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CC - Construction Drawings \V s c as 2 c a> N Off?CAYS7 Ok L c E-2 ABS Ac Ionitrile-Butodiene-St rene cf Cubic Foot DWG Drawing STANDARD � ABBREVIATIONS �� VI�,TIONc page Bed SY Square Yard \ ` I ` °' a G ' .N ry y g STANDARD 1-1DBRE Y iH1tVl�lr,7 MH Manhole PP Power Pole SB See q I \ ( / T T T T \ �` ® ®�> a ABAND Abandoned CI Centerline E EASTING MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent I I z I \ / J PA"aItltuNr su��O e ( I I I I I \\ I I ( LL � t r ACP Asbestos Cement Pipe CO Clean-Out (Sewer) EA EACH FL Flow Line INV Invert N Northing PT Point of Tangency SEC Section TC Top of Curb I Z` I I \ AH Ahead GONC Concrete EC End of Curve FTG Footing IRR Irrigation NO. Number PVC Polyvinyl I Chloride SF Square Foot feet TEL Telephone �- - J- - - -✓ -� - - - -�-� -� I _1- - - Q} �-' 4>1 E"_.1� ALT Alternate CONST Construct, Construction EG Edge of Gravel FS Finished Surface ISPWC Idaho Standards For Public OFL Overflow Pipe PVMT Pavement SG Sand and Grease Trap TOB Top of Bank - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 0. C 2�, Q 01 Q BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Sloe W. &M/LLAN 0. - - - - BK Back CTV Cable Television EM Electric Meter GB Grade Break NC Island Vertical Curb PC Point of Curvature R/W Right-of-Way SPRK Sprinkler TOPO Topography - - - - - _ - _ - -_- - - �� 5 - - _ V �, C;C 000 ._ BM Bench mark CY Cubic Yard EP Ede of Pavement GIRR Gravi Irri ation L Len th PCC Point of Com ound Curvature RCP Reinforced Concrete Pie SS Sanity Sewer TRANS Transition LEMP CANAL 9 tY 9 9 P P ry J _ JL Q .�.r � vU0 BVC Beginning of Vertical Curve DBL Double EASE Easement GM Gas Meter LIP Lip of Gutter PE Polyethylene REF Reference STS Storm Tank System TYP Typical T T a T T - - 4) a$ a BW Back of Walk DI Drop Inlet EVC End of Vertical Curve GR Grade LF Linear Foot PfRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box r l � - - _F -T - - ip Q' 12 iT -� X CB Catch Basin D!A Diameter EXIST Existing HDPE Hi h Density Polyethylene g g I I ao I I I I I I 18L°"zl T _ T L *-' C` ` `�' g 9 YLP Low Point PL Property line RR Railroad STD Standard VC Vertical Curb I5 B �!¢ 3 I z zl 3 , s 6 , a I s I ,o g m ® � _ DIP Ductile Iron Pipe FG Finished Grade HORfZ Horizontal LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical Q',e� o I I I I I Q -_ DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tangent S Slope SW Sidewalk WM Water Meter �° „ smtz7R v t -L L- _ I I °�- ,C3 C W Q w NOTES ®� m If' NQA -JJs _-� 0 ` U U GENE eoNSTRucTION WATER SEWER v I i i I i I z ► -� 'Z I - y�( - - p. L €$a I z i 2 1 J I Q i 3 1 6 I , �- - -- I o@ �� v ® o.0 M 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 1. Construction of the water system shall conform to the standards in the Idaho Rules for 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA + i '3 I I = N Public Works Construction (QSPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. I I / I , - - -- - - �, E addendums , the requirements of the Ado Count Highway District ACHD and/or the requirements of the referred to in Genera{ Construction Note No. 1. I I y Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm roaB��an = 3 v standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water W y i - s 9 ,5 - ® ® ;_ o N_y eeocr, I \ i1. i� __�, sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, - - - I- 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on for a potable water main and non-potable water main to cross with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public I I y s Q ® 0 site at all times during construction (available an the website). Failure to have a current copy of the inches of vertical separation, the crossing shall be constructed in accordance with Section Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). t - - I --- z I ,� 76 LU '5 o ® �� °, Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section i I- - - - - \ � $ v a o 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 j I 6 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable -" (( C w P P P P P 9 ( ) P 9 I I I I I I I 'B I\ I � � Eoa > Department on site at all times. 3. The horizontal separation of non-potable services and potable water services or potable water main to cross with less than eighteen 18 inches of vertical separation, the crossing shall be R�v . - - m a o e water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems I 16 6>- 12 \ / O g 4. Al{ Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an main and non-potable water main to cross with less than eighteen 18 inches of vertical IDAPA 58.01.08 and Section 430.02 of the Wastewater Rules IDAPA 58.01.16). I I---� - - - ®" 5 on-site meeting with the City of Meridian Project Inspector) prior to start of work. separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho \ u; T� Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses -T- y g 5. Contractors shall notifythe appropriate a enc when materials are on site or inspection of the work is58.01.16). agency P Rules (IDAPA a stormwater treatment facility (i.e., seepage beds, drainage swales). I I I w.BOO„uc OR $c =v"' required. No work may begin on any project without Twenty Four (24) hour prior notice. - L �� RfRp WING OR• - 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of /I ��i-- I �� - >-�v� C 6. Contractor shelf notify the Public Works Inspector 48 hours prior to required testing. Contractor may not " _ -� �G I I ' � '°' e ®Z storm water treatment facility (i.e. seepage beds, drainage swales). pipe to natural ground, use Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service - - M 2 z z &ON6 I I � � g ` E open or close water valves. P fines and fittings. - L �, �� _ � � y o C � o•� �n c c - E U 3 as 5. The Contractor shall be responsible for providing continuous water service to all existing water - w SIVMYSr. W. YDN� I I slows I �� h � 1-°i _� o °, � C 7. All material furnished on, or for the project must meet the minimum requirements of the approving users affected by construction. If water service must be interrupted, the contractor shall 6. The Contractor shall conduct an air pressure test and television inspection after all underground - - z I z - ^ Q- I..i 6 "' - s "U N U 0y $ agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof coordinate with the Public Works Inspector. utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final that all materials installed on this project meet the specification requirements set forth in General acceptance of the sewer. �- ,o I i9 9P5 ,� ,s ,c �oi�sK 5L12 B, ao 9 a , r ' ® ` C ®a Construction Note No. 1. