCC Point of Compound Curvature RR Railroad ISPWC Idaho Standards For Public PCVC Point of Compound Vertical Curve Rt Right _ Works Construction PE Polyethylene S Slope L Length PIRR Pressurized Irrigation SB Seepage Bed LB Pound PL Property line SD Storm Drain LF Linear Foot POC Point on Curve SDR Standard Thermoplastic Pipe LP Low Point POT Point on Tangent 0 Dimension Ratio LT Left PP Power Pole SEC Section MAI NT Maintenance PSI Pounds per Square Inch SF Square Foot (feet) MH Manhole PT Point of Tangency SG Sand and Grease Trap MW Monitoring Well PVC Polyvinyl Chloride SP Signal Pole Z PVMT Pavement WATER 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. I Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.48) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). The pipe material used for sleeving must be impervious to contamination from petroleum products and must be approved by the Idaho Department of Environmental Duality (IDEA). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. a 6. All water Warks components shall be ANSI/NSF 61 Certified, nd must meet all AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or C-909, Class 150 PVC. 8. Five (5) feet of cover shall be provided for all water mains located in ❑ section --line and mid section -line road. Four (4) feet of cover shall be provided for all other water mains. 9. Locate subsurface storm water disposal facilities (including un -lined ponds, infiltration beds and dryweils) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. The Contractor shall notify the Public Works Department two (2) working days before initial construction begins and shall also request inspection of water lines and appurtenances twenty-four (24) hours in advance of backfilling. 11. Construct, pressure -test, flush and disinfect oil water distribution systems in accordance with applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 12. The Contractor shall be responsible for locating and marking all existing service connections per Standard Drawing SW3. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of maximum density to prevent further settlement. 14. The Contractor shall field -verify all valve box lid elevations to assure the lid elevations match finot street grade, & that all meter lid elevations match an extension of the sidewalk grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign debris and to ensure that the locking lids are free of concrete from the collar pouring operation. 15. Flanged or mechanical -joint valves shall be located in the street, , and fire hydrants are to be centered between back of sidewalk and the right -of --way as shown on Standard Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line fittings. 16. upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 17. The Contractor may pressure test all water lines before disinfection and flushing, for His own benefit prior to installation of other utilities to ensure the integrity of the installed line. After all utilities are installed and prior to paving, the Contractor shall perform a final pressure test and finder wire continuity test with Meridian Public Works Department personnel in attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the test. Only water from the City of Meridian's water system shall be used to conduct the pressure test. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be on-site at all times. A stop order con be issued if the book is not on-site. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg.. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. SPRK Sprinkler SS Sanitary Sewer STA Station STD Standard SVC Supered Vertical Curb SW Sidewalk SY Square Yard TAN Tangent TC Top of Curb TEL Telephone TOPO Topography TRANS Transition TYP Typical VB Valve Box VC Vertical Curb VERT Vertical WM Water Meter 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. I. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). 5. When cover over a sewer pipe is less than three (3) feet from tap of pipe to subgrade or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service lines and fittings. 6. The Contractor shall conduct an air pressure test and television inspection after all underground utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final acceptance of the sewer. 7. Ali CCTV inspections shall be completed by third party testing firm. 8. Approval and acceptance of all sewer construction will be by the Public Works Department end their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the approved construction plans and Standard Specifications and drawings. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mork and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service mocker shall be in place for the final inspection. Service lines sholl extend ten (10) feet beyond the right-of-woy where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 11. The Public Works Department will inspect all public sewer construction whether within public right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe laying and pipe joining operations and while making sewer tops. Clean and restore to their original state any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with current ACHD standards. 14. install sewer service lines prior to street improvements 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 17, All manholes shall be constructed to be watertight with the top of cane located within one (1) foot of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of risers and grade rings. The sewer Contractor shall field -verify the elevation of the top of the manhole cone to assure that all ring elevations match final street grades. Manholes may have 12 inches maximum of grade rings. 18. Where concrete collars are used tho paving Contractorator shall set the grode and pour the concrete collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The paving Contractor sh Il contact the City of Meridian Public Works Department 24 hours prior to pouring concrete collars. 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with the vertical wall placed on the upstream side and rotated 45 degrees. Manholes 'less than four (4) feet deep shall have concentric cones. 20. The Contractor may air test all the sewer lines after backfilling and settling of the trenches for his own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule with City of Meridian Public. Works Deportment a minimum of 24 hours prior to the retest. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 22. The Contractor shall be responsible for locating and marking all existing service connections in accordance with Standard Drawing SW3. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. STREET PLAN LEGEND 0+00.00 Centerline Stationing Concrete Vertical Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -701 & SD -709 Concrete Rolled Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -702 & SD -709 5' Concrete Sidewalk per ACHD Supplemental to ISPWC SD -709 Valle yy Gutter, per ACHD Supplemental to ISPWC SD -708 Storm Drain System with a Drop Inlet, Type iV 0-12 "SO per ACHD Supplemental to ISPWC SD -604A & Manhole, ISPWC SD -611 -- - Boundary Line --- - --- Right -Of -Way Line -- Centerline Lot Line Direction of Surface Flow SEWER LEGEND 10 i 5-�--- ----0- S S.C. S.L. I. - -0-.S - Server Line & Station Sewer Manhole Service Connection Service Length Service Invert Exist. Sewer Line and Manhole WATER LEGEND $'W Construct Water Line *=' Install Double Water Service 12 Install Single Water Service 3 OF Install Fire Hydrant 111111-- Install Conc. Thrust Block 12 Existing Water line - - - -� Existing Double Water Service ------a--- Existing Single Water Service �- Existing Fire Hydrant VICINITY MAP 1" 500' LOCATED IN THE SW 1/4 OF SECTION 30, T.4N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO A '901 D I all rig NAViD88 VERTICAL DATUM BW ELEVA71ON = 2590.02 FND 5/8" IP #4431 ELEVATION = 2591.73 FND 5/8' IP J4431 0MJ3 ELEVATION = 2594.09 FND 5/8„ IP #4431 BM4 ELEVATION = 2595.32 FND 1/2' NO CAP 1 OF 12 T-1 2 OF 12 ST -1 3 OF 12 ST -2 4 OF 12 ST -3 5 OF 12 SD -1 6 OF 12 S-1 7 OF 12 S-2 8 OF 12 S-3 9 OF 12 S-4 10 OF 12 12 OF 12 12 OF 12 PIRR--1 PIRR-2 DT --1 N = 2,645.2 E = 1,943.0 N = 2,681.3 E = 2,330.6 N = 2,374.1 E = 2,784.3 N = 2,190.3 E = 3,196.8 N = 724,657.9 E = 2,455,006.5 N = 724,693.9 E = 2,455,394.1 N = 724,386.8 E = 2,455,847.8 N = 724,202.9 E = 2,456,260.3 SHEET INDEX APPROVED FOR CONSTRUCTi©N QLPE PLAN REVIEW These plains and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (OLP E) for com compliance with IDAPA 58.01.08 and 58.41..16, as allowed under Idaho Code 39-118. If construction does not commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. QLR Eng ne�rT m Lic. No. Date Keller Associates, Inc. • 208-288-1992 TITLE SHEET = STREET PLAN p N N = STREET PLAN e�Fep� rLwE = STREET PROFILES N = STORM DRAIN PLAN v o in m = SEWER & WATER PLAN AND PROFILE E. ENSENADA DRIVE (15+60-22+80) o2: S Ec�. N � = SEWER & WATER PLAN AND PROFILE N. BEAHAM AVENUE (22+80--28+38) GY ��-• V, CL = SEWER & WATER PLAN AND PROFILE N. ZAMORA WAY (10+00-16+00) AND E. CORDOBA CT. SEWER & WATER PLAN AND PROFILE N. ZAMORA WAY (16+00-20+41) C G .T = PRESSURE IRRIGATION PLAN 2 E = 'PRESSURE IRRIGATION PLAN, DETAILS AND NOTES = STREET AND STORM DRAIN DETAILS U 00 p N N 0 e�Fep� rLwE V N L v o in m U W CO o2: S Ec�. N � U - ve c ®+:,+ U GY ��-• V, CL _ U.2 U 0 4?�21a VJ 'R •Cj ¢ S} Q C0 d, �/ / U) C G .T 2 E 4 b U W ,en O1 C 3 N q iT 4r �. cpm 8 a-5 ter; m 0f P g W Z y 4 'yg ai 0 W Z Eo##�a _ W G- r' l ! •�' •rdn I�.eil v E -5; q y �• 3 DEVELOPER VENTANA, LLC C M <C JIM CONGER 15. a 1977 E. OVERLAND ROAD Nc F - MERIDIAN, IDAHO 83642 0 Q Phone (208) 288-5560 Z 0 00 p N N e�Fep� rLwE V N L v o in m W CO o2: S Ec�. N � U - ve c ®+:,+ U GY ��-• V, CL _ U.2 U 0 4?�21a VJ 'R •Cj ¢ S} Q L, lr� d, �/ / U) C G .T 2 E CIO .0Q b .W ?�- D OCL! Q o 'n ,n c n W ,en O1 C 3 N q iT 4r �. cpm 8 a-5 ter; m P g W Z y 4 'yg ai W Z Eo##�a _ y 0 G N •i G- r' l ! •�' •rdn I�.eil v E -5; q y �• 3 vUH (L 0 <C 15. a Nc w w o of 0 c c E v o s� ,G w U o O ° Lr - U Qf d 4 G E Z OF �w �z 8 c2 a�17 z U-) LOCD g W U 2 a o rn U c0 l 00 tZ cv to .-. � Co ��o x W 0� u7 © co Co - rn ca� 05M W 00 C� rn � CV a O ar Z C oa 00 w I-- LLI LLS I� LU o J 0 P:a Ld Ld SCALE NITS DWG.DATE 12/30/14 PROD, NO. 140425 SHEET 1 OF 12 T-1 /SHEETS/140425-T1.DWG NO- VENTANA S I I 14 I 15 1 1 +' is BLOCK 1 ❑ I I .: �� f L7UINTfS.SA DR 1 LOT 1 / 1 \ �_ 45+66.43 - �'� I -- - 12 sD �- 1 , so I } _.... �. ...�. .. �� .�....� �--ti BLDCK 7 : , x �� 7591.641 RD u4rcH Ex�srlNc RD SC 11+07.83 12'`. ❑ 11 SI1 I 9tOCK 8 � \ 2561.$4 2 } { a RD _ ..� RD 1vt5� 13 / / © r -i L i � .22 T i i 2591.46E 11+23.45 / t �dlMH S .59NG �' ' 2591.90 t f [t DCK•.9 cas° SC... 4510.717 Zs ! LAJ -4- 9z `�M �- 45*04.09 RD 7589 �2f 4 o I 5 U47CH a15571NO N4 ; EXIST. SEEPAGE BED SW '4 ,., 2s�986t � � 14+9D.36 .,0 `�, f AMTCH EXIS77AOG TDP OF ROCK C2 ` 9 3 2591.78 I f ° g1 OCK 2590..Of \ % } f. 11+07,83 ` f` 11+86.9 22 2591.84 CZ Q1 LI 44+61.0 3 2592.16SW ` /S2594.11 lQ SW J GRD. BRK. EYIST. SEEPAGE BED ; N4 ;�A \ © 6 i I I 28 TOP OF ROCK ! 2 •` '� ° \ f U) 2588.0E i i 11 +50,92 4 /- I: p a } G2 6 2592.02 f rI / �. ca, I 12+4fi.9284 244+23. 