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and - I - standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All CCTV inspections shall be completed by third party testing firm. Jj ® °; ' o 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches c \- - W. LORETTA ST. 4,; o a t for pipe; B placing of aggregate base; C placing of concrete; D placing of asphalt paving. 8. ravel and acceptance of all sewer construction will be b the Public Works Department and their o sc o W. LORETTA ST. - P P ( ) P 9 ( ) P 9 ( ) P 9 P P g 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the Approval P Y P I_ Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or decision shall be final. Such inspections shall not relieve the contractor from the responsibility of ` Y�� PP P g 0® I \ 7 B 5 4 3 2 , U F3 12 Y, 10 9 ® 7 B 5 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public C-909, Class 150 PVC. performing the work in an acceptable manner in accordance with the approved construction plans and �° I I \ M> - Q - Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from Standard Specifications and Drawings. \ 7 z� s v the responsibility of performing the work in an acceptable manner in accordance with the DEO/OLPE 8. Five (5) feet of cover shall be provided for all water mains located in a section-line and s T � - _ ®lij� approved construction plans. mid section-line rood. Four 4 feet of cover shall be provided for all other water mains. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless I ? I f I I 8k( f roN $ A ec ( ) P otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the J I�XsrN p�K 084510N I I i I I o I I I I I ! I �° I l I I BALDWtN PAX SU MS � V 10. Any deviation from the approved plans and specifications must have the applicable agency approval in Supplemental Specifications and Drawings to the ISPWC. 9. Locate subsurface storm water disposal facilities (including un-lined ponds, infiltration beds writing prior to construction. = W.,rx�sa+4gs an. g P and drywells) at least 25 feet from main water lines. This requirement does not apply to catch _ 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. \� _ g basins or sand and grease vaults. - - I �- -.L_ �� - �- �� r o 11. Prior to beginninginstallation of street lights, the electrical contractor shall obtain an Electrical Permit Mark and construct service lines in accordance with Section 5O4 per City of Meridian Supplemental � from the Building Division of the Meridian Public Works Department. Any deviation in street light locations Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the I I I I I I I I I I I I I I i I I I Q I I I I ,� y1, from the approved plans must be approved in writing from the City Engineer. 10. The Contractor shall notify the Public Works Department two (2) working days before initial final inspection. Service fines shall extend ten 10 feet beyond the right-of-way where there is attached - P W - I I i O N PP P PP g Y g 9 q P PP P ( ) Y 9 Y - - _ -�- - -�- + � l� S construction begins and shall also request inspection of water lines and appurtenances 1T-�T L- -�- -I- - sidewalk and ten (10} feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may _ � 12. Take all lot dimensions, easements and certain off-site easements from the plat. twenty-four (24) hours in advance of backfilling. be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 13. The Contractor shall maintain all existingdrainage facilities within the construction area until the 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance with MTLtr PLAN 9 11. The Public Works Department will inspect all public sewer construction whether within public drainage and irrigation improvements are in Pace and functioning. applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. m 9 9 P P 9 right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours P g g 9 prior to start of construction, and again twenty-four p pouring 1 " = 20®' w N=N 14. All Contractors working within the project boundaries are responsible for compliance with all applicable 12. The Contractor shall be responsible for locating and marking all existing service connections P g y- (24) hours prior to ourin concrete collars. ' W z oows� per safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices Standard Drawing SW3. w C, 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe g w N and control of traffic within and around the construction area. o _ } 13. After installation of the water mains, the trenches shall be compacted to 95 percent of laying and pipe joining operations and while making sewer taps. Clean and restore to their original state z z ~ z z 15. All Contractors working within the public road right-of-way are required to secure aright-of-way maximum density to prevent further settlement. any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding HORIZONTAL DATUM�I USED o aasQw and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. construction permit from ACHD at least twenty-four (24) hours prior to any construction. g Z o 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations US GOVERNMENT HORIZONTAL NAD83 ADJUSTED match final street grade, & that all meter lid elevations match an extension of the sidewalk 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with 900Y M0UNTA/N h70H SCHOOL TO THE ADA COUNT' H.A.R.N. SURVEY J o 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor M grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign current ACHD standards. z o N z S shall determine the exact location of all existingutilities before commencing work, The Contractor assumes z g debris and to ensure that the lockinglids are free of concrete from the collarpouring o z Z Z w all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all BENCH L�RKS cn w underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. operation. 14. Instal{ sewer service lines prior to street improvements. SO K) 'o 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are to 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental NAVD88 NAD83 ADA CO. HAS Z � -� 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at feast 25 feet be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. Specifications & Drawings to the ISPWC. VERTICAL DATUM HORIZONTAL DATUM from water mains. This requirement does not apply to catch basins or sand and grease traps. All gate valves shall be set as close (flange connected) as possible to main line fittings. 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). i 6. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Supplemental Specifications & Drawings to the ISPWC. ELEVATION = 2577.99 N = 721,671.2 Engineer. I CHISELED X IN BACK E = 2,451.358.4 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the g 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot I OF SIDEWALK C � rn actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide 17. The Contractor may pressure test all water lines before disinfection and flushing, for His of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of 5 4 these locations to the Design Engineer for use in the production of record drawings. own benefit prior to installation of other utilities to ensure the integrity of the installed line. risers and grade rings. The sewer Contractor shall field-verify the elevation of the top of the manhole 00 ro o - - After all utilities are installed and prior to paving, the Contractor shall perform a final pressure cone to assure that all ring elevations match final street grades. Manholes may have 12 inches maximum ELEVATION 2576.17 N 722,023.4 Q ao 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not test and finder wire continuity test with Meridian Public Works Department personnel in of grade rings. CHISELED X IN BACK E = 2,450,746.9 ® x limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the 09 � OF SIDEWALK work to be done outside of the 300' extended boundary of the project will require a separate permit test. Only water from the City of Meridian's water system shall be used to conduct the pressure 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through g P q g test. collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The ACHD Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring c�c�- o ELEVATION = 2581.76 N = 722,115.6 O- 01) 21. All construction shall adhere to the Allwest Testing & Engineering Report dated November 29, 2017. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be concrete collars. SITE CHISELED X IN BACK E = 2,452,101.3 z QZ1 9 9 9 P on-site at all times. A stop order can be issued if the book is not on-site. OF SIDEWALK ®- w 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with ROADWAY ED CO 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) feet o _ o z g CD the field. Mark and construct service lines in accordance with Section 504 per City of Meridian deep shall have concentric cones. .0 CHISELED X IN BACK E = 2,450,752.1 ELEVATION = 2578.24 N = 722828 2828 1. All Contractors working within the public road right-of-way are required to secure a right-of-way Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker vs c construction permit from ACHD or iTD at least twenty-four (24) hours prior to any construction. shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the 20. The Contractor may air test all the sewer lines after backfilling and settling of the trenches for his OF SIDEWALK ® �o right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He ,� a 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the there is detached sidewalk. shall furnish oll equipment and personnel required to perform the test. The Contractor shall retest all pipe zone. sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all ELEVATION = 2583.40 N = 452,101.1 utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule VICINITY FND BRASS CAP E = 2,452,101.1 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot with City of Meridian Public Works Department a minimum of 24 hours prior to the retest. VICINITY j T� improvements outside the public (ght-of-way. �1 UD 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the LOCATED IN THE NE 1/4 OF THE NW 1/ , OF®SECTION 36, TAN., RAW., B.M., 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the Engineer. CITY OF MERIDIAN, ADA COUNTY, IDAHO latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Z I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any 22. The Contractor shall be responsible for locating and marking all existing service connections in improvements. FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL accordance with Standard Drawing SW3. ISR � � DAN 5. Set the taps of all valve boxes and sewer manholes flush with the slope of the finished street grades. EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC ` Z M ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES Book MUST be on-site at all times. A stop-work order can be issued if the book is not on-site. P: 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public ■ 4 3:-: Works will inspect storm drainage improvements serving private roads, parking lots and other paving CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 91 Z ^ improvements outside the public right-of-way. AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG PRESSURE IRRIGATION NOTES: 8` 0 LINE AT 1-800-342-1565 PRIOR TO ANY EXCAVATION. SHEET INDEX `� I"'�7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and SEE SHEET PIRR-3 (A Z Z gutter, valley gutter or sidewalk improvements. 1 OF 13 T-1 = TITLE SHEEP, VICINITY MAP & NOTES �I C,) 8. The street Contractor shall backfill all sidewalks at the completion of the paving. 2 OF 13 LGT-1 = STREET MIGHT PLAN s D 00 � 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on 3 OF 13 ST-1 = STREET PLAN a F- the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. STREET PVL3B�i �. eGEi�l� �E�yP�R LEGE 1.! HATER LEGEND P__ w 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and 11+00 4 OF 13 ST-2 = STREET PLAN w include any area damaged by equipment during trenching operations. 0+00.00 Centerline Stationing --I 1► Sewer Line & Station W Construct Water Line 5 OF 13 ST-3 = STREET PROFILES CV O 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor -10_81S-{}-- Sewer Manhole & Pie Angle 6 OF 13 SD-1 = STORM DRAIN PLAN AND DATA ' O? shall replace the entire roadway surface. CanCrete Vertical Curb, Gutter & 180' n g •_� Install Double Water Service 00 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel Concreted Sidewalk, per ACHD Supplement S.C. Service Connection 7 OF 13 S-1 = SEWER & WATER PLAN AND PROFILE D LONER ® � LLJ Install Single Water Service f path of a lane. Matchline shall only fall in the center or edge of a travel lane. to ISPWC SD-701 & SD-709 g N. McKiNLEY PARK AVE. (P�) � -J 4). Flowable fill or imported material may be required if the native trench material is deemed S.L Service Length N. McKINELY PARK AVE.