12+19.9 Z 43+99.03 ¢ 2592.412590.28 , 7GRD. BRK. 2590.44 i FL-2592.03IX I I 44 Da 2O R to } Q 14+38 c, "oo 5 f17 I; U 50 /W 2591.98 I FL=2591.71 N1 .... HR I is t j A '7 5 \�`,(p 11+61.87 2592.6b2`' 5'S}�J 2591.33 �' : �� ��°' 1.5a o p� 4 ��,2 LOW I'41NT 10+99.54 ,f R� HR } I' 43+fi3,84 TYP. 2591.64 / �® L, . j 2590.570+04 AH 11+46.20 1 41 �a 256. e I d,.. 22 o- 0+67.23 11+82.99 BK �$ 4 I 4+29.95 91.44 10+138 +_ L1 2591.78 25 I I: 259 fig 3 : 2591.b4 x 2592.06 \ 13+66.92 FL=2591.79 1 I I 43+03.84 I I sw s©� sn 2562.90 f I 2590.85 ct 12+95.92 �� ,1 I HIGH POINT 43+03.84 25 2592.b1 } I Z '� . 10+50 FL -2592.34 2590,85 259192 ' HIGH POINT 1+12.53 CZ ` �� GRADE BRK. 13+62.92 \ 7 1 I.... 43 as S 2591.99 10+99.54 2592.89 Qo 1 w 2591.6# 11 ,� 14+26.92 I: [� 5 i I r a f' 11+35.70 2593.15 2592.69 FG-, _ �k� \ 2591.46 i 42+77.63 1+57.83 Sod C4JitDQ GT. �r \ m: 1 + Ir 11+61.87 \ 4� 2590.74 ° 2591.334 2592.21 14+86.92 } flq HIGH{ POINT 2592.40 LIP LOW POINT L 14+22.92 2593.40 z 25 2593.13 L 15+20 11 +80.03 2593.53 2591.42 I f I 4 HIGH POINT 3+05.87 AH 122+90.49 15+37 .9242+43.8 11+82.99 BK �► " } ` 2591.44 2593.45 2594,fi1 1+95,76 2591.52 I I y} I' 2592.42. 2+68.93 GRADE BRK. I oc' } I 42+17.43 2591.64 14+82.92 �C15+49.9. {; 2593.39 I 2590.54 2+43.79 2593.38 I V2591.77 10 \ FL- 93. _1 42140 24 7 ° 15+20 9 2593.53 I {_ HIGH POINT s3� 8 15+3`1.92 f 42594,37 41+55.03 2593.45 HR I I., 2590.25 T1, 50 GRADE BRK, N1 7 15+49,92 I I _ 259322 L1 FL=2592.95 14 L ,{ VC s� 23 32+63.76 s o�' 1 I _ 2593.03 1YP. 41+23.84 15 FL -2592.76 / TYP. HR I.1 2594.13", ! 40+93.03 33+17.63 CV 2590.002592.78 8 T 41+0 a5� 11 r 1��. L } } 16 2593. 76 _ .! 'A•. 2593:03 Hf }-- } 44+63,84 21 Zo 19 1$ 17 FL=2592.7€ Lu NES• '• l 25$9.$9 33+69.11' ' 4+40 AH LTui aAgO } } 2589,87 ;732+98-96 2592.54 ,ro,`L 32+98.9fi BK Z �. I } } 40+59.44 d q 2592.86 I 1. 40+ 9.44 GRD. BRK. 258987 22 a � 34+05.47 �O�' `�• 16+25.92 � GRD, BRK. _ 341 2592.37 '� 2592.67 W 1 +64,75 Alf w 2592.0$ /".. • 22 {/] FL -2592.40 ' 9 40+27.09 BK , s °i Evr ` .d 39+79.70' .. , . •Xo r 4+22.34 D 2589.71 2589.47 SW c' I °f W f 1+46.046 LOW POINT 39+33.5fi 35+63.83 2593.01 I 2589.50 +78.71 3$+18.71 37158.71 rn a- 36+9$.71 36+38.71 36+09.41 2591.64 . ,1 D+48.63 C2 5W 2589.71 38 ' , C2 SW 1 +45.3$ .ti9'GRI}. BRK. 2591}.00 2590.32 L 2590,64 2590.96 2591.28 2591.43 °= 2593.16 I: p f t1 2589.49 p °� baa 5W I: :1O a�4'� C2 S 0+9$.24 I t N3 I ------CL - -_--------- o o x-2589.58 FG r +n L E. ENSENADA DR. HIGH 5 HIGH - " - - _ �� CZ ��' . I d , «, HR POINT - ~f + I I w I ' TfpA ,❑7 �'� x 34+40.94 AH Sp y f 1 +95.54 BK LT 1+52 .45 1 +26.24 } :259 2593.31 } [;� L 4c�5 ° � • � 2.21 2593 40 , ° 34+90 GRD. BRK. GRD. BRK, .�` . SI NAL; -'J 1+17.33 2591.98 1+73.90 I s f + 2589.47 2592.69 �` �} w I 35+47.99 I SIGIYA( } 4+95.50 39+04.41 38+44,41 37+84,41 37+24.41 36+64,41 36+09.41 36+04.70 251.71 GRD, BRK. r 258$.92 ` 0+44 AH r 2589.87 2590.19 2594.50 2590.82 2591.14 2591.43 2591.45 I 10, N1 1 = LOW POINTSW 39+25.34 BK }�I : 11 2589.7fi:4+86.24 0+24.40m . 2588.96 25$9.13 2589.53 --20' SEWER QITY OF MERiDIAq / I EASEMENTvi I: tltoo I f 13 14 15 16 17 1$ 19 20 21 f 22 ' t 4 + N1 Ld 12 / P •, J N j BLOCK ...................-.,......, ... -- - - -.,-- --... _i45PH4LT PA AYI ,.� pD L I I :.... :.......... HES MI'prP� . ,...............,..... ,..... ............... °+. ......... .... .....A�,E ..........,,...... SAY .... `� NZ AS'Pfd4LT �ATHWAYHoa ARWOE � C� a E�N LL 76,6 G Z3 2 c -51. 5: ' � .� E , 11� a'� oa w N T CY CTl N N y D [] D / z n'ii 4 Ci Q Vi (Dc E2, c c n 3 6 w 0 �. CL yin ❑ 7. a d ❑ Q C + {A CC V O .�-� W � 40 20 0 40 80 120 gB 4 y -+ d .fl a u mai/ Y 0 SCALE IN FEET F c � � P a c ❑,V a "g"a W❑ -ate ❑ � a c � v STRUCTURAL FILL NOTE: - P � [] vim- O ••-• ❑ 'v) ©P cv m v 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL a. Z STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD [L Q PROCTOR IN 1 --FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE Q o PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. ° " 7 COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR 9 TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE ❑ V ,� -2 P V C C �� SIGN INSTALLATION NOTES: 2 N 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A HIF c NO -CHARGE RIGHT-OF-WAY PERMIT. t '' 2. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. N , y E STREET NOTES: trj)l;AL 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD --301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD �- RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING: 2 1/2' OF ASPHALT, 4" OF 3/4" CRUSHED AGGREGATE AND 12 OF 6" MINUS PITRUN. V 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN.q 3� �y COORDINATE ALL WORK U COMPANIES INCLUDING IBD TO '�'1p� INTERMOUNTAIN G CO.,C© IDAHO POWER CO., CABLE ONE AND CENTURYUI,-INEC 1ji�g TELEPHONE. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL m EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY a AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 R, PRIOR TO ANY EXCAVATION.' N " P + S m a 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES a W FOR COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP " r9 RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.09; THERE ARE NO "TOLERANCES" ALLOWED. = w 5. SEE SHEET SD -1 AND SD -2 FOR STORM DRAIN DATA AND ELEVATIONS. tn un 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE = m DEVELOPER J =W�z� 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT--OF--WAY SHALL. BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE: SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC ° a SPECIFICATIONS AND A COPY OF THE COMPACTIONS TESTS. w F= 04 rn cncp 00C4 STREET KEYNOTE LIST �Du ITEM DESCRIPTION U) Q co o _CD CD CONSTRUCT 3" CONCRETE ROLLED CURB AND GUTTER, PER ACHD SUPPLEMENT TO Q z 01 C2 ISPWC SD -702. 000.) 00 CONSTRUCT 5' WIDE x 5" THICK CONCRETE ATTACHED SIDEWALK, PER ACHD N �J SUPPLEMENT TO ISPWC SO --709. w c CV a r VG CONSTRUCT 4 WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SD --708. r CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS HR WET -SET INTO THE CONCRETE (CONCRETE STAMP do ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW,' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. CONSTRUCT 10' WIDE ASPHALT MEANDERING PATHWAY. SEE SHEET DT -1 FOR z DETAIL. PATHWAY SHALL MEET THE LATEST ADA AND ICC/ANSI A-117.1 C) Fes. REQUIREMENTS. �m na Q INSTALL STREET LIGHT. PER MERIDIAN STREET LIGHT PLAN. Lu ` L1 INSTALL TYPE 1 STREET LIGHT. PER MERIDIAN STREET LIGHT PLAN. �1 0 - SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2 -FEET, TO MAKE A STRAIGHT EDGE p~i :Izt F -- FROM -FROM END OF CURB LIP TO END OF CURB LIP. REPAIR/REPLACE AND MATCH tW LJJ EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER DRAINAGE. uj Gj z ~ RD REMOVE AND DISPOSE OF EXISTING BARRICADES. z zQ �1 0 { N1 RETAIN AND PROTECT EXISTING. UE=4 uj MATCH NEW PATHWAY WITH EXISTING PATHWAY, REPAIR AND WIDEN EXISTING AS z NEEDED, TO ENSURE A SMOOTH TRANSITION. REPAIR/REPLACE EXISTING FENCE, F - N2 LANDSCAPE. ETC. COORDINATE ALL WORK WITH HERITAGE MIDDLE SCHOOL (WEST ADA SCHOOL DISTRICT). Q MATCH NEW SIDEWALK WITH EXISTING SIDEWALK, CONSTRUCT NEW SIDEWALK U N3 TO ENSURE A SMOOTH TRANSITION TO EXISTING. SIDEWALK SHALL MEET THE CIC LATEST AOA AND ICC/ANSI A--177.1 REQUIREMENTS. O SCALE 1 "=40' 1 "=4' L11,. HaRIZ VERT N4 RETAIN AND PROTECT EXISTING STORM DRAIN SYSTEM AND SEEPAGE BED. DWG.DATE 12,/30/14 > 4n PROD. NO. 140425 fL a SHEET 2 OF 12 0uj < ST- 1 Z 0 SHEETS/ 140425--ST.DWG r Lu uj 1 JI I �' vENTAm cLUa HOUSE AND Poa1 �' f,, `..'21 7 G���. 21 18 20., III III � � �. �� � ,, ,� � 11 x'111 -•--- -�� -- . 2 1 19 5 �. ,- �\�� � / i•..,......, 1© , 6 °�, � �- �-- .� ............II II I I F 4 19 I 12+46.92', , o .,,..........I I 292.4, III !i I. rrIL--- - 13+06.92` Qq 2592,66 I I I .........I ... ....... I - �j � ..................... 13+66.92 } a 2592.90 r� I II II I 41 wrrr TOT LOT +62.92 7 OPEN AR 1 . 1 592.89 14+26.92 'moi 16 2593.15 �► /, �f RD /r - 14+86.92 14+22.92 2593.40 2593.871 2593.13 4 15+20 MArcH EXISTING ' 2593.53 8x SC / r `� �•�^ HIGH POINT SW 12 \, 15+37.92 V�w 2593.45 31+87.76 ,r o / / 15 f GRADE BRK. 2593.40 f • .: ' / RD qq FL= 93.11 1 1f 15+49.92 C2 ° BLQCIf 5 r/'a J 14+82.92 1`� � a �� 2 .34f&5.35 2.593.38 FL 9339 93.12 2593.841-- \ l?- % SW VAACH EXI577NG NO- 215+20 SUB 13 2593.53 a^ `l6' �/ j VENTANA1 HIGH POINT `$ 31+75.76 15+37. l 4 92 Jq� 2593.46 \ 2593.45 HR �� �o GRADE BRK. '�•i/ GRADE BRK. rJ�SQC7Q *}4 31 +87.76 // / 15+49.92? s�ti, q,1 2593.22 FL=2592.95 ��' TyP HR �(' FL=2592.95 2 14 L VG s TYI' 16+25.92...... � 2592.67 - 13 / 32+63.76 HR s? FL=2592.40 % 2593.03 TYia. '� \ 16+27.92 �r '•. FL=2592.76 1.15 TYP. HR 2592.65 LOW POINT :'I 33+17.63 ` : 3 `• "` Q .. 2592.78 16+$3,90 ` .... ......... .............. ....................... 2592 1� .......................... .. 32+630376H X5...... .....� . 2593 P 16+93.74 ....- 33+69,11 FL=2592.76 q 2592.93 c,© 0+00 AH LT x 4 �{+ 2592.54 `1 32+98.96 BK 4� 2592.$6 1 Q 7 34+05.47 16+25.92 16+27.92 x$191,..__.. 5 6 2592.65 \- - `' •. 4 2592.37 2592.57 LOW POINT \ r " 592.08 22 FL=2592.40 'r • ` 17+85.31 f` • ; 151 ,,� a, 0+22.34 16+63.90 2593.33 2593.01 ?sem .11,91 71Y 2592.81 " 18+77.11 MAXfI EXITING ........ `�:�•° r 1i�•`'� `? 0+48.63 16+83.90 \ .� � 2593.72 20+77.99 C •........... � a' C2 2593.16 2592.'89 \ 19+88.71 20+33.67 2594.57 SW 19+35.50 19+56.13 2594.18 GRD. BRK. Q a 23 O�' 2593.97 2594.06 2594.3$ RD 1 s / ;" 17+20.87 GRD. BRK. o 2593.05 - 0+98.24 " SC ' -x 2593.45 17+75.33' HIGH POINT 2593.28 � C2 -� �� � _ a �l+1401 r� o C W AH 5.5 0,90 LT 1 +52.05 1 +26.20 18+ 14.12 + 0 BK LT L RD 3.5 2592.21 2593.00 2593.31 ` 24 2593.45 GRD. BRK. GRD. BRK,. 1+73.90 I ' / `� SW .: ' r 21-k 14.44 2592.69 7594.T3t GRD. BRK. 18+60.32U, 20+77.99 h(ATCH EX1577NC f 102 iy 2593.65 19+09.30 19+35.50 19+67.16J 9+67.16 19+88.71 20+24.48 cn 2594.57 f 2593.86 2,593.97 2594.10 2594.18 2594.34 GRD. BRI(. \ GRD. BRK. - 20' SEWER CITY / `. �� 25 1.7 4F MERID1Af �� �� ..! EASEMENT ] ��\ >> SUB�I�ILSICaN IVC. - 2 ANA 4 21 22 / �`, �'. 26 27 28 29 30 31 V 16 1 15 HERITAGE MI©DLE SCH©01- I 40 20 0 40 80 120 SCALE IN FEET STRUCTURAL FILL NOTE: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 --FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 951 STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. SIGN INSTALLATION NOTES: 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. STREET NOTES: 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND SD --806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING: 2 1/2" OF ASPHALT, 4" OF 3/4' CRUSHED AGGREGATE AND 12* OF 6" MINUS PITRUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTILIUTY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UTIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHAM CALL DIG UNE AT 1-800--342-1585 PRIOR TO ANY EXCAVATION. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS, THE CROSS SLOPE OF ALT_ PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.51 SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. 