-W.' LOREFfA ST. � (--- unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. Concrete Rolled Curb, Gutter & S.I. Service Invert Install Fire Hydrant 8 OF 13 S-2 = SEWER & WATER PLAN AND PROFILE 943 W. MCMII_LAN ROAD LLC a 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction Separated Sidewalk, per ACHD Supplement W. LORETTA STREET-N. BRYCE CANYON AVENUE 13967 W. WAINWRIGHT DR. E LL begins. - - S- -�v-- Exist. Sewer Line & Manhole Install Conc. Thrust Block BOISE, IDAHO 83713 9 to ISPWC SD-702 & SD-709 - -12w- - ExistingWater Line 9 OF 13 PIR-1 = PRESSURE IRRIGATION PLAN Phone (208) 939-5665 1' 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the y p 10 OF 13 PIR-2 = PRESSURE IRRIGATION PLAN E-Mail: Todd®annyxhonnes.corvi -� SCALE AS SHOWN Storm Drain System with a Drop Inlet, ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD - - Z -i 2-SD-*4 and Manhole - --�' Existing Double Water Service assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be 11 OF 13 PIR-3 = PRESSURE IRRIGATION DETAILS & NOTES 0 O DWG,DATE 06/08/20 ris approved in writing. The following variances, listed by date and short description, were approved for the - - Boundary Line a Existing Single Water Service 12 OF 13 DT-1 = STREET DETAILS project: none. ENGINEER PROD. NO. 191211 Right-Of-Way Line �f� Existing Fire Hydrant 13 OF 13 DT-2 = STORM DRAIN SEEPAGE BED DETAILS Q M1 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but - - - BIORETENTION CURB EXTENSION ENGINEERING SOLUTIONS, LL.P Q_ not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete - Centerline SHEET 1 ®F 13 Kathleen M. Str®schein, P.E. work. Any work to be done outside of the 300' extended boundary of the project will require a Lot Line 1029 N. ROSARIO ST., Ste. 100 separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, �- MERIDIAN, IDAHO 83642 T- 1 requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior Direction of Surface Flow ® to construction starting. Phone (208) 938-0980 ® Z E-Mai{: Kathys®engsol.org r_/SHEETS/191211-T1.DWG I JJTV VV N N N A+'� I i I 5 i°il m� \ o = c E • \ I �-- I� \ N 1 3�' SW I I i I m :.._ i I I ® I ° \ / I I I �v I I m I I I I o� `\ - - - — — — — — — — 50' R{W z q - - - - - - - -- -► j— -----J I I / L cry s +s I I - - - - -- - - �, �� v N 53462C I pn 1 t I '1 U v m + c CCD v II 6 EXISTING _ N 4V cO 017 NLZa SD17 W�-/ ®- - ---T - - - - - - - - - -- - - - - - - - cl) �a I - I i � u o I < f IccE�. L I I I I mN � 3Cwo _L7 � v, Q --PVl< I I —` - -4`PIR- - - I I 12 I I _ - - -a R-- - - -- - \ a / BLOCK 3 I ! .. P � — - - - -- - - - 1 \ 14 I` 11 III I I Q aL) Nvo I / 15 I , , , I �� \ F- a�� N \ I I EXISTING ° \� I I I l a m I I 13 I'; I oQ w o � \ I I 53465C \ / I I I I 19 1 o d a g - - - REPw► ® F- $ oas� o5 a = ® \ EXISTING -------—-----�_— -/i--��I S--�__----V--®—_�—O--v�°-------\\_®--,��—®` ` UY —°i—1 c—4PIR� •s�I a Ym' Q� ® III_I -- - - ¢,.=-2oc Y R ®�- - ® �III II ca T yya=_No �r FMrIE � SL 81w L E MR I I Y BIRD W. W. BIRD WING DR. —4 WINO DR 0 1® _ 77 Fc — — — - I'd E — 53463G Z� .. � g�l — EG .. EXISTING I co a z ® T2 ?� 2 ci co 21 G BLOCK 6 EXrsT BLOCK 5 I o FH tc — -rPPR - - - - - -Lx I `' pvtASE 5 4 W 3 2ir cnCc, W. SYNEY W SYDNEY ST ....... ; Pvc 6 2m 4-PI 4PIR — — — — — — — - - z o - - - - v'a•�N=- � i 1°ya IIIIII —--1 I►I J1IIIII IIiIII 4 XIS T III 81AI 85 iiI I IiII a i III = II IITIII II I/ III —II -------------�--I�—-- — ®-�- I II III o`��W��Hr am■,Il ��, ��• XA oZ��•-� R 4 3 .3BLOCK 5 19 16 17 15 14 13 12 - - - - - - -11 40 9 8 7 s GwzwzW 'W. LORETA ST. °S WLOREA Sr. - - - - - - - ac LJ z w5 - - - - - - - - - 7 6 5 4 3 2 13 12 10 9 8 7 6coBLOCK 7 OBLOCK 6 caco— — — — - - - 'PIR EMIR 6°PIR w w °PIR — — — — — — — 00X 6PIR 'PIR - 00 vii .�v�oaz�r iLu p UB. ND• s ® I i I I 1 1 BADPrW PARKS I BALDwNIPARK sue. ND. s I I I ceL ztEXIS FH. — — — — — — — — — — — - W WHITE SANDS DR. W WHTE SFWDS OR STREET LIGHT NOTES LEGEND z A(. ® 1 ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL EXISTING TYPE II STREET LIGHT SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. PROPOSED TYPE I[ STREET LIGHT 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT https:/ citizenportal.meddiancity.org/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. MERIDIAN CITY LIGHT POLE NO. OQ Lucr3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. z w cf) 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. (V O V) 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL 00 INSPECTION. 6 -5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LANDSCAPING NOTES Q 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898 1 LL LOCKED METER PEDESTALS. 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE BQ 30 Q BQ 120 180 >- o awZw�z c 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. COMPLETED AFTER CONSTRUCTION ON THE LOTS. _. j SCALE 1"=60' TREES MAY BE MOVED TO ACCOMMODATE z 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. SCALE IN FEET ® DWG.DATE 06/08/20 rls w PROJ. NO. 191211 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO AL STREETS WITHIN THIS SUBDIVISION. 0 a- a- SHEE 2 OF 1310. TYPE 1 POLES SHALL BE BLACK. / Lij Q 0 0 LGT- 1 ® z ® /SHEETS/191211-LGT.DWG E 00 a- (D.6 0 CL Q CL Ckf w gi oE -0 -r- V -.q" -m co E (� +-' D 0 E' c-0 Cc, 0 f_ , 0, Cc,Z Ai K .STREET NOTES: . . .8.0!� 0) :5 0--zg =2 . 0, (D rfi \ , I I1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD-301, CD oL;;-- o .......... 17-1-74.25 2579.5,5 15 -303 AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES (INCLLIDING DRIVEWAY APPROACHES AND (D 22 06.J6 o) Z� Ev -H! J, SD co (v 18-1-05.94 29 -OF-WAY TO MATCH THE EXISTING STREET PAVEMENT -0 w 257969 ............ 2581. UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT ............. 2579.28 FL 14 19195.40 2581.02 R SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 MIX, 0) o al, 2579,70 E:�2 cc 2579. E E 2,581.29 J MIX, PG 64-28 FIVE INCHES (5J L 22,�08.J6 16 43 R PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4- OF %4- BASE AND 25- OF 6" MINUS PIT 22-kJJ.47 19 19160 HP RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH ) < co 2 Lc 258102 FL 24409.14 THICK, AS A MINIMUM WITH 40 OF -Y4' BASE AND 25g OF 6" MINUS PIT RUN. COLLECTOR, LOCAL C>e w 258 O u -aw 0 c: _4 0- 106.47 1 2,580.00 -1-660.08 2581.04 R 1.72 END COWST J MIX, PG 64-28 THREE........... /9 2J MATCH fYIST COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (V2 258 1.oj FL INCHES (31 THICK, AS A MINIMUM WITH 4- OF Y4- BASE AND 20- OF 6- MINUS PIT RUN. LOCAL 2579.96 2591.10 2581.47 258/.JO cd 2 J4.15 22,�20 HP ij 22-,LO8.20 RESIDENTIAL ROADWAYS SHALL BE SP-3, 0.50 INCH NJ MIX, PG 58-28 TWO AND A HALF INCHES CC'1-1 1:,i.2 21 06.J2 23*20 0 2,3460 20*6906 2582.................... 20-f 19.85 2581.42 F2581.52 'Nl (2.5-) THICK, AS A MINIMUM WITH 4- OF X4- BASE AND 14- OF 6- MINUS PIT RUN. w z s 2580.98 J6 - - - - - - 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 00 2580,61 2580.82 P. \e' -- - - - - - - - - - - - - - POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. LL IL181-J76,3 ---- Z5 �1\1\\ �' FUTURE PHASECOORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO 2579.8J 3. THE UNDERGROUND UTILITCO ES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND P/ 81R,0 ............. 2579.56 FL WtivG DR. Ill D W. EXISTING DRAWINGS. THE NTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING . . . . . . . 016 OR > UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY U 194�5,40 W. 8120 WING 9R 0 �5 -Z AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL w 's, ------- -80 HP 2579.85 f- UNDERGROUND UTILITIES CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY -01'5 19� ---------- Z- ----------- . . . . . . . 2590 00 2579 59 F� (L -7 - - - - - - - - - - - UT . . . . . . . F IURE FEATHER DR.* END CONS f 0 C9 77 EXCAVATION. . . . . .:. . . . . .EG�. . . . . . . . . (n "sQ22*08.20 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ISPWC SD-712A, SD-712H OR SD-712G PER ACHD (L . . . . . . . . . . . . . . . . . . . --f 60 ::: -F . . . . . . .. . . . . . . . . .. 19-�-10,J8 140 2J Nl Log . . . . . . . . 2581.42 2581.56':: SUPPLEMENT TO ISPWC WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712. 0 . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 2580.14 2 124.52 2213J.47 2J-�06.47 '�5 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EG-EG-EC Q, 2581.06 22-f2O HP 2581.21 NK 2581.21 ........ DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE 9 �Z:s K .......... *21.26 21*21.26 2580.94 Ft 2580.94 R: 24*08.2J 'TRAFFIC YELLOW.- PEDESTRIAN RAMPS MUST MEET ® �vj� me RETAIN & PROTECT EXISTING 2581,47 MATS NOT ALLOWED) AND SHALL BE COLORED ea 19-1-81.64 2581.05 2581.751 1 T i GRAVEL ROAD, FOR SEWER 22-1-81.J6 1p 22481.36 LP THE LATEST ADA AND [CC/ANSI A-117.1 REQUIREMENTS. ACHD INSPECTION STAFF WILL BE 20-f 69.06 6 MATCH f XIST & SD MANHOLE ACCESS AND 2580.45 20-�49.67 2581.00 2581.00 MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA 2,580.82 MAINTENANCE. 256-0.74 2,580.7J fl 2580.7J R STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; 159.86 ........ 50' THERE ARE NO '"TOLERANCES" ALLOWED. sc, ........ 0 S2 2J &00ff 6 -1 FOR STORM DRAIN DATA AND ELEVATIONS. 23-�56:117"-. j /.J/-i 5. SEE SHEET SD 0 BEGIN CONST 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS t 6 2581JO SC -LOCATED PER THE DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED BLOCK 15 N 1 Typ. : 5 1 : : :X - - - - - - - - - - - - - - DEVELOPER. �5-F t�! N 1 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE 5 PHASE 4 Typ. FUTURE ..... 2 .......................................... RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFlLLED WITH .............. 2J*59.86 75 STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE to 259I.JI-i ............... 1.01 MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTIONS TESTS. c .. .......... - . :: BEGIN CONST 258 24+00 HP 6 24 00 m 2581.47 : 2 24+00 HP-41 LLj ,ST 2581.47 ...................2579- m I - - - - - - - - - - - - - - - STREET KEYNOTE LIST 24+34.86 2581.26 5so.82 VA k 24+3169 - . 2� v ............................... ITEM DESCRIPTION Cl 258128 -25 TRAFFIC RATED), TOTAL 14' ST INSTALL 5' WIDE ASPHALT x 9' WIDE GRASS PAVERS (HS 5'SW. 15'sw m . - Q 1;)� WIDE (AS SHOWN ON PLANS FOR STORM DRAIN AND SEWER MAINTENANCE ACCESS). GRASS ff 9 DETAIL, Er -1. PAVERS PER NDS TUFFTRACK TT24 OR APPROVED EQUIVALENT. SEE D SHE DT 5�TR/W_ 3 o 25go.33 2480 INSTALL 5' WIDE ASPHALT PATHWAY, REGRADE EXISTING GRAVEL/DIRT ROAD. SEE DETAIL, cn. f Al BLOCK 5 SHEET DT g 25+11.53 . .' I 14 13 12 25+09.86 - - - - - - - - - - - - - ��2580.79 10 9 8 7 2580.78_\� 2% 27. INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A 61 SIGN STATING THAT "THIS ROAD WILLBE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE 25+111.53 WITH ACHD STAFF. zo; s REMOVE AND DISPOSE OF CONCRETE DITCH. § m Z5 a 89 31+50.89 30+68.75 29+86.75 29+04.75 28+22.75 25+11.53 CONTRACTOR SHALL cv 6 '-.27+41.41 INSTALL TYPE It 13ARRICADE AT THE END OF SIDEWALK/PATHWAY PER ACHD SUPPLEMENT TO c" 2577.75 FL 2578.35 2578.68 2579.01 26+61.41 26+06.05 L 2579.33-\ 2580.78 REGRADE LOTS PER ISPWC SD-I 132A, PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADES SHALL INCLUDE C) 2579.66 253" � ffi t�2579.98 2580.20 1 @ V3 DEVELOPER. A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. cl) 4 CONSTRUCT 3" CONCRETE ROLLED CURB, GUTTER AND ATTACHED SIDEWALK, PER ACHD Lu P2 W. LORETTA ST. Ct SUPPLEMENT TO ISPWC SD-702 & SD-709. lo+OQ6 25+53.64 - ------------------- - - - - - - - - - - - - - - 2580.52 ------------ C) w cl 4 Pi C2 3 77.78 Pi L CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SD-708. Lo 2579-99 U) La S, INSTALL CURB TRANSITION, VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER, SEE d DETAIL, SHEET DT-1. w % - - - - - - 25+78.52 31+23.67 00 w 2577.84 Sn 2580.37 2578.13 C14 2577.57 FL 10:40 26+0 00 30+50.17 29+80.17 TRAFFIC CALMING BIORETENTION CURB EXTENSION (34' TOP BACK OF CURB LENGTH): PER cn 0 2577.86 FL \29+10.17 28+40.17 26+30.17 10+36.5 27+70.17 27+00.1t-%. 2580.20 10+36.50 2578.42 2578.70 2578.98 2579.26 2580.10 THE LATEST STORMWATER DESIGN GUIDELINES, STD. DWG #BMP 32. uj x 2578.15 2579.54 2579.82 0 2578.04 2577.88 FL ....... 2577.77 FL < W .......... ........... CONSTRUCT 14' WIDE CONCRETE DRIVEWAY APPROACH, WITH ATTACHED SIDEWALK, PER ACHD .................... co 10+50, (16 7') 10+50, (-16.7') 5 SUPPLEMENT TO ISPWC SD-710B (CONCRETE TO BE 6- THICK). 0 WL- - - - - - - - - - - - - - 2578.31 'GB 2578.31 GB < Qao ............... ............... . INSTALL STREET LIGHT, TYPE 11, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LGT-1. 0 1 10+80, (17.1') Q j 13 6 x j - 10+80, (-17.1') 12 11 10 9 8 uj 00 BLK 7 2578.42 1�___2578.42 7 RETAIN AND PROTECT EXISTING CURB, GUTTER AND SIDEWALK, GRAVEL ROAD, TREES, FENCE, ,� � � c�€ SPRINKLER SYSTEM (PER LANDSCAPE PLANS. IF DISTURBED REBUILD OR REPAIR TO REMOVE & DISPOSE 11f39.39 ........... BLOCK 6 .......... 0 EXISTING 1-5 PIPE. cl 2577.96-� 257Q ORIGINAL CONDITION OR BETTER, REFER TO DEVELOPER. c*4 0 ....................... . ......... 1120 UAiC� EXIST ...2580-` 111-39.99 ........ ....... REMOVE AND DISPOSE OF EXISTING BARRICADES. (BARRICADE CAN BE RE USED IF IT MEETS ............. . ..... .................. MATCHEXIST. ................. ... ........................... ........................................... "NI........................................................................... ...................... ......... ...................... .......... ....... ................... ...........:.:......................... ......... ........... ..................................... ....... ...... X ........................................................... ......... ...................1.11,.......... . ................... 1+40 ............. - - - - - - - - - - - - - ALL CURRENT STANDARDS). BEGIN CURB, GUTTER & SIDEWALK AND/OR PAVEMENT --------- ... ............. ...................... -----------*11-1---------------------------------------------------------------------------------------------------------- 43 ...... . .......... ...................... CONSTRUCTION. MATCH DOSTING ELEVATION UNLESS OTHERWISE SHOWN. F--g- .......... ..........