5. SEE SHEET SD -1 AND SD -2 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE DEVELOPER 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS, PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTIONS TESTS. STREET KEYNOTE LIST ITEM DESCRIPTION C2 CONSTRUCT 3" CONCRETE ROLLED CURB AND GUTTER, PER ACHD SUPPLEMENT TO ISPWC SD -702. CONSTRUCT 5' WIDE x 5" THICK CONCRETE ATTACHED SIDEWALK" PER ACHD SUPPLEMENT TO ISPWC SD -709. VG CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SD -708. a CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH L c: a m E LI_ TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS �[�a N O C HR WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE 1-L G O N N d Q nQY AA W 0 LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 0� .fid CONSTRUCT 10' WIDE ASPHALT MEANDERING PATHWAY. SEE SHEET DT -1 FOR C v" iL'V U d ccy y t P DETAIL. PATHWAY SHALL MEET THE LATEST ADA AND ICC/ANSI A-117.1 _ CAis (� REQUIREMENTS. c� E s LD INSTALL STREET LIGHT. PER MERIDIAN STREET LIGHT PLAN. L1 INSTALL TYPE 1 STREET LIGHT. PER MERIDIAN STREET LIGHT PLAN. 0 .L-. w Z {w�. O.{{JI 4 SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2 -FEET, TO MAKE A STRAIGHT EDGE a 0to SC FROM END OF CURB UP TO END OF CURB UP. REPAIR/REPLACE AND MATCH 0 O y 4 N y w D EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER DRAINAGE. 0 Sao C o F- as .� . t� RD REMOVE AND DISPOSE OF EXISTING BARRICADES. Ci f O eee�ax i( N1 RETAIN AND PROTECT EXISTING. z O MATCH NEW PATHWAY WITH EXISTING PATHWAY, REPAIR AND WIDEN EXISTING AS 0 0 �o gg NEEDED, TO ENSURE A SMOOTH TRANSITION. REPAIR/REPLACE EXISTING FENCE, c N2 LANDSCAPE, ETC. COORDINATE ALL WORK WITH HERITAGE MIDDLE SCHOOL (WEST w ADA SCHOOL DISTRICT). a 'T] MATCH NEW SIDEWALK WITH EXISTING SIDEWALK. CONSTRUCT NEW SIDEWALK TO W y E N3 ENSURE A SMOOTH TRANSITION TO EXISTING. SIDEWALK SHAD_ MEET THE LATEST 0 � V) AND ICC/ANSI A-117.1 REQUIREMENTS. U -)ADA N4 RETAIN AND PROTECT EXISTING STORM DRAIN SYSTEM AND SEEPAGE BED. �. 63-6 OF €0- Q I- H U Q z 0 a L c: a m E LI_ n �[�a N O C -oma 1-L G O N N d Q nQY AA W 0 �C7� i � C X7 rJ 0� .fid y V p V N C v" iL'V U d ccy y t 1.. 4-0E? c> 4 e N _ CAis (� c� E s LTC# N CD a' 7.Q m w C a !iJ 0 .L-. w {w�. O.{{JI 4 G O v 2__ t3 a 0to LI` py acs O y 4 N y w D 61 O '© Sao C o F- as .� . t� Z © LLL111 U � P n f O eee�ax i( v: O C w V d y N E �o gg c Q C E 2# a 'T] G y E � V) 63-6 OF 812, 4 0 w� rz �SGz V7 a s. s a 4az a a m m 0 Q 01) coC4 _ . ego ft oo 0�o mfto Zao Q Od° w c Z y cn CV v 0 z z C) z m w In ~ w C5 LU z cr a Ur7 LiJ z In W SCALE 1 "=40' 1 IVER HORIZ DWG -DATE 12/30/14 PROD. NO. 140425 SHEET 3 OF 12 ST -2 %SHEETS/I 40425-ST.DWG a 41-60 41-20 40 80 40 –40 40-00 39-60 39-20 38--80 38-40 38-00 37--60 37-20 36--80 36-40 36-00 35-60 35-20 34--80 34-40 34-00 33-760 33-20 32-80 32-740 32-00 31--60 51--20 60-60 6U --z' 2604 � w Z yam� J e.. 260 co e- 00 Lr N N Cq N N II+ 259 — Q tn - z vii ) a "'• FINISHED G AT 53°la- — u� to R co �`� t'7 II '� � � � � � � � � -0.46 259 - _ -_ - -0.53% - — — 0..50% -0.53 VIM GROUND XT 258 E. ENS ' NADA 3 DR. 2584 V' C 9 � li. I I I I I I l I I I E I I I I I I I I C 6 I I 1 I I I I I I 9 I I I I I I I I f 1 I I I f I d l I I P I f co ty N d co p j CO QD (X) C7 N t+7 .� d � t[7 � R qJ 00 O � C� r' � u7 � sl• � N � Y E . � � � 4i C) I . � � � C] N v oa r. r c7, a *.. r� "� t17 r� rn .- r7 _. Lf7 n _- Cs _. h�7 t17 cG cq C) c%! tp cx7 Q CJ C}j cs, d :7 O C7 C7 O C7 .= p _ r `` o [V N 04 cV ��. cV M' rr] ' i r, y rrj �t Wj I C] cyy 00 C5 pj CTi pn C2 O? raj �jy C� ra C7 � Ca dj C) r Cly C71 � CTy � [Ty IN, s 'CTi CAS C� Qy 1 cls �y C) rn w 4r� co co 0117 �.ry GQ trj C� �� m C) ttj Ch �-r� Cx Cti f75 C� uj OS G7 Lr- 0 �. m C7 C) f!) Cs �y + pry cn ti`3 C" Lo tC) v 1 c�, t!7 rN e[} Lf] c y Lo N U7 to to 117 N lf] �f7 Ott cV Ij) N t17 ey lCl t47 cy N ° ^� t17 ry t17 N �] cy N N N N N N N N N N N N N CV N N N N N N N CV N N N N N 41+60 41+20 40+80 40+40 40+00 39+60 39+20 38+80 38+40 38+00 37+60 37+20 36+80 36+40 36+00 35+60 35+20 34+80 34+40 34+00 33+60 33+20 32+80 32+40 32+00 31+60 31+20 30+80 45f 60 2604—F- 26 259 259 258 25 39f 60 2604 w 596 45+20 44+80 44+40 44+00 43+60 43+20 42+80 42+40 42+00 41+60 41+20 40+80 40+40 40+00 39+60 10 40 10180 11120 2604 —>< 260 259 259 258 Olt, 11 tbU 12+40 12 L" 6 Lu I -6O 1 U OR Q Z C O CV LU N N cb Lo LLl 6 11 tbU 12+40 12 UU 11 4U -6O 1 U 12+W uu y+bol Z C O LlJ LU Q C] Lo LLl 6 a�yo�er 41 ?604 >` a 0 N to co CS 117 D q):U a,a LL U ti N N cc. cin (][[1 to I R N c� °- I C) Q r n Q- t r) r7 � + +L N a) stn RCv 00 .4 00 m Q'- - v o 00 --CkLo o N "m C3 c` c y C C� N 014 I I II J L1 1 — �] . Cy Ul) to N tCi t n N 15W GRDUN � N II w w � UD o N cc r � r N - �-r1iII N w o y; 2 .a :v' w rrj n) Cly7 N 13+20 13-60 14+00 14-40 14f80 15f20 15-160 16 92 260 260 259 259 258 258 2-80 12+40 12-00 11 60 11-20 1 U, -6O 1 U 40 1 U uu y+bol Z C O LlJ LU Q q} C Q EL m LLl CL a�yo�er 41 ?604 >` a co CS 117 D q):U a,a LL U ti I cc. cin (][[1 to I R N c� °- I C) Q r n Q- t r) r7 � + +L N a) stn RCv 00 .4 00 m Q'- - v o 00 --CkLo o N "m C3 c` c y C C� N 014 I I II J L1 1 — �] . Cy Ul) 4 � a C- C" N 15W GRDUN Q � II w w � C1] N cc r � r p U - �-r1iII CN 11 w o y; 2 .a :v' w rrj n) Cly7 }fJ7 rr j tt CSS an t7 b7 � FLr- ATuj � < d �j � ' II Q-" U D :E; CL W m �] u S K c 5' w "= i c u7 V) � �r7 ,aw, y - 2 0 �g � m �7 117 0) tt7 In ti) �] 117 259 6 117 :Ei c C tij 117 QA z V�1 - v ,� o -j Lc) � w LLL VIS ND AT 11') � N 00 .- r.w tf) C � N • N � c V N N � N � ' N � N N cV CV Iin 7- o 0 p o tl N N w Z) in 0 4 :�irov¢� 0.44 FINISHED GRADE AT E. CORDOBA CT. Ui� e 4 4 Q QQ )-588 4- � .2va. E d o ai Ids V 0.41 la I la I LL Lj I CD LL- I Li I Li E� I I N I I I II ado N I p t j v 04 ("N } N � N � v N NUl N N CV 12+40 12+00 11+60 11+20 10+80 10+40 10+00 600 X596 ?592 r ?584 0 ®�t U Cl7 lt7 tr 4 w 5 v _ x V) �! w O � 4 C) ftWI 44 20 0 40 80 120� : N co mm ft (D � cq SCALE IN FEET x HORIZONTAL. SCALE ®t�? �00 4 2 0 4 8 12 f 0-- a 00 oom SCALE IN FEET VERTICAL SCALE 0 N a- LQ 1 st4o 1 stso 1 7t2o i 7�so 18100 18140 18180 19120 i 9t60 zotoo 20140 20t8o 21 t20 21160 0 4 U_ Zd.�� Lx._ Ll. I =41 LV LL3 Z C O LlJ LU Q q} C Q EL m LLl CL a�yo�er �L7 ?604 >` a co CS 117 D q):U a,a LL U ti I 1 C3 (][[1 to I R N I I 'Qy Q- t r) r7 � + N rn czr n a) w--- v1 . � V p S7w N -P- I C� !600 00 m Q'- - v o cG ,.� Ln Lo N U c` c y C C� N 014 I I II J L1 1 — �] . Cy Ul) 4 � a Li � � � z N t 7 CC-! L0 N T 'f Lo N to N aN C7 a = w E C1] N cc r � 6 N $ p U � i C14t,j C w o y; 2 .a :v' w rrj n) Cly7 }fJ7 rr j tt CSS an t7 b7 1596 FLr- c.E- < d �j � ' II Q-" U D :E; CL W m �] u S K c 5' w "= i c u7 c 4i � �r7 ,aw, y - 2 0 �g � m �7 117 0) tt7 In � IC) ti) �] 117 259 6 117 :Ei c C tij 117 QA z V�1 - v ,� o -j Lc) � w LLL V ND AT 11') � N 00 Lo � N tf) C � N >592 N � c V N N � N � E H C y N � N N cV CV Iin o 0 p o tl N N w Z) in 0 4 :�irov¢� 0.44 - 0.43 cu Ui� e 4 4 Q QQ )-588 � .2va. E d o ai Ids V 0.41 dU -0.86 0.43% d v V y� ?584 c-.: c v v Z 'o n�f �p ..+ � ^C% 9 V7 CT'C T +F L G 3 N .0 Ca p C � ------w- 2592 L N N 6 c C v .� _ c o }. W P G Q C E 0 FINISH GRADE AT U E [h a .� Z 0 ®�t U Cl7 lt7 tr 4 w 5 v _ x V) �! w O � 4 C) ftWI 44 20 0 40 80 120� : N co mm ft (D � cq SCALE IN FEET x HORIZONTAL. SCALE ®t�? �00 4 2 0 4 8 12 f 0-- a 00 oom SCALE IN FEET VERTICAL SCALE 0 N a- LQ 1 st4o 1 stso 1 7t2o i 7�so 18100 18140 18180 19120 i 9t60 zotoo 20140 20t8o 21 t20 21160 0 4 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 16+80 17+20 17+60 18+QQ 18+40 18+SQ 19+2a 19+60 20+UU 20+40 2Q+80 21 +20 2584 on Lx._ Ll. I =41 LV LL3 L0.JJ Z. LlJ LU Q ,m m LLl 0 cm �" �L7 –2600 co CS 117 C! o � "` ti I 1 C3 (][[1 to I R N I I 'Qy O [1 t r) r7 � + N Q i� p j 03 C7s rn czr n ! CId �L7 o trj -P- I C� r= ,_ Cs5 I tsa I t)o Lfl cG ,.� Ln Lo N + N Ca cD CTS C� N 014 I I II J L1 1 — �] I''7 Cy Ul) 4 � a Li tr)N � N � 1j N t 7 CC-! L0 N T 'f Lo N to N M] C1] N cc r r-- r 3 C7 rej M 7 C,7y 00 r j C� � i C14t,j 6 J w +- rrj n) Cly7 }fJ7 rr j tt CSS ri �y t7 b7 'Y � <i X377 4 I < d �j � ' II C7 -_- - �] u S K Cay M tr ] c u7 c 4i � �r7 0) �] m �7 117 0) tt7 In � IC) ti) �] 117 259 6 117 117 ] tij 117 QA ] N -j Lc) � t1'l � ISTING GRl] ND AT 11') � N tr] � N Lo � N tf) C � N tC] � N N � N � V N N � N � C 4 , N N � N N cV CV Iin N N N N N 0 4 0.44 - 0.43 cu 0.41 -0.86 0.43% ------w- 2592 FINISH GRADE AT U 2588 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 16+80 17+20 17+60 18+QQ 18+40 18+SQ 19+2a 19+60 20+UU 20+40 2Q+80 21 +20 2584 on Lx._ Ll. 2 fy� =41 LV LL3 L0.JJ Z. LlJ LU Q l+_k Ll -i LLl LLI U.J �L7 CL ti I 1 I I I I I � I I 'Qy ^ I '�! I Try I rl-'7 ! CId �L7 ! R, -P- I C� r= ,_ Cs5 I tsa I t)o Lfl cG ,.� ff) CCy rr') C) DC7 i,(7 cD CTS OQ C� cv 1"� C] — �] I''7 Cy Ul) 4 � a Li t\A C4 r S M7 N,, ry 7 f+7 rr) ] et "� cc r r-- r 3 C7 rej M 7 C,7y 00 r j C� � i C14t,j t"i fn t rrj n) Cly7 r 7 rr j tt CSS ri �y t7 b7 'Y � <i X377 4 I i t[ CV Cay CTi 7 C7 C,3y i7] pry �] u S K Cay M tr ] c u7 c 4i � �r7 0) �] m �7 117 0) tt7 In � IC) ti) �] 117 �7 � 117 117 ] tij 117 QA ] N to � Lc) � t1'l � Ln � W) � 11') � N tr] � N Lo � N tf) C � N tC] � N N � N � V N N � N � C 4 , N N � N N cV CV N N N N N 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 16+80 17+20 17+60 18+QQ 18+40 18+SQ 19+2a 19+60 20+UU 20+40 2Q+80 21 +20 2584 on z 0 Z. Q J Ld T7 U: 0 � CL zZLLI z LTJ o �F- F- F- E04 V) rz z {/0 Y w 0 SCALE 1"=40' 1"=4' EL HORIZ VERT 0 DWG. DATE 12/30/14 w > Lo PROD. NO. 144425 SHEET 4 OF 12 Cod N ST -3 C3 d Z 0 /SHEETS/140425-ST-PRQ.DWG 7 2'� - ! rLncr LL f No 10 s 0 c ` J. m y c e cn (D 6t N � L r? � � d C > 3 \\ N d'L'i Q l D Q f{ \\ \\\� iy//y��,�J�yf C C y d �r mw A�' 5 SG � egg /• `� � � � 4 `i cp STA=11+65.77 ��'` a"I° f �l - E L � 20.92' RT. G3 A 4 0 SEEPAGE BED i� �' `� 6 3 o�L� DI CL CL m.!'a��c o STA=11 +61.87 / /-` • �`\ f m w . GRATE=2591116 f f 12fs. +- S n o N 4 ti L VN f U•1 p b 40 20 4 44 8a 120 a e / o v�� m 4O ,d a SCALE IN FEET Q - �- IE. O 6 DI 13 \ `'�'� � f� I�Z a¢p bg ., STA=11+61.87 GRATE=2591.46 c 4 U Q .,� .�._12 a x P va W m c r MONITORING WELL DATA •. 4 N d C 10 \ ,f CONTROL POINTS NORTHING FASTING k' 13 1 SW CORNER SECTION 30 957.0 1,721.7 " 9 W 1/4 CORNER SECTION 30 3,597.1 1,739.4 z�oadE MONITORING WELL C 17 91:E-3 f L \�� oda N0. NORTHING FASTING a �, O C w K 7 MW #1 2 139.7 1,920 J a o q 2 MW #2 N V 7 •- I MW #3 2,440.7 2,307.9 I I I 14 ,4 MW #4 2,517.3 2,248.8 I 23 '� \�' STA16+27.92 MW #5 2,120.4 2,582.2DI MW #6 2,023.0 2,649.7 :1 I 15 O s GRATE= 2592.39 0r' i MONITORING WELL NOTE:._ e s 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK 5� I t I g OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR 1 f--- " f \ ENGINEER IF NEEDED. 16 OF G y 21 20 19 18 17 2. MONITORING WELLS SHALL BE INSTALLED PER DETAIL, SHEET DT-i.D1 J6- 19 . S I I 22 STA=16+27.92 4 / . L� GRATE=2592.39 I SG 11.r:. •. 22 _ " a I dSTA=40.t03.43 2 9 24.92 Lt. V2 � 4 f + DI it.., STA= 39 X73.70 R - 12', 8.8 LF SDMH #3 �` * J NOTES g - Q(100)= 3.34 cfs V(100)= 4554 cf •. I�" OUT= 2584.70 (TO SB #1) 28.6 1 .� GRATE=2589.24 18" PVC 0 S=-O.O% TO SB #1 CL STA. 39+83.27, 32.69' LT. 18" INV. 0 SB #1 = 2584.74 SHALLOW STORM DRAIN MANHOLE (RAISED INVERT), r �- """� r`"� 7• A=33+77.54 23 9D'� ISPWC SD -615A, WITH 2' SUMP SB #1 12" INV. OUT (SW) = 2589.20 RIM = 2588.99 (MATCH PAVEMENT) 18" d 12" INV. IN (NE) = 2586.25 117.01, 27.0'W, 7.5'D - 4.. ROCK= 2588.0 42.96' LT. Q � I I 0 _ �' Y lb 15 OF SAND= 2579.0 12.5 LF (NW) OF 1$" (AWWA C-905) PVC ® S=--4.40% TO (SEE DETAIL ON SHEET DT -1) SDMH #2 111 LF 18" PVC (TOP HALF PERFORATED) 0 S= 0.0% TOP OF BAFFLE OUT= 2589.00 111 LF I 42.0 LF 18" PVC @ S= -O.O% TO S8 #3 8.8 lF.