*-,-*....................... ...................... ..... ...................... ...... NI C Nl PAVERS (GRASS) PER NDS TUFFTRACK TT24 OR APPROVED EQUIVALENT. Typ PEDESTRIAN RAMP, PER ACHD SUPPLEMENT TO ISPWC SD-712H, TYPE nH4" AND 5 SkY SEE NOTE 4, THIS SHEET. F 0 I PEDESTRIAN RAMP, PER ACHD SUPPLEMENT TO ISPWC SD-712G, TYPE V AND I PARK SUB. N0- 6 cd I SEE NOTE 4, THIS SHEET. BALD 1 z lII II L_-4 I -FEET, TO MAKE A S z SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2 STRAIGHT EDGE. Of - - - - - - - - - - - - - - - REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER 0 ::=-;J I I � I I \--`--... I I I � i 1 I I I I I DRAINAGE. LLJ - - - - - - - - - - - - - - D LLI j- - - - - - -1- - - - - - - - - - - - - - - -- - - - - - - - - - - - - F_ F- 0 cn ACHD NOTES: U) W WHITE 54NDS DR. 0 z W WHITE SANDS DR. 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM CN 0 DRAIN FACILITIES. I 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN co T- - - - - - - - -- - - - - - - - - --T- - - - - - - - -- FACILITIES AND SHALL NOT BLOCK MAINTENANCE ACCESS TO THE STORM 0 T_ -T- - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - DRAIN FACILITY. LOCATION OF MAILBOX CLUSTERS SHALL BE COORDINATED I T WITH ACHD STAFF. (o 0 0 LL j SCALE 1"=40' STRUCTURAL FILL NOTE: HORIZ IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR z DWG.DATE 06/08/20 ris SHALL STRIP EXISTING GROUND AND BACKAH WITH STRUCTURAL FILL TO A 0 0 MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 w PROJ. NO. 191211 (MODIFIED PROCTOR) IN 1-FOOT MAXIMUM LIFTS. COMPACTION TESTING AND cl a- INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO SHEET 3 OF 13 40 20 0 40 80 120 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. SCALE IN FEET ST- 1 L F I C12 2 J-'06 0 5 25 0 1�j 2- 2581. 82 27 0 2; 4� 22*�J4� 25, 1/� 23-�o� LL Z a /SHEETS/191211-ST.DWG CL cc-OG) E %) W 00 -, .1 9, 8 LIB -r2_L z-} a t 0 E 0 (D WE: :5 A- 5.;tE 5.iV 0=.- ID 0 E STREET NOTES: fJ 0 TO:c> o -301, (D Fg. -Pc 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD 0 174 74.25 &g a 2579.55 SD-303 AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND (D co 2579 28 FZ -------- -- 25 19*95.40 SECTION OR TO USE THE FOLLOWING. PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 MIX, Q, 0 :5�- z r Cp La- = C D THICK, AS •A MINIMUM WITH 4' OF Y� BASE AND 25- OF 6., MINUS PIT - - >, 0 0 40 00 U11LITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT 2579.70 PG 64-28 FIVE INCHES (5 cl a- S! 0 MIX, PG 64-28 FIVE INCHES (5� Q 43 FL -3, 0.50 INCH Qj 2579. RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP < OF Y- BASE AND 25- OF 6- MINUS PIT RUN. COLLECTOR, LOCAL THICK, AS A MINIMUM WITH 4 -4 0- 0 19*80 HP - RE PHASE w 0 C a 017F co i5_1D 0-U-1 2580.00 FUTU t (w) MIX, PG 64-28 THREE COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 2 ...... OF Y- BASE AND 20- OF 6- MINUS PIT RUN. LOCAL 613 1__8..........777777777:�*.... . .............. ND COAST INCHES (3� THICK, AS A MINIMUM WITH 4 - - - - - - - - - - - - - - RESIDENTIAL ROADWAYS SHALL BE SP-3, 0.50 INCH V21 MIX, PG 58-28 TWO AND A HALF INCHES (2.51 THICK, AS A MINIMUM WITH 4- OF -Y4- BASE AND 14- OF 6- MINUS PIT RUN. 2578................. .......... < 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 00 `0 FUTURE PHASE s I I _ /�� . . . . . . COORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO 0 -0 LLva=f.!:; E 39 20 POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE.I / 4 18*37.6J - 'n 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND Lu m 2579.81 L FUTURE PHASE ................. .. . . . EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING CE ---------------- . . . . . . 2579.56 FL > R ��g FT - _�.j o a 0 . . . . . . UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY RY . . . . . . . . 0 0 75i . . . . . . . AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL x 38+58.29 7576.. -800-342-1585 PRIOR TO ANY .................. W O o ..�t 2576.85 38+58.29 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1 *80 H -2579.85 19 P END CONSTRUCTION 2576.85 2580.00 2579 58 FZ EXCAVATION. E 76,94 END CONSTRUCTION FUTURE FEATHER DR.'O- 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ISPWC SD-712A, SD-712H OR SD-712G PER ACHD 0- 0 25 38+58.29 E_G 77-77-77-:-�Fc. EG-EG EG . . . . . . . .. END COMST --------------- . . . . . . . . . . . . . . . . . . . . . . . . . SUPPLEMENT TO ISPWC WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-7112. . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <) 24 2-7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE 'Ed . . . . . ... > 3740 z z E G, MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.- PEDESTRIAN RAMPS MUST MEET o 37+86.79 3, RETAIN & PROTECT EXISTING ®0 5'sw SW THE LATEST ADA AND [CC/ANSI A-I 17.1 REQUIREMENTS. ACHD INSPECTION STAFF WILL BE 2576.57 - - - - - - - :: �!c GRAVEL ROAD, FOR SEWER 2 2576.30 FL MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA & SD MANHOLE ACCESS AND STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER Z m __4 27.2 . . . . . . MAINTENANCE. 2576.59 . . . . . . THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; 4 E 3'35 - 2576.73 2576.32 FL 21 THERE ARE NO "TOLERANCES" ALLOWED. . I . . . ...........* -g:11-k4014 10+36.50 A 50' ,R/W 9 - 38+ 7 11+00 10+76 HP 10+40 . . . .41 . .......... 5. SEE SHEET SD-11 FOR STORM DRAIN DATA AND ELEVATIONS. t g m I r, ,2 0 17.4') . . . . . . 6. CONTRACTOR SHALL REP .72 PQSO 2576.18 (17.1') ADD�hONAL...... LACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS 16.6') 2( TEMPORAY GRAVEL DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE RE-LOCATED PER THE 2576 2 Id 576.62 Typ. N1 DEVELOPER. t"R 37+49.27 AREA FOR ACCESS . ............... I -. _: lz�l- - .3 1 - 2576.42 AND MAINTENANCE TO 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE FL=7E,22 RIGHT-Of-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH SD MANHOLES. FUTUK . . . . . .. RETAIN & PROTE EXISTING PHASE E STRUCTURAL FILLPER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE .9 z + 2576.10 MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS 2 & SD MANHOLE NCCESS AND C1 Z AND A COPY OF THE COMPACTIONS TESTS. 37+50,29 W. SYDNEY ST.- Pi 37-60 A MAINTENANCE. 37+37.27 CL ,.--REMOVE EXIST. FENCE -H L 0.5% A GRAVEL ROAD, R)R SEWER W. SYDNEY ST N2. L .a- ds 2 ..............--------- B2 rN i C P1 ....... Ti . .................... ...................25179... P2 Al ............... STREET KEYNOTE LIST ........ 1-1-40.26 1+00 1 0+76 HP 10+40 2576.21 17.3') -17.0')j (-16.5') INSTALL (14' TOTAL), 5' (PAVED) 576.89 2576.55 ITEA DESCRIPTION 2576.72 2 10+36.50 PATHWAY, 9' GRASS PAVERS (FOR f , 2576.48 SD & SEWER MAINTENANCE). INSTALL 5' WIDE ASPHALT x 9' WIDE GRASS PAVERS (HS-25 TRAFFIC RATED), TOTAL 14' Q` 2576.21 FL -.1 WIDE (AS SHOWN ON PLANS TT24 ENA ) RASS37+15.31 Q'o10- - - - - - - - - - - - - z 3,180 ....................... ... PAVERS PER NDS TUFFCK OR APPROVED EQUIVALENT. SEE DETAIL, SHEET DT-1. 