+.f E. ENSENADA DR, - SEEPAGE BED �,., I I ---------_�-------_--�------ TOP OF ROCK= 2591.5 �a 133' r�, (C-945), 12.5 LF-- TOP OF SAND= 2584.0 e . 13 � r/ STA=4fi 4.0% I I 16" C -9U5 33.5 LF }� SDMH 11 _ d e .17 fi69 LT. 180, 42 LF e a :� 1 RETAIN AND PROTECT SDMH 2 1��1 STA=39+83.27 ' ._ __ - a `• 'f '` p - -I ��(... EXISTING 51DEWALI( STA=39+95.45 33.79' LT. 11' O i SEEPAi 1 "=40' 0 Lu 31.83 LT. 12/30/14 > 0 LO PROD. NO. 140425 Q- :!t SHEET 5 OF 12 ' d ry (2) DIL SD -1 0 O z cl 1 1 yl 11 STA=0+95.50 i 1 }}i BE 1 GRATE=25$8.65 :SEEPAGE:,I I f ; ` i ! I 13 14 15 16 17 18 19 20 21 22 I I 12 141{'4'x6 a r 3 p • 1 ... ._.. - - -= �rnerr nnAv STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA.. STORM DRAIN DATA (SEEPAGE BED#2) (SEEPAGE BED#2,1 SEEPAGE BEiD#3) SEEPAGE BE1D#1 ] (SEEPAGE BE©#1) S� DI 5 DI #1 CL STA. 39+79.74, 18.0` RT. SDMH #2 CL STA. 39+95.05, 31.83' LT. DI #3 CL STA. 11 +61.87, 18.0' LT. �� GREASE TRAP TRAFFIC RATED 1440 GALLON SAND AND ( } CL STA. 16+27.92, 18.0' LT. DROP INLET TYPE N (FOR ROLLED CURB) ACHD SUPPLEMENT TO r DROP INLET,.39TYPE N [FOR ROLLED CURB), ACHD SUPPLEMENT SHALLOW STORM DRAIN MANHOLE (RAISED INVERT}, DROP INLET, TYPE N (FOR ROLLED CURB), ACHD SUPPLEMENT 1' SUMP WITH 20 BAFFLE SPACING, PER OLD CASTLE PRECAST RT. � ISPWC SD -604A, WITH 1 SUMP TO ISPWC SD -604A, WITH 1' SUMP ISPWC SD -615A, WITH 2' SUMP TO ISPWC SD -604A, WITH CL STRUCTURE STA. 11+65.77, 24.92' GRATE= 2592.39 GRATE= 2589.20 RIM = 2589.04 (MATCH PAVEMENT) GRATE= 2591.06 RIM= 2591.39± (MATCH SIDEWALK) 12" INV. OUT= 2590.10 „ 12 INV. OUT= 2586.50 " 18 INV. {N (SE) = 2585.70 12. INV. OUT= 2588.50 32,4 � OF 12" (AWWA C--904} PVC � 5=--0.31 % TO DI#4 12" INV. IN= 2588.20 (FROM DI #4} 32 LF OF 12" (AWWA C-900) PVC 0 S=-0.31% TO DI#6 46.8 LF OF 12" (AWWA C-904} PVC 0 S=-0.53% TO SDMH #1 15" INV. OUT (N) = 2585.60 TOP OF BAFFLE OUT= 2588.10 16' INV. (W, Overflow) = 2586.20 Q(25)= 1.14 cfs V(25)= 1742 cf 18" INV. OUT= 2587.35 (TO SB #1) Q(25)= 1.55 cfs V(25)= 2503 cf 4(25)= 2.37 cfs V(25)= 3754 cf 0(140)= 1.49 cfs V(100)= 2277 of 30 LF 18" PVC 0 S=-0.0% TO SB #2 0(100)= 2.03 cfs V(100)= 3271 cf 0(100)= 3.12 cfs V(100)= 4906 cf 8.8 LF (N) OF 15" PVC 0 S=-0.57% TO SG #1 18" INV. 0 SB #2 = 2587.35 33.5 LF (W, Overflow) OF 16" (AWWA C-905) PVC 0 S=-0.30% TO SB #1 DIS DI #S DI #2 16" INV. 0 58 #1 = 2586.14 (INSTALL A COUPLER TO TRANSITION FROM RT. SB 2 # CL STA. 16+27.92, 18.4' RT. TBC STA. 0+95.50 0.0' LT. 16" AWWA C-905 T4 15" PERFORATED PIPE) CL STA. E 18,0' DROP INLET TYPE N (FOR ROLLED CURB), ACHD SUPPLEMENT SEEPAGE BED DROP INLET, TYPE N (FOR ROLLED CURB), ACHD SUPPLEMENT TO 2 -DROP INLETS, TYPE N FOR ROLLED ( CURB}, ACHD ,TYPE, TO ISPWC SD -604A, WITH i' SUMP 79.0'L, 15.0'W, 7.5'D ISPWC SD -604A, WITH V SUMP SUPPLEMENT TO ISPWC SD -604A, WITH i' SUMP SIG #1 GRATE= 25= TOP OF ROCK= 2594.0 GRATE= 2592.39 2 -GRATES= 2588.65 1000 -GALLON SAND AND GREASE TRAP (TRAFFIC RATED) WITH 20" 12" INV. IN= 2588.40 25 TOP OF SAND- 2582.50 12" INV. IN= 2590.00 " 12 INV. (CONNECTING)= 2586.60 BAFFLE SPACING, PER OLD CASTLE PRECAST 12" OUT= 2588.311 TO SG #2 BOTTOM OF SAND= 2581.0 15" 1NV. OUT= 2589.75 TO SDMH 12 12" INV. OUT= 2586.35 TO SDMH #1 CL STRUCTURE STA, 40+43.43, 24.92' LT. 2.0 LF OF 12" PVC 0 5=-5.0% TO SG #2 LF {SEE DETAIL ON SHEET DT -1} 138.5 LF OF 160 (AWWA C--905) PVC 0 S=-0.32% TO SDMH #2 13 LF OF 12" (AWWA C--900} PVC � 5--0.77% TO SDMH #1 ,22± MATCH PAVEMENT RIM= 2589 ( ) 73 LF 18 PVC (TOP HALF PERFORATED) 0 S= 0.07. Q(25)= 2.55 cfs V(25)= 3485 cf 15 INV. IN= 2585.55 (FROM SDMH #1) Q(25)= 0.69 cfs V(25)= 982 cf Q(25)= 1.90 cfs V(25)= 3247 cf Q(100]= 2.43 cfs V(1bb)= 4244 cf TOP OF BAFFLE OUT= 2585.45 Q(100)= 0.90 cfs V(100)= 1283 cf Q(100)= 3.34 cfs V(100)= 4554 cf 18" INV, OUT= 2584.70 (TO SB #1) SDMH #1 28.6 LF 18" PVC 0 S=-O.O% TO SB #1 CL STA. 39+83.27, 32.69' LT. 18" INV. 0 SB #1 = 2584.74 SHALLOW STORM DRAIN MANHOLE (RAISED INVERT), RIM = 2592.76 (MATCH PAVEMENT) CO N ISPWC SD -615A, WITH 2' SUMP SB #1 12" INV. OUT (SW) = 2589.20 RIM = 2588.99 (MATCH PAVEMENT) SEEPAGE BED 12" INV. IN (NE) = 2586.25 117.01, 27.0'W, 7.5'D 12" INV. IN (SW) = 2586.25 TOP OF ROCK= 2588.0 18" INV. OUT (NW) = 2585.75 TOP OF SAND= 2580.5 RATED) BOTTOM OF SAND= 2579.0 12.5 LF (NW) OF 1$" (AWWA C-905) PVC ® S=--4.40% TO (SEE DETAIL ON SHEET DT -1) SDMH #2 111 LF 18" PVC (TOP HALF PERFORATED) 0 S= 0.0% TOP OF BAFFLE OUT= 2589.00 111 LF 15" PVC (PERFORATED) @ S= 0.0% 25 STORM DRAIN DATA o� J r 2 O w 1. SEE STORM DRAIN DATA ON THIS SHEET FOR -� INFORMATION NOT SHOWN 4N PLAN. w 2. SEE SHEET DT -1 FOR STORM DRAIN DETAILS. F'-) a Q 3. CONTRACTOR SHALL CALL ACRD AND JOSH MANN " OF ENGINEERING SOLUTIONS, LLP (938-0980) FOR INSPECTION OF THE STORM DRAIN SYSTEM. PIPE NOTE 1, ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C900 OR AWWA C905) MAY BE ASTM D 3034 (SDR 35) OR ADS N-12HP. (SEEPAGE BEID#3) SDMH #3 CL STA. 33+77.54, 42.96' LT. W I SHALLOW STORM DRAIN MANHOLE (RAISED INVERT), z ISPWC SD -615A, WITH 2' SUMP RIM = 2592.76 (MATCH PAVEMENT) CO N 16* INV. IN (NE) = 2589.34 12" INV. OUT (SW) = 2589.20 LXT 12" IMV. (SE, Overflow) = 2589.75 �0� �0 8,8 LF (SW) OF 12" PVC 0 S=-1.14% TO SG #3 47 LF (SE, Overflow) OF 12" PVC 0 S=-0.43% TO SB #3 12" INV. 0 SB #3 = 2589.55 4Z0000 SB #3 Q 1000 -GALLON SAND AND GREASE TRAP( TRAFFIC RATED) WITH 20" BAFFLE SPACING, PER QLD CASTLE PRECAST CL STRUCTURE STA. 33+89.17, 40.06' LT. RIM= 2592.81± (MATCH PAVEMENT) 12" INV. IN= 2589.10 (FROM SDMH #2) CC14 0 TOP OF BAFFLE OUT= 2589.00 18" INV. OUT= 2588.25 (TO SB #3) 42.0 LF 18" PVC @ S= -O.O% TO S8 #3 18" INV. 0 SB #3 = 2588.25 SB #3 SEEPAGE BED 100.01, 25.0'W, 7.5'D TOP OF ROCK= 2591.5 0 TOP OF SAND= 2584.0 BOTTOM OF SAND= 2582.5 (SEE DETAIL ON SHEET DT -1) 94 LF 18" PVC (TOP HALF PERFORATED) 0 S= 4.0% 94 LF 12" PVC (PERFORATED) ® S= 0.0% O m W I z ~ N D I- CO N 0 LXT �0� �0 Z co o -o 4Z0000 Q ©ma 0 Lu C) LL17 a_ Z N CC14 0 ) 00 z 0 Z C 0 LL17 a_ Z z 0 " 0 F-� L3 u)Q cn l'Y Z a 11' O SCALE 1 "=40' 0 Lu DWG.DATE 12/30/14 > 0 LO PROD. NO. 140425 Q- :!t SHEET 5 OF 12 d LII ~ SD -1 0 O z cl /SHEETS/ 1 40425-SD.DWG SSMH A-17.25 S2 Trp. STA=23+03.26 o u W) pI 11 S�rr + d co N s+ LO Ui� 1co f r NDN U tr U # ! � __j Er 1 cn W (n (n I ff� 13 14 15 rn 1 12 I 11 I f BLOCK 6"PIRR x �ASPf&4U P,4 AY SCHOOL` (0HERIYi AGE MIDDLE 26( 25{ 25! 251 250 25 040 25 25 v SEE SHEET S-3 o = e Q iL p i a a� 0 fV IL � C�✓r tir �� R r +�� ° 4j W8 �wj `' (�''1 'aL;, a •v © S2 s l� r� S c i% f% `✓ CD p � r' acs' 411 T8 SSMH A -17.2N �r �' o .6 } STA=14+30.47 ,5 \ V6 �, , % 0]'? L ` z e 04 S2 C%4 f10 C '00- ' N3 ,� �''c: rf U] n rin cn cn cU _j'n 1 � ✓r ! `sxpQ �� Y�l / � .� tti ^��r�. 1 1� ��o®enc c4 L Ln LO CO W (n U)8LOC1C 2 XNry�o N2 C8 .A 2 H b of a ✓ I' N2 Ex. SSMH A-17.2 94• 14 STA=15+71. ` ! „ ICtR 15 f c� s c� N3 y77T �y 17�i TB 16 19 18 17 �a�' E8 ,/� /� r •L It Jr.' �, TB N2cri�r +"'00 cn � LO rn TB ro t TB +_ Ui +_ W +_ N n � H u S1 E8 j_ f LF .�k 4, 22 C14 C14 +11 11 it V6 s -j � N3 E8 S2 TYP.TB N3N3 N3 E8 W6 360 LF 6'MIN. L10 LF N3 Typ. _ 21+00 N3 2a+ao - I - - ` - - S1 I E!: SSMH A-17.2 � f r o i . f �� N3 TYP. ++ RL;, ST.4=1T*4847 n E + ,n n � ra r7 CC C s . SSMH A--17.218 °° r`"s 'F -ow -20' Cn + a� -� 20' SEWER CITY '. ,ri + _to + STA=19+03.26 rI u f o ca eoi LO �' `� U) c i rn 4F MERIDIAN "z C%4 C14 "' N rr rI rr rI a rr I EASEMENT -� � I cn vs Cn V) En Cn v, Gn (n 22 . 16 17 18 19 20 21 11 I 1 I � I 1 I f 6"PIRR 1 I /57 40 20 0 40 80 '120 e 4 6 LL E v SCALE IN FEET LIJ ti 2 HORIZONTAL SCALE a � � � � a c o P. O � O n o v 2 VJ �' c $ H •� :� z 4 2 0 4 8 12TB 0a T c E8 SCALE IN FEET VERTICAL SCALE N3 :9 g E8 -S �9c° , C C'-- + � CO c vjj a • v y]s � � �■ N 'y N N` C rte - ovob.o 9\r✓ S2 TYP, 6 W "•�� j v t. LU 7 23 CV1 "mss h W `!. �r h . NOTES '�Cc) ev C SSMH A--17.2/ .; r/ 4' 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES 24 STA=17+60.38 ri e ry n ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ' V? 6` OPENING IN FENCE ASPMJT gar#,WAv tv [m `' do CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL l bF G ` RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED�'1Y S�Rp�a BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 25 ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800--342-1585. � W 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, 2s X P SEWER AND WATER SERVICES AND MANHOLES. RESET � MANHOLES AND/OR METERS TO NEW FINISHED w m z SIDEWALK OR NEW FINISHED STREET ELEVATIONS, _ ¢ w EVEN IF NOT SHOWN..8 i 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES a } 6"PIRR- ---_ ARE EXISTING AS SHOWN, PRIOR TO PAVING OR 4 X CONCRETE CONSTRUCTION BEGINS. NOTIFY ENGINEER Lnz IMMEDIATELY FOR RE -DESIGN IF SERVICES ARE v 2 CD a� MISSING. (n } m w a o a WATER LIST OF'kA[ATERIALS '600 mw DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 1596 V6 valve, 6' SEE SHEET S-2 9 Valve, 8" Gate, Fig. x MJ T3 I I 8 "x 8'° Md x MJ x Fig. Fre Hydrant Assembly Complete per Std.s W7 and W9. Tee, 8" x STA -26+09.85 Q ! ." I \ J4'- LV I VU , SL= 40 i Adaptor, 8", Mg. x MJ 52 p I x 8" x 8' x 8", All Fig. )_588 Elbow, 8% 11 1/4•, MJ x Fig. E$ Elbow, 8', Sl= 2585.8 25 Elbow, 6", SSMH A- 17.2P See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Lower Water Main as needed, to Maintain 2572 N2 Minimum Separation). I N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. 8 51A=15+20.47 2568 N5 Verify that Double Water Service is installed, to Lot 31, Block 1. rd F S2 lYf . k4 , SC= 25+67 ,5a I 1 0 6 SL= 30'� �co M C14I LL, I 0 L Sl= 2585.5 LJ I C1 l- -LU C3 a N3SC = 25+45 I� #�-+I V) `��`✓ I I + tr LL3 W N3 ° SL= 44' 7 I 1 SCALL 1 "=40' 1 "=4' HORIZ VERT Sl= 2585.4 24 N0. 140425 SHEET 6 OF 12 j I S.1 /SHEETS/140425-SS.DWG i TYP. S2 U_ I I l I SC= 25+07 =e a, 00d f 7 SL= 30' I { Sl= 2585.3 0 II 11 I N3 SC= 24+76 ISI SL= 40' 23 4"PIRR 12 l ' Sl= 2585.1 - I I , i SC= 24+47 8 SL= 30' I lp SI= 2585.0 21 2O TB {{ eg T8 L2 11 24+06 p I TYP. sz jSC= � I SL= 4(?' H o 0' � C> LO I t I• •; �, S}= 2584.8 Vfi � .r cV . U -s I I 9 SC= 23+89 SL= 28' '; ` N ' .t• : E3 , E13 TB TB V8 rr Il c 1 u 1 T Sl= 2584.8 �Y `�' �'� TB AB E13 I P SSMH A-17.27 \ E18 E3 T16 N3 W8 N3 t I STA=23+81.86 I f Nz _ - E. AD DR. ENSEN A � I .. 19 LF w _ S 22+00 Cn � N3 N3 11 SSMH A-17.25 S2 Trp. STA=23+03.26 o u W) pI 11 S�rr + d co N s+ LO Ui� 1co f r NDN U tr U # ! � __j Er 1 cn W (n (n I ff� 13 14 15 rn 1 12 I 11 I f BLOCK 6"PIRR x �ASPf&4U P,4 AY SCHOOL` (0HERIYi AGE MIDDLE 26( 25{ 25! 251 250 25 040 25 25 v SEE SHEET S-3 o = e Q iL p i a a� 0 fV IL � C�✓r tir �� R r +�� ° 4j W8 �wj `' (�''1 'aL;, a •v © S2 s l� r� S c i% f% `✓ CD p � r' acs' 411 T8 SSMH A -17.2N �r �' o .6 } STA=14+30.47 ,5 \ V6 �, , % 0]'? L ` z e 04 S2 C%4 f10 C '00- ' N3 ,� �''c: rf U] n rin cn cn cU _j'n 1 � ✓r ! `sxpQ �� Y�l / � .� tti ^��r�. 1 1� ��o®enc c4 L Ln LO CO W (n U)8LOC1C 2 XNry�o N2 C8 .A 2 H b of a ✓ I' N2 Ex. SSMH A-17.2 94• 14 STA=15+71. ` ! „ ICtR 15 f c� s c� N3 y77T �y 17�i TB 16 19 18 17 �a�' E8 ,/� /� r •L It Jr.' �, TB N2cri�r +"'00 cn � LO rn TB ro t TB +_ Ui +_ W +_ N n � H u S1 E8 j_ f LF .�k 4, 22 C14 C14 +11 11 it V6 s -j � N3 E8 S2 TYP.TB N3N3 N3 E8 W6 360 LF 6'MIN. L10 LF N3 Typ. _ 21+00 N3 2a+ao - I - - ` - - S1 I E!: SSMH A-17.2 � f r o i . f �� N3 TYP. ++ RL;, ST.4=1T*4847 n E + ,n n � ra r7 CC C s . SSMH A--17.218 °° r`"s 'F -ow -20' Cn + a� -� 20' SEWER CITY '. ,ri + _to + STA=19+03.26 rI u f o ca eoi LO �' `� U) c i rn 4F MERIDIAN "z C%4 C14 "' N rr rI rr rI a rr I EASEMENT -� � I cn vs Cn V) En Cn v, Gn (n 22 . 16 17 18 19 20 21 11 I 1 I � I 1 I f 6"PIRR 1 I /57 40 20 0 40 80 '120 e 4 6 LL E v SCALE IN FEET LIJ ti 2 HORIZONTAL SCALE a � � � � a c o P. O � O n o v 2 VJ �' c $ H •� :� z 4 2 0 4 8 12TB 0a T c E8 SCALE IN FEET VERTICAL SCALE N3 :9 g E8 -S �9c° , C C'-- + � CO c vjj a • v y]s � � �■ N 'y N N` C rte - ovob.o 9\r✓ S2 TYP, 6 W "•�� j v t. LU 7 23 CV1 "mss h W `!. �r h . NOTES '�Cc) ev C SSMH A--17.2/ .; r/ 4' 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES 24 STA=17+60.38 ri e ry n ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ' V? 6` OPENING IN FENCE ASPMJT gar#,WAv tv [m `' do CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL l bF G ` RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED�'1Y S�Rp�a BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 25 ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800--342-1585. � W 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, 2s X P SEWER AND WATER SERVICES AND MANHOLES. RESET � MANHOLES AND/OR METERS TO NEW FINISHED w m z SIDEWALK OR NEW FINISHED STREET ELEVATIONS, _ ¢ w EVEN IF NOT SHOWN..8 i 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES a } 6"PIRR- ---_ ARE EXISTING AS SHOWN, PRIOR TO PAVING OR 4 X CONCRETE CONSTRUCTION BEGINS. NOTIFY ENGINEER Lnz IMMEDIATELY FOR RE -DESIGN IF SERVICES ARE v 2 CD a� MISSING. (n } m w a o a WATER LIST OF'kA[ATERIALS '600 mw DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 1596 V6 valve, 6' Gate, Mg. x MJ 9 Valve, 8" Gate, Fig. x MJ T3 Tee, 88' x 8 "x 8'° Md x MJ x Fig. Fre Hydrant Assembly Complete per Std.s W7 and W9. Tee, 8" x ' 6" MJ x MJ x Fig. 8 X `./ '.592 716 Tee, 8" x 8" x 6" All Mg. i Adaptor, 8", Mg. x MJ 52 Cross, 8' x 8" x 8' x 8", All Fig. )_588 Elbow, 8% 11 1/4•, MJ x Fig. E$ Elbow, 8', 11 1/4', MJ Ell Elbow, 6", 22 1/27, Fig. x Fig. APPROVED FOR M,:STRUCTION OLPE PLAN REVIEW These pians and/or specifications have been reviewed by a oualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58.01.16, as allowed under Idaho Code 39-118. if construction does not commence within twelve (12) months of this approval date, pians and/or specifications must be resubmitted for review. p6- v 1`P ngirreer Lim- Date Keller Associates, Inc. • 208-288-1992 IX U) 0 U 0 LL LU 0 � r OL. � �t ILi 0 z E13 Elbow, 8", 22 1/7, MJ x Mg. X584 E18 Elbow, 8" 22 112', MJ Y- R3 Reducer, 8" x 6", MJ x Fig. `::J Fre Hydrant Assembly Complete per Std.s W7 and W9. X580 61 Blow -Off, 2" per Std. Dwg. W12 S1 Single Metered Service Connection, 1", with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. LSJ X 52 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s W1, W3 and W5. ?576 0 L2 �oC) P.C.C. Thrust. Block per Water Note 1, (As required even if not shown.) After Agency hos closed Existing Valve "A" or "B" or "C" or 'D", the Contractor shall remove the existing N1 Blow -off and Thrust Block to complete the interconnection as shown. 0M znc 0D See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Lower Water Main as needed, to Maintain 2572 N2 Minimum Separation). N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. 8 Verify that Existing Sewer Service is installed. Install Sewer Service Marker, as needed per Std. SW3. 2568 N5 Verify that Double Water Service is installed, to Lot 31, Block 1. rd IX U) 0 U 0 LL LU 0 � r OL. � �t ILi 0 z 8 C-) :W C-02 Y- Ifi♦ i w 00 ar 00 C r.�. LSJ X 0 L2 �oC) oo 0M znc 0D Cz Q W_Cn EDOD W z�N cri cvELo p L r J O^ Q Z04+ �co M C14I LL, .'Q � 0 L LJ M C1 l- -LU C3 a w I� #�-+I V) o� w W tr LL3 W W U) SCALL 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 12,/3014 PROD. N0. 140425 SHEET 6 OF 12 S.1 /SHEETS/140425-SS.DWG i 7 —8 1I T_// ,� O �i i I i ICI 14 15 114 17 ISUBDIVISION I N� 0 1 _ _ --- __ _ _E( SSMH A 17.2E a --� `-- —_ � +_ __4_14_ y- - STAT 10Y-00.00 ~ C~ © "4" --. fXi15111i11i itkff v ►/ &K 10 T S DRr-- nUINS E 0UI1VTESSA DR. II ' 8LOCff 9 SSMH A-17.2V� STA=28+37.85 ��j II+ ffffff f i cr— no s a o r© I I I I II } } Q, i} I f } �f ff fi I II Ii ii f i f s I1 f €i 11I ,i }} i} II Pl f f . I f it II ff it it i I li iI i} it I ii . 11 Q �Ii. lI if }i q II I€ i� I i I 11 li fi JJ I! �i �I U@ HERITAGE MIDDLE SCHOOL E BLOCK 8 e4IPIRR .. 9� t Gn UjW w W Z 260( 01.1.1 259: 25N 258, 2581 257 257 256 3-80 28--40 28--00 27--60 27--20 26--80 26--40 26--00 25--60 25--20 24--80 24--40 24--00 26--60 2.5 2U 22 du 22 ,q Vj P (QI_PE) for compliance with IDAPA Tee, 8" x 8" x 6" All Fig. 58.01.08 and 5€ ,01.15. P`, alinwed tinder 58.01-08 Adaptor, 8, Fig. x MJ Q Idaho Code 39-110' 1, Gonsl,uCior. (ioes not La CD =�zQ Q}w a commence within twelve (1 2) Inon4,lis of this Cross, 8" x 8" x 8' x 8", All Fig. C r W Elbow, 8", 11 1/4', MJ x Fig. CL be resubmitted for review. Elbow, 8", 11 1/4, MJ W 0 E� Elbow, +6", 22 1/7, Fig. x ng. 00 QLPE Engineer Lic. No. Date Elbow8" 22 1/2' MJ x n Keller Associates, Inc. • 208-288-1992 Z Ilr "Fut V c Q <C vnn e V L ken S c� ca 0 EF F•L,,L[ L N [n 9 0 [Rr C C] . 12- c w ¢nwi �¢ - mo � � a m 6 J�F R C7 s} p G Go It Z o v 600 ci " w O 11:1�r <L i N r�r v r¢ 07 1• c sv g C14 0 (7; C) U-3 + EXISTING OGND I1 �Yrj'� :D a —va 'i c3 � .� a -oN � r: 0)CO CO N O P p o Li N ; ¢ C14 III AT SEWEI LINE C14 ej r+ E o ¢P rn y gg- LU CL 0 Uj v a o v V N '2' _Cn � C '592 �] CS as _-e to ■r ac .592 Ln '0 C-400 ll II � ■ � ri e C E U. 00 O£ • � .4 i � # 1588 V Z^1 �•sn P E UI Y V •� N d1 '.584 H 4 z FINISHED GRADE AT SEWER LINE I i Tg I SD 224.0 LF PVC 0.612 $" PVC 0 0•4 � 74.59LF N 81 RITC @ 0.42 a co pr 04 �n CK Itdl_ '0 U �_ LQ _ 0a � �rn kn LU tn � ; MC) r N II N o Ln r CN N #- CD co 00■ it ; I t 1 co BEAH M A 'E. 8+80 28+40 28+00 27+60 27+20 26+80 26+40 26+00 25+60 25+20 24+80 24+40 24+00 23+60 23+20 22+80 22+2 WATER LIST OF MATERIALS DESCRIPTION Water Main, 6" PVC, 0--900 Water Main, 8" PVC, C-900 Valve, 6" Gate, Fig. x MJ 0 APPROVED FOR CO! ,`STRUCTION Valve, 8" Gate, ng. x MJ n E a: QLPE PLAN R c VI E Tee, 8" x 8" x 8" MJ x MJ x Fig. = ¢i 0 4 p� These plans and/or specifications have been Tee, 8" x 8" x 6" MJ x MJ x Fig. n n r �. reviewed by a Qualified Licensed "rotessional ?576 ©� Vj P (QI_PE) for compliance with IDAPA Tee, 8" x 8" x 6" All Fig. 58.01.08 and 5€ ,01.15. P`, alinwed tinder 58.01-08 Adaptor, 8, Fig. x MJ Q Idaho Code 39-110' 1, Gonsl,uCior. (ioes not La CD =�zQ Q}w a commence within twelve (1 2) Inon4,lis of this Cross, 8" x 8" x 8' x 8", All Fig. C approval date, plans and/or specifica< ions must Elbow, 8", 11 1/4', MJ x Fig. CL be resubmitted for review. Elbow, 8", 11 1/4, MJ W 0 E� Elbow, +6", 22 1/7, Fig. x ng. 00 QLPE Engineer Lic. No. Date Elbow8" 22 1/2' MJ x n Keller Associates, Inc. • 208-288-1992 Elbow, 8" 22 1 /7, MJ Reducer, 8'° x 6", MJ x Fig.. Fire Hydrant Assembly Complete per Std.s W7 and W9. Blow -off, 2" per Std. Dwg. W12 Single Metered Service Connection, 1", with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. Double Metered Service Connection, 1', with 3/4" Meters and 3,14" Meter Setters, per Std.s W1, W3 and W5. P.C.C. Thrust Block per Water Note 1, (As required even it not shown.) After Agency has closed Existing Valve "A" or "B" or °C" or "D", the Contractor shall remove the existing Blow -off and Thrust Block to complete the interconnection as shown. See Water Note No, 2 and Sewer Note No. 2 on the Title Sheet. (Lower Water Main as needed, to Maintain Minimum Separation). See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. Verify that Existing Sewer Service is installed. Install Sewer Service Marker, as needed per Std. SW3. Verify that Double Water Service is installed, to Lot 31, Block 1. FA caco ca�,�pTZAL 0 G ,ST R L. : n E a: .. 00 = ¢i 0 4 p� (1)crr) 00 x7N OF G n n r �. R SIT ?576 ©� Vj P Q - w � r a a © d � Cn ca Q 7 X572 La CD =�zQ Q}w a vz�o� C o •v, yr a p CL .v M W 3 K .0z W 0 E� 00 � �rNPaosw Ilr "Fut V c Q <C vnn e V L ken S c� ca 0 EF L N [n 9 0 [Rr C C] . 12- c w ¢nwi �¢ - mo � � a m v � v Ct. E G s} p G 0 It Z o v 600 00 w O UL N r�r v sv g 1' 0 C a C c V a72 I1 �Yrj'� :D a —va 'i c3 � .� a W O P p o Li P '596 cC3 C Y E o ¢P rn y gg- CL 0 L..J v a o v V N '2' � C '592 �] CS .592 C E U. Q O£ • � .4 i � # 1588 V Z^1 �•sn P E UI Y V •� N d1 '.584 H 4 z caco ca�,�pTZAL 0 G ,ST R I '_580 .. (1)crr) 00 x7N OF G R SIT ?576 ©� Q - w � r a a © d � Cn ca Q 7 X572 La CD =�zQ Q}w a vz�o� 2 N C t/7 LO Cr 6 W a O K} ?568 M W 3 K .0z caco 0 I .. (1)crr) 00 x7N LLjW ©� a © Cn ca Q V) fflo 0 La CD ft N N C T LLJ 40 20 0 40 80 120 L.L z 0 SCALE IN FEET 0 HORIZONTAL SCALEz r+ 4 2 0 4 8 12 0 00 tai Or -0. SCALE IN FEET 04 VERTICAL SCALE All rr L15 o NOTES (n 06 in z Er 2i 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES r� ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LJJ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION [I3 OF ALL EXISTING UTILITIES BEFORE COMMENCING © U!7 WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED U BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE fY ANY AND ALL UNDERGROUND UTILITIES. DIG LINE 0 SCALE 1"=40' 1"=4' TELEPHONE NUMBER IS 1-800-342-1585. LL HORl2 VERT 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, 0 DWG.DATE 12/30/14 SEWER AND WATER SERVICES AND MANHOLES. RESET ld.i MANHOLES AND/OR METERS T4 NEW FINISHED � LO PROJ. NO. 140425 SIDEWALK OR NEW FINISHED STREET ELEVATIONS, r EVEN IF NOT SHOWN. pSHEET 7 OF 12 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES 17L M ARE EXISTING AS SHOWN, PRIOR TO PAVING OR Q CONCRETE CONSTRUCTION BEGINS. NOTIFY ENGINEER FS -2 - IMMEDIATELY FOR RE -DESIGN IF SERVICES ARE 0 Q MISSING. z SHEETS/140425-SD.DWG WATER LIST OF MATERIALS fiEJwl DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 V6 Valve, 6" Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x MJ T3 Tee, 8`x8"x8"MJxMJxFig. i Tee, 8" x 8"x 6' MJ x MJ x Fig. T16 Tee, 8" x 8" x 6' All Fig. A8 Adaptor, 8'", Fig. x MJ C8 Cross, 8" x 8' x 8" x 8", All Fig. E3 Elbow, 8", 11 1/4!, MJ x Flg. E8 Elbow, 8% 11 1/4, MJ E12 Elbow, 6", 22 1/2', Fig. x Flag. E13 Elbow, 8, 22 1/7, MJ x Fig. E18 Elbow, 8" 22 1/2', MJ R3 Reducer, 8" x 6", MJ x Fig. Fire Hydrant Assembly Complete per Std.s W7 and W9. 61 Blow -Off, 2" per Std. Dwg. W12 S1 Single Metered Service Connection, 1", with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. S2 Double Metered Service Connection, 1% with 3/4" Meters and 3/4" Meter Setters, per Std.s W1, W3 and W5. P.C.C. Thrust Bloch per Water Note 1, (As required even if not shown.) After Agency has closed Existing Valve "A" or "B' or "c" or "D", the Contractor shall remove the existing N1 Blow -off and Thrust Block to complete the interconnection as shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Lower Water Dain as needed, to Maintain Minimum Separation). N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Verify that Existing Sewer Service is installed. Install Sewer Service Marker, as needed per Std. SW3. N5 Verify that Double Water Service is installed, to Lot 31, Block 1. 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 C 260( 2591 259. 258'1 258, 2581 I257, 1257. 