37+13.79 2576-28 --1 6c 2576.28 U 2576.01 FL INSTALL 5' WIDE ASPHALT PATHWAY, REGRADE EXISTING GRAVEL/DIRT ROAD. SEE DETAIL, z Al BLOCK 5 SHEET DT 36+35.98 19 18 2575.96 LP 2577-11 36+45.29,4 . . 17 15 14 13 12 INSTALL TYPE Ili BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A 4 2575.69 FL 2576.00 3 5.98 SIGN STATING THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE Eb Rl 36+35.98 WITH ACHD STAFF. 2575.96 LP a 35+42.23 34+87.89 34+07.89 m s 33+12.89 32+32.89 INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK/PATHWAY PER ACHD SUPPLEMENT TO CIO 2575.69 FIL L 31+50-89 9 2576.45 2576.67 25 30+68.75 0 76.99 33+27.89 29+86.75 � c 35+91.74 577.37 2577.69 2577.75 FL 2578 L15� ISPWC SD-1132A, PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADES SHALL INCLUDE 2577.31 g7�8=61 Lo 2576.19 • A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. 0 m ............ g F' FG= FG= 76.65 L CONSTRUCT 3" CONCRETE ROLLED CURB, GUTTER AND ATTACHED SIDEWALK, PER ACHD • C4 .--7-6.80 cr. SUPPLEMENT TO ISPWC SD-702 & SD-709. (00 C3 C3 P2 10+0 cs C1 U-3 i FL_ CD Lu CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SD-708. 0 W. LORETTA ST. Pi C2 @ - L CJ 00 8c j e R CO2 w 77.78 PI Cj 0 7 INSTALL CURB TRANSITION, VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER, SEE DETAIL, SHEET DT-1. :D "t uj 00 35+66.11 cn :=1 -ft- (n W --, LLJ % 31+96.67 2576-33 Lu 00 C14 F 7 FG FG= / 31+23.67 77.2 V) 35+42.23 2577.84 TRAFFIC CALMING BIORETENTION CURB EXTENSION (34' TOP BACK OF CURB LENGTH): PER 35+00.17 34+25.17 2578.13 FG 33+50.17.................. 32+75.17 10 40 0.17 4 LLJ x 77.; ...... 2576.45 2576.62 2576.92 2577.22 2577.52 2577.57 FL 2577.86 FL \30+5 29+8 THE LATEST STORMWATER DESIGN GUIDELINES, STD. DWG #BMP 32. 76.7 10+36.50 2578 0 d, .42 2578. 10+36.50 "\-2578.15 < 2578.04 C) ck:: 2577.88 FL CONSTRUCT 14' WIDE CONCRETE DRIVEWAY APPROACH, WITH ATTACHED SIDEWALK, PER ACHD 2 co 2577.77 FL cm 0 U5 SUPPLEMENT TO ISPWC SD-710B (CONCRETE TO BE 6- THICK). 10+50, (-16.7') 10+50, (161) < -187% 1.877 2578.31 GB tn:!5; 7 2578.31 GB INSTALL STREET LIGHT, TYPE 11, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LGT-1. oom v 5 4 --------------------- 2 1 ED 10+80, (17.1') 10+80, (-17.1') 13 12 2578.42 RETAIN AND PROTECT EXISTING CURB, GUTTER AND SIDEWALK, GRAVEL ROAD, TREES, FENCE, aft 2578.42 BLOCK 7 SPRINKLER SYSTEM (PER LANDSCAPE PLANS. IF DISTURBED REBUILD OR REPAIR TO REMOVE & DISPOSE CN 2577........ C 11*39.99 ORIGINAL CONDITION ORB REFER TO DEVELOPER. 0 ........... ............. EXISTING 1 2577961 251,79. ......... ............ ................................ 1120 REMOVE AND DISPOSE OF EXISTING BARRICADES. (BARRICADE CAN BE RE-USED IF IT MEETS 11*39.99.. A TCH ....... .... ... ................... ................................................ ............................. .......... ....................... ................................................. ..................... ...................................................................................... ..........................1................................................................................................ ... ....... ................. ........................... .......................................... .... ........ ........................................................................................... ............ ......... ................................................ -.1.......................... %9s ------- :2577:..: .901 ALL CURRENT STANDARDS). BEGIN CURB, GUTTER & SIDEWALK AND/OR PAVEMENT .......... 2,577 ............ .............................. ............ ................ ...........................1. .: 1� ...................................... ....... ... ...2577............................................... ............................. ........ ............ ..... ....................... -I- - - - - - - - - - - , _x_ .............................+ MATCH EXIST" .......................... CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS OTHERWISE SHOWN............ ...................................... .......................... @ ................ rA +40-- 1 A_ v\' PAVERS (GRASS) PER NDS TUFFTRACK TT24 OR APPROVED EQUIVALENT. N 1 INSTALL 12" PIPE Typ- PEDESTRIAN RAMP, PER ACHD SUPPLEMENT TO ISPWC SD-712H, TYPE PH40 AND • WITH A GRATE ON SEE NOTE 4, THIS SHEET. 5�w END. TOP OF GRATE I TO MATCH FINISHED PEDESTRIAN RAMP, PER ACHD SUPPLEMENT TO ISPWC SD-712G, TYPE V AND GRADE 2577.0± pARK I Silt?. NO- 6 1 1 1 0 SEE NOTE 4, THIS SHEET. m z BALDWIN 11K SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2-FEET, TO MAKE A STRAIGHT EDGE. z 7 REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER 0 !ZS CL 0 DRAINAGE. Lit _j - - - - - - - - - - - - - - - - - - - - - Lu - - - - - - - - - - - - - - - - - - - - - - - - - - z F- ACHD NOTES: PZ 0 z W WHITE SANDS DR 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM LIJ DRAIN FACILITIES. 1� 0 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN 00 - - - - - FACILITIES AND SHALL NOT BLOCK MAINTENANCE ACCESS TO THE STORM 9 _F- - - - - - - - - - - - - - - - -F- - - - - - - - -- - - - - - - - -r- I -T DRAIN FACILITY. LOCATION OF MAILBOX CLUSTERS SHALL BE COORDINATED CD WITH ACHD STAFF. 0 0 I I i I i I I I I I I I ! s LL - - - - - - - - - - - STRUCTURAL FILL NOTE _j LU SCALE 1"=40' z > HORIZ IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR DWG.DATE 06/08/20 rls SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO A 0 0 MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 w PROJ. NO. 191211 (MODIFIED PROCTOR) IN 1-FOOT MAXIMUM LIFTS. COMPACTION TESTING AND Q_ INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO CL SHEET 4 OF 13 40 20 0 40 80 120 PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED 2,57 1,B2, _T y FENCE TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. di SCALE IN FEET 0 0 ST-2 LL Z 0 /SHEETS/191211-ST.DWG ..L+ O U 47 L 32+80 32+00 31+20 30+40 29+60 28+80 28+00 27+20 26+40 25+60 24+80 24+00 23+20 22+$0 o c Co- 1 E 25 2 4 � > Q 2592 a _ v � W fj V co O.L.. 6kT iOs V/ 0 = OB ® C C++ N NZ V V Aar= 2588 m Q 2588 <( � a Q-V 0 /A��` L �U,y U QJ•tA ul 00 co C3 00 L0 z O. p + (n + N M N Q �c^l) p N N N N 1 Q IIZ� � 70 am=� E = + i! Q �Lsl •V cam$ _ J CS O o Q Q m o J 2584 � � E, � >� °' 2584 - a Q W L � ID Lh0a I. + N FINISHED BADE AT (MIN.) ®x a APPROX. D(157 GROUND AT — -- - -------- 0.409 -0.67 SX/ST 04omy z n `` -0.62 ® gW Zf y 2580 _ -0 —_ ® — -------- -- — 2580 Ao o w == ® 0 ��c s [VF N� � � va LL — —• � Vl ct o O + N p _-0.407 ---------- -- � 00 �, m v� O N N } O N W N > "_ N O ® O L C'.'