1256 SCALE IN FEET VERTICAL SCALE NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. NOTIFY ENGINEER IMMEDIATELY FOR RE -DESIGN IF SERVICES ARE MISSING. +60 10+00 12+40 10+80 11 t2a 11 bU I1 UU 11 4U `Q LL a -- 7 n `o- aV en w LX O E r(n 44 I I meati L Q� Q1 -or, :,!0!. . a — •++ ar o i N o.R o czW�� Uf�U�a��y z ��g V! m -aft J D _ L L 97 H Cn N ti3 � � + qC 3 ------ —,_— ---------- a F- 0 II if ff & V O II f i 1,562 LF �f i� fl- LIJ o 8 .8 LF I PVC 27 69 - -- ~ LILT rV 0� yyryry 0] o W Z00 0 SCALE rt 1 "=40' 1 n=4, LL LL. � � � ; HORIZ VERT ❑ W DWG.DATE 0 4 1_5 Z U") W -- E 140425 � v SHEET 8 OF 12 G E 9:15S LU � Il II � MFr z2 V L3 ?a 4 �[y Q ; Z E 1 [/�� 11 V ////// .O �A 14{]425 -SS. DWG 4 �J y 6 k 5 a V U60 10+00 10+40 10+80 11+20 11+60 12+00_ 12+40 M 12+8C N Ch W W co W r VI au a 4 FIRR -- 8 29 l i 26 IX `ss A-1 07rt2E .00 rrrsrrV Vel VF "rv" r' / f� V) W /W W W 13-20 128_0 12140 12t0600 2596 2592 • •1 2584 2580 2576 72 2558 FIR -100 /c, ��k$41�vlllal_l U-13. T Z4 u � i 0 0ca :�: a L � ami ntl v OE z� Q Uvoo. tz a0' C'4 `Q LL a -- 7 n `o- aV en w LX O E r(n 44 meati L Q� Q1 -or, :,!0!. . a — •++ ar o i N o.R o czW�� Uf�U�a��y ED CODC14 V! m -aft J D _ L L 97 H Cn N A � + z � a F- 0 & V O LL'd LIJ o CL d7 a LJ m LILT rV 0� 0] o W Z00 0 SCALE rt 1 "=40' 1 n=4, LL LL. � � � ; HORIZ VERT ❑ W DWG.DATE 0 4 1_5 Z U") W -- E 140425 v SHEET 8 OF 12 G E 9:15S LU � N C& 5 1 MFr z2 V L3 ?a 4 �[y Z E 1 [/�� 11 V ////// .O �A 14{]425 -SS. DWG Wj� y 6 k 5 a as � aa,5 v �. ` t -g5 ; c o© E u# d -oma.= Qa � p e 9a �y C ` a c ¢ � V O!r 11 N 4 e C m '` C V � D 10 v o,� w L O i F /c, ��k$41�vlllal_l U-13. T Z4 a � 0 0ca :�: a a Vi UJ U z� 0 a, tz a0' C'4 M en w LX .r s r(n 44 meati z �Aft Xz J R 2 W ✓� czW�� ED CODC14 ajN m -aft J D 0LQ CL. 0 0ca :�: a UJ U C) Go tz a0' C'4 M fe) 00 ED UDN LX r(n 44 meati Q` �Aft Xz czW�� ED CODC14 :z -aft 0LQ UJ U Go M z C) d Q` Xz I`� W 0 p3 X C Q F� A � + z � a F- 0 & LL'd LIJ o z LILT rV 0� 0] 0 SCALE rt 1 "=40' 1 n=4, LL HORIZ VERT ❑ W DWG.DATE 12/30/14 > 0 U") PROD. NO. 140425 T. d SHEET 8 OF 12 co LU � 0S-3� 0 Z a 1 1 /SHEETS/ 14{]425 -SS. DWG SEE SHEET S-3 A-17.2GJ STA=12+52.02 C:(v 17.2M C; r 1.3.66 CK) LO C14 W s. U3 W J W W= (0 ;STV, 0 J _C14 00 7.2R °° 5.26 rr 3rt vii n in w A5P,1,r PATHWAY It n . OPENING IN FENCE Cad 17 EXISTING16 { { PI 15 I 1 BLOCK 5\ (f jjj r 111 / fff ! BDLVISION NG• SU VENTAN', \� \\ 14 4 (D/ ' ab 5 6 \ to TB TB v h + _ rn E8 TB 00 + Cn � ExlS1rNG �/ H N, CO , CO n u Ir TB '1 VAI VZ_ .p. V6 J fl !� rr cin i to E18�'S TB cn yr in cn cn cn N 1 - f �' GRA i` E8 T7 TB S2 TYP. r f _ 0 \ I \CP 61 N3 E8 W8 N326 �- = �,•f �� ! 200 LF N3 80S 1j 19+00 20+00 N5 L4 - SSMH A -17.2L N4 N3 STA=20+41.58 S2 TYP. SSMH A -17.2K 0° N - ;� �! + "` � 17 STA=18+67.12 I L �+,� "' 0 + "`' p SUE3C�IVISIC�1�ti NCS. 2 i `" "' �' Ir f VNYAN 1 15 rn � � � 11 11 11 W 26 31 BLOCK 1 1 30 1 .3 27 2$ 29 � r BLOCIt � j 1 1 6"PIRR --- �._��� I I-6 PIRR __ _ _ HERITAGE MIDDLE SCHOOL z1-}20 --1-2604 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. NOTIFY ENGINEER IMMEDIATELY FOR RE -DESIGN IF SERVICES ARE MISSING. 1ATER LIST OF MATERIALS DESCRIPTION Water Main, 6" PVC, C-900 W_ t M . 8" PVC C-900 F a eln, , Valve, G" Gate, Fig. x MJ Valve, 8" Gate, Fig. x MJ Tee, 8" x 8" x 8" DJ x MJ x Fig. Tee, 8" x 8" x 6" MJ x MJ x Fig. Tee, 8" x 8" x 6" All Fig. Adaptor, 8% ng. x MJ Cross, 8" x 8" x 8" x 8", All Fig. Elbow, 8", 11 1/4% MJ x Fig. Elbow, 8", 11 1/4% MJ Elbow, 6", " 22 11z, Fig. x ng. Elbow, 8 , 22 1/27, MJ x Fig.. Elbow, 8" 22 1,IT, MJ APPROVED FOR CM,'UPUCTION +QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (OLP'E) for compliance with IT)APA 58.01.08 and 58.01.16, as all, ;vee under Idaho Code 39-118. If construr i,. does not commence within twelve (12) m�. ''Ins of this approval date, plans and/or specifications must be resubmitted for review. LPE EAgineer Lic. No. Date Keller Associates, Inc. - 208-288-1992 Reducer, 8" x 6", MJ x Fig- Z J Fire Hydrant Assembly Complete per Std.s W7 and W9. a U E 4 z U o o_ Blow --Off, 2" per Std. Dwg. W12 W CLi grg Single Metered Service Connection, 11% with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. - a 2CL Q LIQ oi O.E Double Metered Service Connection, 1", with 3/4" Meters and 3/4' Meter Setters, per Std.s W1, W3 and W5. Z C) + _ Q 2 G P.C.C. Thrust Block per Water Note 1, (As required even if not shown.) 41 DC7 fn U7 COLO :z After Agency has closed Existing Valve "A" or "B" or "C" or "D", the Contractor shall remove the existing 0 ILL � Blow-offand Thrust Block to complete the interconnection as shown. O LU See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Lower Water Main as needed, to Maintain W 5: w Minimum Separation). 0 U `Vl a�n = See Water Note No. 3 and Sewer Nate No. 3 an the Title Sheet. 5- Q_ � Verify that Existing Sewer Service is installed. Install Sewer Service Darker, as needed per Std. SW3. d I" F v Verify that Double Water Service is installed, to Lot 31, Block 1. Z < p1yZAL ,A X slit C: J '� a U E 4 z S F o o_ .. 0 0 0 W CLi grg U_ - a 2CL Q oi O.E VT Q o C) + _ - 2 G V(D /�y� � 41 DC7 fn U7 COLO :z 1 y� YJ tr7. � zF--- n LU cl:� 5: w r T� U to U `Vl a�n = �� 65 .� O V v] � LJJ d o � V) cc v n U3 #0 1"=40' 1 "=4' HORIZ VERT DWG. DATE 12/30/14 PROJ. 0 •9 _o S-4 /SHEETS/1 40425-SS-OWC E.�. �_ Q N # C C 4P O T m LY U O +t.+ Cl Lel M O LL O U G C H "w I�iVl C Z d o a V ! ! I K G;a 0 R.i.R o v a Q o LL � o 0 0 Z V it U z� p C a" L.l i, z -c / E a4NtI fff"--111 � a '�" v 'v+ rn "c w � ;; d ' 1� rl •U � 4 Z-05Vl y "Yl N (Pi C U Q �j ro 0 D w C � ❑ 0. a .. N E U.-•�, p1yZAL ,A X slit 0 o 0 I 00 c1c C* OD LIAJ 0 2 CDOo cm QCa c, a m z�N CV n -"loom IQI J '� LL z S F 0 m j W CLi grg M Q Qrw VT Q o C) + C� - 2 G j o COLO :z p w a rr zF--- r.0 LU cl:� 5: w 0 o 0 I 00 c1c C* OD LIAJ 0 2 CDOo cm QCa c, a m z�N CV n -"loom IQI J '� LL z 0 0 Iz Y M Q C) Z cv � 0=4 r rn C) + - c,o rr zF--- r.0 LU a < 0 r T� U to ra 06 2 W LJJ U3 SCALE 1"=40' 1 "=4' HORIZ VERT DWG. DATE 12/30/14 PROJ. NO. 140425 SHEET 9 OF 12 S-4 /SHEETS/1 40425-SS-OWC ' / f Ti 12 fes' % /?17 5 VEN �\\\ 14 az ocK I i vim f j k k 9 f - 2 vim-• -+`— © J N 4 i4/sfor �:='' f� • `BLK= 10 E.U1NiESSA DR. 1 ...,.... r ®� = ' I47'fRR— — — _ ° ``BLDCK tai �4°MRR.r r -- - ® 17" 0 17.517 ® p ° = I t�l'1SANG VALISE S2 ° o I �.......,,.. � ,� ..1 k Fk'IS12N�' Y�41 YE 11L Ni i j aLoci :9 }.....°.. EXIST. SEEPAGE BED lel / 4 29 4 TOP OF ROCK fid? N3 i '•. 2590 aj- f �y Ty�� YNYL. a f �•.. fir[%S7IIW Y�[G YL: S1 TYP, 2 ! o f N1 � i G E L"BE10E9 NS} EXIST: SEEPAGE BED TOP OF ROCK i 2 S1 TYP. Typ• S1 2,588,0.E II 1� 28 �I ° ' I I 3 I 3 I I a < \ I 5s 1 27 S1 5 I i „ ... f 4 , J4 26 � t1 6 �s S ]� \ PS .. f=! 5 51 ! I 25 I I I 'I 7 ° 5 I 124 g kI I , : I 8 ! 7 �1 23 I 1PIRR TB E11 306 LF I S1 TYP IpgpND�ND 21 20 19 18 17 I 22 t9l 1 52 40 23 _ - '•r — --- - - - �° o ( - 10 1.. �V4 4 . a E. ENSENADA DR, — l " _—-------------- TYP. 24 J `lcvb , . _ �. y - liltJ 1 I r E9 TB i1l -2C' SEWER CITY ,. ' 25 •'11 11 5 1BLOCK 1 ! OF MERIDIAN' ! EASEMENT I , , PSTYR: 13 14 15 16 17 18 19 20 21 { 22 I 1 12 1.0 TB •y I I i TYP. rv7 5, { {p D.... ...: 906 LF 5..,,.,,. l 'R� = s ..,. tSz�KT pa AY � �............................. ,............. l + ..............H R1TA ......M! ]C .L�.....` 7ULz.. x............. ........ 0 qj 7i N T it QC m F -V 0 WAf , /� �•• v t 8.0 . �G a�¢� o r-ry1II1 C C:, � a J � < i/dfh 3 a? O'm— �• D E 2 :3 3 o d[ 1 M a'r72t7 f1/ i z 40 20 0 40 80 120 0 �_ - LL P a a SCALE IN FEET e i v o c o .+ d a N N OI..L o � v a yQ NOTES. z *../ a .. a N 1. THE CONTRACTOR SHALL DETERMINE THE EXACT ° ° -1 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES -' a N = a c � a ALL RESPONSIBILITY FOR ANY AND acs r cO1s CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND °' _. = e d PRESERVE ANY AND ALL UNDERGROUND UTILITIES.o o o E i CONTRACTOR SHALL CALL DIG LINE AT Y " c 1-800-342-1585 PRIOR TO ANY EXCAVATION. a N 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL I� - °' Nv G EXISTING UTILITIES, EVEN IF NOT SHOWN. ~ # ` � [1 d W V 3. CONTRACTOR SHAH VERIFY THE LOCATION OF ALL y o s n MISTING SERVICES PRIOR TO CONSTRUCTION. o CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES.v- d� a v c N lu 4, CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS z AN EXISTING PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. � 1Q.1 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING15TL�,,�1, FENCE LIMES WITHIN SUBDIVISION. or PRESSURE IRRIGATION LEGEND M. S,t�a� EXISTING PRESSURE IRRIGATION LINE WITH VALVE AND SERVICE ©OM EXISTING IRRIGATION DRAIN �4'PIRit 200 LF WITH CONS5 UCT RViCE AND ULENGT}TRE IRRIGATION LINE a N en x a s� ■ CONCRETE THRUST BLOCK d fl IRRIGATION DRAIN a VALVE " z _ _, 5Ly CONSTRUCT SLEEVE (SIZE & LENGTH) C a C8 o PRESSURE IRRIGATION KEYNOTE LIST UL! CN ITEM DESCRIPTION �00 C%j P4 Pressure Irr. gain, 4', PVC, CL -200 af 0 P5 Pressure Irr. Main, 4, PVC, AWWA 0--900 'V o CI P6 Pressure Irr. Main, 6°, PVC, CL -200 - o ¢Q V4 Valve, 4 Gate a Ei T5 Tee, 4" x 4' x 4" "' M IN .� T7 Tee, 6 4'P x 6 x C E9 Elbow, e, 11 1/4 E10 Elbow, 4% 22 1/7 1101— El1 Elbow, 4", 90' E16 Elbow, 6', 90' D Irrigation Main Line Drain S1 Irrigation Service, 1", per ISPWC Std. Dwg. SD -901 (Extend 1' z past slope, as needed).. 0 Irrigation Service, 1 1/2, per ISPWC Std. Dwg. SD -901 z S2 (tend 1" as needed). LLJ Z Past slope, 0 P.C.C. Thrust Block (As Required Even If Not Shown), C) F -- Contractor Shall Verify All Necessary Existing Valves ~_ Ni Are Closed Prior To Removing 'Existing Plug/Cap is And Thrust Block, And Make Connection to Existing Cr Pressure Irrigation Main Line, As Shown. a Deflect Pipe Per Manufactures Specifications And z p N2 Recommendations. 0 Li ci Retain and Protect Existing Pressure Irrigation Main U LU � LU � IN3 and Landscape. Replace and/or Repair any �. damage to landscape areas, trees, fence, etc. CIO � • Existing Pressure Irrigation Service: Contractor shall Z Verify that Service is Installed and all fittings, etc. 0 N4 are installed and all in working order according to Service Detail, ISPWC Std. Dwg. SD -901. Install new service if needed. Repair Existing Fencing, 0 SCALE 1 "=40' Landscaping, as needed. LL 0 DWG -DATE 12/30/14 NS Retain and Protect Existing Sidewalk. LU > LO PROD. NO. 140425 per, " SHEET 10 OF 12 0 z 0 < P I R R 1 /SHEETS/ 140425 -PIR. DWG N 111 � D 3' SDR 21' PVC RISER EXTEND 18" ABOVE GROUND 2) 3" x 4' x 6" CINDER BLOCK (OR EQUAL) D 4' x 3/4" SADDLE MiNIMUM 4 4' MAIN LINE MINIMUM 3/4" BRASS PIPE 3/4" 200 PSI POLY 18' ABOVE GROUND 10 3/4" BRASS CURB STOP D ROCK CHIPS C 3' FEMALE ADD. 10 LOCATER WiRE 11 3" PVC PLUG 3 5 C 12 MARKER d "MODIF ED" TYPE A RISER NOT TO SCALE SINGLE FAMILY RESIDENT NAMPA MERIDIAN IRRIGATION DISTRICT 7 gD dell, 10 `P NI\ r 11 8 ' . r ter: ,,%•� % N4 r'f � 61[41S ��•r r t" � �, NOT TO SCALE SINGLE FAMILY RESIDENT NAMPA MERIDIAN IRRIGATION DISTRICT ,\ ................ 6%,��\ �T 17 kk II 16 15 SUBDIVISION No. 2 VENTANA /��/� ����1✓! W �� 14 01 .. ,.. � �-�' �`• �. `.. i // ora /,� 12 A HERITAGE MIDDLE SCH00L t 17 � 1 16 B1 SCK 1.� y 1 Nf 511150G'l✓RlW ... DOMESTIC WATER METER BOX COVER OBLITERATE WORDS "WATER METER' FORD NO. X43 CAST IRON WITH 12 1/2' LOCKING UDS 1 1/2' BRASS PIPE 20' PVC 1 1/2' CURB STOP j BALL VALVE SUCH AS FORD B11--666SW 1 1/2' PVC PIPE MIN. 12" DRAIN ROCK -J L --MIN. 1 CU YD. AT BOTTOM OF VALVE DRAIN ROCK FOR SUPPORT DRAIN VALVE NOT T4 SCALE LU x LOT 5' ca or SIDE LOUTPVC RISER -- (TYP.) t- PRESSURE IRRIGATION PIPELINE - SEE PLAN FOR SIZE OF PIPE TYPICAL PIPE LOQATIU NOT TO SCALE JV 40 20 0 40 80 920 SCALE IN FEET PRESSURE IRRIGATION LEGEND ----4ORO? - ,-- EXISTING PRESSURE IRRIGATION LINE b WITH VALVE AND SERVICE aDrn EXISTING IRRIGATION DRAiN 4, 200 LF CONSTRUCT PRESSURE IRRIGATION LINE WITH SERVICE AND LENGTH 111101 CONCRETE THRUST BLOCK 90 IRRIGATION DRAIN 0 VALVE - 40 LF SLV _ CONSTRUCT SLEEVE (SIZE & LENGTH) Ce PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION P4 Pressure Irr. Main, 40, PVC, CL -200 P5 Pressure Irr. Main, 4', PVC, AWWA C-900 P6 Pressure Irr. Main, 6", PVC, CL -200 V4 Valve, a Gate T5 Tee, 4' x 4' x 4" T7 Tee, 6' x 6" x 4" E9 Elbow, 4, 11 1/4` Et O Elbow, 4% 22 1/2' E11 Elbow, 4", 90' E16 Elbow, 6, 99 D Irrigation Main Line Drain S1 Irrigation Service, 11", per ISPWC Std. Dwg. SD -901 (Extend 1' past slope, as needed). S2 Irrigation Service, 1 1/2", per ISPWC Std. Dwg. SD -901 (Extend 1' past slope, as needed TB P.C.C. Thrust Block (As Required Even If Not Shown). Contractor Shall Verify All Necessary Existing Valves Are Closed Prior To Removing N1 Existing Plug/Cap And Thrust Block, And Make Connection to Existing Pressure Irrigat Main Line, As Shown. N2 Deflect Pipe Per Manufactures Specifications And Recommendations. N3 Retain and Protect Existing Pressure Irrigation Main and Landscape. Replace and/or Repair any damage to landscape areas, trees, fence, etc. Existing Pressure Irrigation Service: Contractor shall Verify that Service is Installed an N4 all fittings, etc. are installed and all in working order according to Service Detail, IS Std. Dwg. SD -9£11. Install new service if needed. Repair Existing Fencing, Landscapin as needed. N5 Retain and Protect Existing Sidewalk. - c Vac w 0 Y`r p7o N LL a CLX N t7 E C w T w L � (D O +� N > : = w v a PRESSURIZED IRRIGATION NOTES 0CL C 7 O 2 1. Install all crossings of the Public Rights -of -Way, private roadways and travelwoys with pressure (D o U o 00 � irrigation at a maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve N �, � a with locator wire. The Public Works Department, ACHD and Engineering Solations, shall inspect all ; � �, - ., crossings prior to backfilling./}," ti r C o i�+' o O 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, _ E W % storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable a Q water maim and non -potable water main to cross with less than eighteen (18) inches of vertical , 8 o w CLW cn separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules 4 Zo e v (IDAPA 58.01.16). 2 lam/ � 4 � o � '� V1 pC I0I G v U p -sem 3. The horizontal separation of non-potoble services and potable water services or potable water Q 0 # x H mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and I- 0 non -potable water main to cross with less than eighteen (18) inches of vertical separation, the Q [j u a� crossingshall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking W - f N >W -,0�aQ�o Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ;, # q 4 t A O M 4. install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in o chlor, with the words DANGER -UNSAFE WATER or NON -POTABLE WATER clearly marked along its 4 Z Z5 -a N _ length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the 11. Q w top of the pipe. � cc 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER n N d 0 or NON -POTABLE WATER. U y r 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER -UNSAFE WATER or d ,' a NON -POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of a " C C fe the Public Right -of -Way, private roadways and travelwoys. �--i e e N a 2 _ � A_ '2 .T N V Gni 7. install a reduced pressure backflow preventer in any connection between the potable water system a �' and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental QualityDEQ and the Cit of Meridian Water Department. o " ( ) Y p y�2 C Q C 0 N O 8. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless g g o CL a properly executed agreement for inspection and maintenance is in effect with the applicable W u t y$ L f3 Irrigation District. Forty-eight (48) hours advance notice is required. t n 2 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water service and pressure irrigation mains must �c��rj'1AL be on opposite sides of a lot.i�G�ST�'h,lf,� 10. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable loss in accordance with the Supplemental Specifications and Drawings to ISPWC. 44 �)15� 11. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard Specifications for Pressurized Irrigation System - latest edition, except as modified here on.� 12. 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. 13. Minimum depth cover over all pipe shall be 30". w 14. Minimum compaction shall be: J w a. 95% in Rights-of-way. o m ti b. 85% everywhere else. z d 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all change of direction of pipes over 11 1/4 where shown on this plan. � s 16. All services shall be placed at the corner of rear lot or side lot line unless otherwise shown on this plan. They shall extend past property line into lot as shown on detail. "� m 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 18. Contractor to verify location of all landscape lot services with owner prior to installation. 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not f Q exceed pipe manufacturers recommendations. Ld � N 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown.ft c � 00 21. All valves at street crossings skull be on bath sides of streets. U cr0� 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of L ci a ca this phase. 0 _0) 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe � :Lc co installation. C co 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. LQ a T 25. Retain and protect all existing utilities and irrigation facilities. 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in the pipe. 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure irrigation line shall go below the gravity irrigation line and a drain shall be installed at the Z low point of each location, unless the pressure irrigation line can go over the gravity irrigation and still hove a minimum cover of 30". 28. Contractor Shall install a service to each lot including common lots, evert if not shown. � CD z LW LLJ C a Qz C a NATES; z Z M 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION a OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. E UUj W THE CONTRACTOR ASSUMES ALL RESPONSIBU Y FOR ANY (] rn Cis AND ALL DAMAGES CAUSED BY HIS 'FAILURE TO EXACTLY Z L1J }. LOCATE AND PRESERVE ANY AND ALL UNDERGROUND W UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. Z 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING Q ion UTILITIES, EVEN IF NOT SHOWN. U 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING LY_ SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL 0 SCALE 1 "-40' NOTIFY THE ENGINEER IMMEDIATELY iF THERE ARE ANY DISCREPANCIES. 0 DWG.DATE 12/30/14 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN W EXISTING PRESSURE IRRIGATION SERVICE. CONTRACTOR > LO PROD. NO. 4t}4Z5 SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 0 d 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE p SHEET 11 OF 12 PWC LINES WITHIN SUBDMSION. a co 9 Q 0 PIRR-2 Z ❑ /SHEETS/ 1 40425 -PIR. DWG 3" SDR 21' PVC RISER EXTEND 18" ABOVE GROUND 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 4" x 3/4' SADDLE MINIMUM 4' MAIN LINE MINIMUM 3/4' POLY PIPE 200 PSI.- -- 3/4' 200 PSI POLY 18" ABOVE GROUND C (D 3/4' BRASS COMP. COUPLINGS 3/4' BRASS CURB STOP C ROCK CHIPS 10 3' FEMALE ADD. 11 LOCATER WIRE 3 7 5 12 3' PVC PLUG 4 13 MARKER ��•r r t" � �, NOT TO SCALE SINGLE FAMILY RESIDENT NAMPA MERIDIAN IRRIGATION DISTRICT ,\ ................ 6%,��\ �T 17 kk II 16 15 SUBDIVISION No. 2 VENTANA /��/� ����1✓! W �� 14 01 .. ,.. � �-�' �`• �. `.. i // ora /,� 12 A HERITAGE MIDDLE SCH00L t 17 � 1 16 B1 SCK 1.� y 1 Nf 511150G'l✓RlW ... DOMESTIC WATER METER BOX COVER OBLITERATE WORDS "WATER METER' FORD NO. X43 CAST IRON WITH 12 1/2' LOCKING UDS 1 1/2' BRASS PIPE 20' PVC 1 1/2' CURB STOP j BALL VALVE SUCH AS FORD B11--666SW 1 1/2' PVC PIPE MIN. 12" DRAIN ROCK -J L --MIN. 1 CU YD. AT BOTTOM OF VALVE DRAIN ROCK FOR SUPPORT DRAIN VALVE NOT T4 SCALE LU x LOT 5' ca or SIDE LOUTPVC RISER -- (TYP.) t- PRESSURE IRRIGATION PIPELINE - SEE PLAN FOR SIZE OF PIPE TYPICAL PIPE LOQATIU NOT TO SCALE JV 40 20 0 40 80 920 SCALE IN FEET PRESSURE IRRIGATION LEGEND ----4ORO? - ,-- EXISTING PRESSURE IRRIGATION LINE b WITH VALVE AND SERVICE aDrn EXISTING IRRIGATION DRAiN 4, 200 LF CONSTRUCT PRESSURE IRRIGATION LINE WITH SERVICE AND LENGTH 111101 CONCRETE THRUST BLOCK 90 IRRIGATION DRAIN 0 VALVE - 40 LF SLV _ CONSTRUCT SLEEVE (SIZE & LENGTH) Ce PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION P4 Pressure Irr. Main, 40, PVC, CL -200 P5 Pressure Irr. Main, 4', PVC, AWWA C-900 P6 Pressure Irr. Main, 6", PVC, CL -200 V4 Valve, a Gate T5 Tee, 4' x 4' x 4" T7 Tee, 6' x 6" x 4" E9 Elbow, 4, 11 1/4` Et O Elbow, 4% 22 1/2' E11 Elbow, 4", 90' E16 Elbow, 6, 99 D Irrigation Main Line Drain S1 Irrigation Service, 11", per ISPWC Std. Dwg. SD -901 (Extend 1' past slope, as needed). S2 Irrigation Service, 1 1/2", per ISPWC Std. Dwg. SD -901 (Extend 1' past slope, as needed TB P.C.C. Thrust Block (As Required Even If Not Shown). Contractor Shall Verify All Necessary Existing Valves Are Closed Prior To Removing N1 Existing Plug/Cap And Thrust Block, And Make Connection to Existing Pressure Irrigat Main Line, As Shown. N2 Deflect Pipe Per Manufactures Specifications And Recommendations. N3 Retain and Protect Existing Pressure Irrigation Main and Landscape. Replace and/or Repair any damage to landscape areas, trees, fence, etc. Existing Pressure Irrigation Service: Contractor shall Verify that Service is Installed an N4 all fittings, etc. are installed and all in working order according to Service Detail, IS Std. Dwg. SD -9£11. Install new service if needed. Repair Existing Fencing, Landscapin as needed. N5 Retain and Protect Existing Sidewalk. - c Vac w 0 Y`r p7o N LL a CLX N t7 E C w T w L � (D O +� N > : = w v a PRESSURIZED IRRIGATION NOTES 0CL C 7 O 2 1. Install all crossings of the Public Rights -of -Way, private roadways and travelwoys with pressure (D o U o 00 � irrigation at a maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve N �, � a with locator wire. The Public Works Department, ACHD and Engineering Solations, shall inspect all ; � �, - ., crossings prior to backfilling./}," ti r C o i�+' o O 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, _ E W % storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable a Q water maim and non -potable water main to cross with less than eighteen (18) inches of vertical , 8 o w CLW cn separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules 4 Zo e v (IDAPA 58.01.16). 2 lam/ � 4 � o � '� V1 pC I0I G v U p -sem 3. The horizontal separation of non-potoble services and potable water services or potable water Q 0 # x H mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and I- 0 non -potable water main to cross with less than eighteen (18) inches of vertical separation, the Q [j u a� crossingshall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking W - f N >W -,0�aQ�o Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ;, # q 4 t A O M 4. install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in o chlor, with the words DANGER -UNSAFE WATER or NON -POTABLE WATER clearly marked along its 4 Z Z5 -a N _ length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the 11. Q w top of the pipe. � cc 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER n N d 0 or NON -POTABLE WATER. U y r 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER -UNSAFE WATER or d ,' a NON -POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of a " C C fe the Public Right -of -Way, private roadways and travelwoys. �--i e e N a 2 _ � A_ '2 .T N V Gni 7. install a reduced pressure backflow preventer in any connection between the potable water system a �' and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental QualityDEQ and the Cit of Meridian Water Department. o " ( ) Y p y�2 C Q C 0 N O 8. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless g g o CL a properly executed agreement for inspection and maintenance is in effect with the applicable W u t y$ L f3 Irrigation District. Forty-eight (48) hours advance notice is required. t n 2 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water service and pressure irrigation mains must �c��rj'1AL be on opposite sides of a lot.i�G�ST�'h,lf,� 10. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable loss in accordance with the Supplemental Specifications and Drawings to ISPWC. 44 �)15� 11. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard Specifications for Pressurized Irrigation System - latest edition, except as modified here on.� 12. 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. 13. Minimum depth cover over all pipe shall be 30". w 14. Minimum compaction shall be: J w a. 95% in Rights-of-way. o m ti b. 85% everywhere else. z d 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all change of direction of pipes over 11 1/4 where shown on this plan. � s 16. All services shall be placed at the corner of rear lot or side lot line unless otherwise shown on this plan. They shall extend past property line into lot as shown on detail. "� m 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 18. Contractor to verify location of all landscape lot services with owner prior to installation. 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not f Q exceed pipe manufacturers recommendations. Ld � N 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown.ft c � 00 21. All valves at street crossings skull be on bath sides of streets. U cr0� 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of L ci a ca this phase. 0 _0) 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe � :Lc co installation. C co 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. LQ a T 25. Retain and protect all existing utilities and irrigation facilities. 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in the pipe. 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure irrigation line shall go below the gravity irrigation line and a drain shall be installed at the Z low point of each location, unless the pressure irrigation line can go over the gravity irrigation and still hove a minimum cover of 30". 28. Contractor Shall install a service to each lot including common lots, evert if not shown. � CD z LW LLJ C a Qz C a NATES; z Z M 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION a OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. E UUj W THE CONTRACTOR ASSUMES ALL RESPONSIBU Y FOR ANY (] rn Cis AND ALL DAMAGES CAUSED BY HIS 'FAILURE TO EXACTLY Z L1J }. LOCATE AND PRESERVE ANY AND ALL UNDERGROUND W UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. Z 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING Q ion UTILITIES, EVEN IF NOT SHOWN. U 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING LY_ SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL 0 SCALE 1 "-40' NOTIFY THE ENGINEER IMMEDIATELY iF THERE ARE ANY DISCREPANCIES. 0 DWG.DATE 12/30/14 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN W EXISTING PRESSURE IRRIGATION SERVICE. CONTRACTOR > LO PROD. NO. 4t}4Z5 SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 0 d 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE p SHEET 11 OF 12 PWC LINES WITHIN SUBDMSION. a co 9 Q 0 PIRR-2 Z ❑ /SHEETS/ 1 40425 -PIR. DWG cr_ IA 2.5" ASPHALTIC PAVEMENT 3' ROLLED CURB AND GUTTER — SEE ISPWC SD -702 5= CONCRETE SIDEWALK — SEE ISPWC SD -709 4" OF ale MINUS CRUSHED GRAVEL 14" PTT RUN GRAVEL COMPACTED STABLE SUBGRADE STREET SECTION _ 59 RIGHT-OF-WAY 3' ROLLED CURB ATTACHED SIDEWALK Er ENSANADA DR. / N. BEAHAM AVE. (STA. 30+86 — STA. 45+03) Er CORDOBA CT. "STA. 10+00 — STA. 12+04) N. ZAMORA WAY / N. DIAMOND CREEK AVE. (STA. 10+57 STA. 21+14) 1 5' SIDEWALK 1' LANDINGCONCRETE LANDING 5" 1.5% MAX. SLOPE i \-4" OF 3/4" MINUS CRUSHED GRAVEL 5r WIDE SIDEWALK PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -709 10, 2" ASPHALTIC PAVEMENT Ir 1Hgi if 1O" PIT RUN GRAVEL COMPACTED STABLE SUBGRADE UPPER 6" TO 95% OF MAXIMUM 4" OF 3/4" MINUS BASE COURSE PROCTOR DENSITY 19 ASPHALT MULTI -USE PEDESTRIAN PATHWAY MONITORING WELL INSTALL LID TO GRADE MAXIMUM ELEVATION OF ROCK --F" FILTER FABRIC —THREE (3) SIDES PER ACHD REQUIREMENTS (SECTION 8200 PG. 32) /� ELEVATION O{� SAND 'sG" MINIMUM /�ELEVATION OF SAND ="H" MONITORING WELLS TO' BE 1' PAST SAND. EXTEND PIT RUN FROM BOTTOM—� OF BED A MINIMUM OF 1' INTO FREE DRAINING MATERIAL, WITH A PERCOLATION RATE OF 8"/HR. (IF BOTTOM OF ROCK IS NOT INTO FREE DRAINING MATERIAL). MONITORING WELL, SEE PIAN VIEW & DETAIL, THIS SHEET NISHED GRADE HIGH GROUNDWATER ELEVATION IS BELOW 2576 ± FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" SEE TABLE 1 OF THE ISPWC. FINISHED GRADE FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. MONITORING WELL INSTALL IID TO GRADE r ■ y « sus/■� " B" i II i rG • 11 II HIGH GROUNDWATER ELEVATION IS BELOW 2576 ± FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" SEE TABLE 1 OF THE ISPWC. FINISHED GRADE FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. MONITORING WELL INSTALL IID TO GRADE r ■ y « M r � " B" » C" MAXIMUM ELEVATION OF ROCK ="F" FILTER FABRIC — THREE (3) SIDES PER ACTED REQUIREMENTS (SECTION 8200 PG. 32) •r r LL r,'ie,>i�■,� y f"�■I�jrl �q;+�:(a�es'�+�'� �■�P��,s��Ht y?ts�+�iM 1 � r r r r r • r _ " • r r r r MONITORING WELL, SEE PLAN VIEW & DETAIL, MONITORING WILL C) THIS SHEET can 20' MITI. FROM OUTSIDE BED20' MIN. FROM OUTSIDE BEI} �n PL.At4 VIE: SEE PLAN FOR BE) LOCATIONS SEEPAGE BEDS #1 AND #3 BEGIN PERFORATED PVC it END PERFORATED PIPE INSTALL END CAP BED# " . A " B" » C" II .. E 11 II II�l1 Groundwater Elev. Below 1 II � 11�ll ILII 117' 7' 11l1 IIQII IIm11 2580.5 LIJ ILII 11 C. II 2 IL II 2' 11,40011 13' w "' all it II 2578± I! 11.E 1! 11 11 =DM I! 11 !l II "E" p # II »D" IF IT PL.At4 VIE: SEE PLAN FOR BE) LOCATIONS SEEPAGE BEDS #1 AND #3 BEGIN PERFORATED PVC it END PERFORATED PIPE INSTALL END CAP BED# " . A " B" » C" " �, D .. E F' .. G 'H- H Groundwater Elev. Below 1 7.5' 27' 117' 7' 13' 2588.0 2580.5 2579.0 2578± 3 7.5' 25' 100' 6' 13' 2591.5 2584.0 2582.5 2578± WELL SECTION SH GRADE WELL COVER IN SIDEWALK U SEEPAGE BED #2 END PERFORATED 'PVC MONITORING WEILI , SEE PLAN VIEW & DETAIL, THIS SHEET IL7 SEEPI GE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. SEE PLAN SHEETS FOR LOCATIONS 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ACHD INSPECTOR AND €NGINEERIS INSPECTOR (CALL 938-0980) SHALL. BE ON --SITE DURING SEEPAGE BED INSTALLATION. v rn to 7..... S7 v d ill it II � fl !l Moll 0 0 © (D .,r IIlI fl m wLa II II II - II II L Il co 11 � 2' 11 "D' 1! If 11 11 'D" IF -11 SEEPAGE BED #2 END PERFORATED 'PVC MONITORING WEILI , SEE PLAN VIEW & DETAIL, THIS SHEET IL7 SEEPI GE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. SEE PLAN SHEETS FOR LOCATIONS 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ACHD INSPECTOR AND €NGINEERIS INSPECTOR (CALL 938-0980) SHALL. BE ON --SITE DURING SEEPAGE BED INSTALLATION. SECTION OONCREfE COLLAR MONITORING WELL DETAIL PER ACHD NOTES. WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE FACIUTIES. B LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER. NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT- 18"0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). SOILS AND GROUNDWATER INFORMATION PROVIDED BY ASSOCIATED EARTH SCIENCES, INC. REPORTS DATED MARCH 25, 2004 & OCTOBER 5, 2004. v rn to 7..... S7 v d ca a rn s LEGEND cq) Hca E m z 0 0 © (D WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER. ��cwisw IL }'2 �o � 5 9- 'i -;i' Q PVC CAP, GASKETED (WATERTIGHT). Im Q� Q3 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703). PLAN VIEW n W Q 3/4MINUS CRUSHED AGGREGATE FOR BASE (ISPWC SECTION 802) OR MATERIAL 'REQUIRED CONCRETE COLLAR NdN—TWFIC AREAS CL iA FOR STORIA DRAINAGE FACIU Y (I.E. 1.5' TO 2'r DRAIN ROCK, FILTER SAND). GOGJ /•(D PUC PIPE, 4* DIAMETER ASTMS D-3034 SDR 35 FOR DRILLED (WELLS PVC PIPE, 6' DIAMETER FOR amPLE). ASTM 0-3034 SDR 35 FOR WELLS DUG do BACKFILLED (RESIDE SEEPAGE BEDS '. b "` a • ¢ ` a 5 2 - STAINLESS STEEL HOSE CLAMPS AT 3' SPACING, SECURE GEOTD (TILE IN PLACE. V FILTER SAND (ISPWC SECTION Sal) U(Li} PERFORATED PVC PIPE, ASTM D-3035 SDR 35 WfTH 6 - 3%8- DIA, HOLES AT 3. ON CENTER. °' > �' �• ° (D DRAINAGE GE07D(TILE, TYPE I (ISPWC SECTION 2060). s 3 1 O PVC CAP, SOLVENT WELDED OR GASKETED (WATERTIGHT). PLAN VIEW CONCRETE COLLAR — TRAMC ACAS 1 i (2) 14 REBAR HOOPS WITH ;J4 VERTICALS. @NO. 12 AWG. GALVANIZED FINDER WIRE. 'r 24' --� THREE 6' DIAMETER COILS. SECTION OONCREfE COLLAR MONITORING WELL DETAIL PER ACHD NOTES. WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE FACIUTIES. B LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER. NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT- 18"0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). SOILS AND GROUNDWATER INFORMATION PROVIDED BY ASSOCIATED EARTH SCIENCES, INC. REPORTS DATED MARCH 25, 2004 & OCTOBER 5, 2004. 1vr1AL 11 0` G v rn to 7..... S7 v d ca a rn s cq) Hca E m z 0 0 © i=; dimin t7 p •CT ��cwisw IL }'2 �o � 5 9- 'i -;i' _ Im Q� ca w Q Ln n W Q x a a w ajj w CL iA 04 vs GOGJ /•(D a 'E' -m v dl 0 V �r U(Li} O (D V) V q1 N " 00 /•D LO rn /y c: c crs� 3 p y C=Eu"o r_ Z 0 O [� E m f2 »`•• 7, U) U v 6 pry �6 y y O o o an c cnc # s t7 m p U ?¢ m SCALE 0� a bii 0 Ill DVVG.DATE 12/30/14 Q, O PROJ. NO. 140425 CL SHEET 12 OF 12 CL In V N . DT -1 0 LL zQ a0 �mom- © /'SHEETS/i 40425-DT�.17WG Lu D IS �5y�*p r a O #—/h, o _ O'S (/ -_ _p_ I� p . ♦N fqi 4 z L1, 0. P N Vy U o c 1.6. Li 6 �� U y y ■1 'V � T+'O g � 0 q R ain C G �d =9th O t- n rr -.''v 0 ,is 's�.-_` a _ G L Q f]'3 V [3. ,or v : o v c G ,s—sn v n z 1vr1AL 11 0` G r ca a rn s ��z z L- ��cwisw 0 �o � 5 9- 4 k -;i' ft � Im Q� ca w Q Ln n W Q x a a w ajj w W m w �3 GOGJ o rn m cv o ca a rn - ca z L- ODN 0 W X 0 e x©0000 -;i' ft � Im Q� ca 0acn x a a w f z:� LQo rn m cv o z 0 LTJ �r ro 2 W © " 00 LO LU CD F - Z 0 U) Eli O LL SCALE NO SCALE 0 Ill DVVG.DATE 12/30/14 Q, PROJ. NO. 140425 CL SHEET 12 OF 12 CL In ~ DT -1 0 Q zQ /'SHEETS/i 40425-DT�.17WG