• D 2576 OF- 2576 U V .S•V O K /� (/�] t {.pi_ /sr`/F ® G N V c-.S D o` o 2572 0 $=c 2 15'' a c A® c � oa� c Z C � C G ui I s I caI I i I t I OI I � EOBTTemoc scc 2:yo N BRYC CANYON A T. 0 ��/ 25682568 Hc r� L cCo'co.c°.),1 3oau. sQ ,O- u- CUD U Cu-'-, c LC C vc 0 00 co 00 tt t LOp O �- A + O N Mr- 00 00 co Oa0 O W O 00 00 O — � Lr) a � cd L[ 1O to c4 N t3 o CT ) m m �N 00 00 LO 1O LO � 2 Ntf 1O n q N N N N N N N o e._ `oaGN E z 32+80 32+40 32+00 31 +60 31 +20 30+80 30+40 30+00 29+60 29+20 28+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 �S1o1sAL 39+60 39+20 38+40 37+60 36+80 36+00 35+20 34+40 33+60 32+80 32+00 31+20 30+40 29+60 �, �tsT�� y 2592 2592 V4XA, 6 ® � �l Q ' 2588 2588 W • � .J 9 oowo Zo� mQ omo ?o co ® z 2584 co 2584 N M POC3 co + ;® cn a°� 00 cq Co FINISHED GRADE AT II ¢� o o z raa Z 'Id- W o n tCS � N &) ` AP � �J �ZZ S.,PXIT © O W 2580 GRADE TO �` II � 2580 z z W MATCH � � " --® _--- Co � zmw EXISTING ®®--- - --- - — `----- - oe 0.407, -- --- - --- _0.527 -- --- ---- -- --0.40°l0 O 2576 2576 i _ t LE.1 M Q cn0 CO CN 2572 N 2572 ® Q ,x ® ® ® CD N . cKNI , Y PMK AVE. . LORETTA T. ®QM 2568 G 2568 W Li -u�lu3 lu3 L 00 o oQ N® N N to uQ_ Ci9_ 00 LQ N N N LQ 0 W OI� 11 ® K cp � G o- N N N cC„ ns N N C N N � N N N tn tC4 N N �V N N N N N N N ccq N N N N cy N N N N N ti N N N N 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 3 +40 30+00 29+60 12+00 11+20 10+40 9+60 9+60 10+40 11+20 12+00 N 2588 2588 2588 2588 cn K= 18.46 v~i � � pL Qmiz 06 UJ 60° VC g co ems p Q �� 2584 2584 2584 0 r- ^ + ^ + � °Q 2584 w IL PVI STA 10+70 Cl + m 0 0 PVI EL= 2577.21 O r- c a: `� o "' ® � II `�_ w ®® p LQ Po O rN II QJ (� [- co eOtO�i, � � C) n + c 7� J EQ— ¢ I� l y til NLLI �aa E Z .{. ,O Q o I` `-�� + co + L0 O N 3 g rl `n,�' � +,6 w Q o n p N ' FINISHED G E U Q ll v �` ul® '� "' Q it Y AT 40 20 0 40 80 120 D 2580 N � �, tl o _ w-N `� 2580 2580 / 2580 LLI Lu �- Q � z -2 — 95°1. — 0.411% -0.60X -0.75 f ~ M _ •00,� _ SCALE !N FEET U3 ® !-- — —— HORIZONTAL_ SCALE Q fST. _ �. — — _ APPROX. EXIST. Q z 9.30 1.2%E o 2576 — _ .95� �. 2576 257fi GROUND AT �' 2576 4 2 0 4 8 12 00 FINISHED GRADE `2 ® AT co N . BUCKSTONE AV[ N U E SCALE !N FEET VERTICAL SCALE o LL 2572 2572 2572 2572 2 3 o ,� uu SCALE 1"RIZ 1 VERT C7 C9C� � � C.� C� c9 z > HQRdZ VERT . SY D EY S B E ET °m° f'- °N° 0 D1NG.DATE 06/08/20 r!s c� N N N N NLO N PRQJ. NO. 191211 2568 2568 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 SHEET 5 OF 13 o CE-1IN, ns ; ul � � cO mecca NCO t" W N � N � � � � 04 0 0ST-3 LL Z 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 /SFEEETS/191029-ST.D'NG N (4 U) T->+•v x: ® V-051v C m� u ® 6 u- Q �� ® E '0 2 �:50L'a, o �, u v 1 o_'� C U CJ 61 Vu s vvo ; a> s g A, •C C n•'V-'o 0 F�G' va=�, c a Iz E ti T C3 p Q fit�Q O C M Awe 4 S 0:: ® O:5 C_L.; � FUTUREi y PHASE Z C � ® `�yT_U ® (U t®3 STORM DRAIN DATA FOR SD 1 SD _y i PHASE a U- �naO � � FUTU • I � OCt/1 ` Iri � �S�© V�.w � (2)-DI 1 FROM SDMH 4 = o i �- RAISE MW LID TO 1' MINIMUM ABOVE 9- > o Q o z EXISTING GROUND, WITH MARKER (LID ; STA. 36+35.98, 15.68 LT f _ L ., mr O c"iu IV 2-DROP INLETS, DROP INLETS TO BE 1 APART WITH 2 GRATES SDMH WILL BE ADJUSTED TO SW GRADE AL- "WHEN CONSTRUCTED). - - -4"PIR- AND 12 PIPE CONNECTING THEM. ACHD SD-604A, E IV, 1 SUMP CLSTA 37+29.56, 1.50 LT y c o a o _ - GRATE = 2575.69 48 0 STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO o _ou 12" (CONNECTING) INV = 2573.20 ISPWC SD-611 (MODIFIED WITH FLAT LID, IF NEEDED), 2' SUMP a ® U c o" PHASE SDMW #4 = 14" INV OUT = 2573.20(E) RIM = 2576.39 o FUTURE N= 722120.4 FUTURE W. BLUE FEATHER DR. 1.2 £G .EG. . . . . . . . . . EG - .EG. . . EG. 18 INV IN = 2572.95 (S) •> C= c E= 2451169.9 _ _ ._. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0(2) = 0.88 cfs V(2) = 1895 cfs _ _ _ " o- � ,r . . . . . . . . . . . . . . . . . . . . . . . _ (1 ) ( } - OUT 2572.85 (E) _ � � � _" A ..< G. EG EG 8p�•EG EG . . Q(2aa) =23.67ccf$ V(1 a0) =56998ccfs 8 Q as r y RETAIN AND PROTECT 14 WIDE e r MAINTENANCE ROAD, REPAIR AS . . . . . _ „ 3. LF 18 AWWA C-905 PVC 0 0.29% TO SDMH 5 11.6 LF OF 14 AWWA C-905 PVC 0 0.86% TO SDMH 1 ,E� IF NEEDED TO ORIGINAL 4S _ z �Q� - - ® 2 4""PIR '_ CONDITION OR BETTER. :�� '6, -- -- T 2 -DI 2 SDMH Q C E= c _ BLOCK 5 131.0 LF 18' PVC 0 0.00% Jp �G 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO - o=a I > 3 (PERFORATED ALL AROUND STA: 36+35.98, 15.68 RT ISPWC SD-611 (MODIFIED WITH FLAT LID), 2 SUMP �-+ a o y \ ) 21 s0�1�� 3 2-DROP INLETS, DROP INLETS TO BE 1 AP WITH 2 GRATES > " 2 1 II `G ®® N= 722o49.s RIM = 2577.Of (MIN.) o I 1 �� . . . .1 ®® AND 12" PIPE CONNECTING THEM. ACHD SD-604A, TYPE IV, 1° SUMP " s C J " E= 2451198.8 18 INV IN = 2572.35 (W) a 15.2 LF 18 PVC ® 0.00% . . - - - GRATE = 2575.69 v z O 1 f " 18 INV OUT = 2572.25 (NE) c " x 12 (CONNECTING) INV = 2573.20 ®•s L 1 C 9 W x 119 L GRASS z PAVERS, SEE SHEET SDMH 5 �6. . - 14" INV OUT = 2573.20 W 15.2 LF 18" PVC 0.00% TO SB 1A '-� -- g Y SGT 1 RIM= 2577.Ot _ / �� FINISHED GRADE= - ( ) - " _ �t Z ST-2 0 2577.0 MINIMUM 0 2 0.77 cfs V 2 1615 cfs STA=37+23.31 " (MIN.) . -. ��"I" ( ) ( } - - ( } _ - 18 INV AT SB 1A - 2572.25 �RIM= 2576.5 173.4 LF 18 PVC �� 0 a 1 " 1 0(25) = 2.04 cfs V(25) = 4285 cfs W. SYDNEY ST. SDMH4 ® 0.29% (AWWA C-90S) --..- �'S� 131.0 LF 18 PVC 0.00% (TOP HALF PERFORATED) 0(100) - 3.12 cfs v(laa) - 5962 cfs SB1A (SEEPAGE BED) 1®NAL Ile /f :.-: - ' I I 14.6 LF OF 14 AWWA C-905 PVC ® 0.68% TO SDMH #1 137 L, 33 W, 4.3 D TOP OF BED (ROCK)= 2575.5 RIM=2576 39 + -- 8"S '®/ S9 70M SDI BOTTOM OF BED (ROCK)= 2571.2 cl r�® -.x., - -.._,F.e :- . FUTURE PHASE 90. - CLSTA 36+35.98, 1.50' LT 131 LF 18 PVC (PERFORATED ALL AROUND) 0 S=0.0% ® 144 Fel pi 11 C ---_-- 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO 2.3 LF 18 AWWA a: 90, n ----- PERCOLATION RATE = 8"/HR s'A C-905 PVC ® 2.17% t 121.0 LF 18 PVC 0 0.00% ._ e_ e_ _ _ (TOP HALF PERFORATED) 4"Pi 4"PIR - RIM We 2576 01 (MODIFIED WITH FLAT LID), 2 SUMP GROUNDWATER= 2568.1t �1�� O�V�� 8 � SDMH „ 131' " 14" INV IN = 2573.10 (w) (SEE SHEET DT-2 FOR SEEPAGE B@ DETAILS) STA=37+23.31 0 12.2 LF 18 PVC 0 0.00% RIM= 2576.36 ® 10.0 LF 18" PVC 0.00% 14" INV IN = 2573.10 (E) FINISHED GRADE= SDMH #3 18" INV OUT = 2572.80 (N) o g O v 10 " 24.5 LF 12" PVC 0.41% i RIM= 2577.Ot (MEIN.) " a o s - ¢ a (AWWA C-900) 2577.0 (MINIMUM) 83.3 LF 18 AWWA C-905 PVC 0 0.307 TO SDMH #2 z o � Zo = 11.6 LF 14° PVC ® 0.86% u SDMw2 SDMH #2 g m AWWA C-905 SDMW1 SS N= 721970.7 VI7.5 LF 18" PVC 0.00% t ( ) - N= 721922.9 E= 2451061.3 g; CLSTA 37+23.31, 1.50' LT o 3 > < Jw� Go E= 2450915.2 `*{ 48 0 STORM DRAIN MANHOLE, Z o } z (2)-DI �1 " ACHD SUPPLEMENT TO N 2 DI [M ISPWC SD-611 (MODIFIED WITH FLAT LID), 2' SUMP o o 0 STA= 36+35.98 90' ( A= 62 5. 8 f 9 18 17 16C 15 14 ) GRATE= 2575.69 ST 3 +3 9 RIM = 2576.36 NBC= 2575.96 GRATE= 2575.69 BLOCK 5 18" INV IN = 2572.55 (S) - `TBC= 2575.96 SDMH #1 12" INV OUT = 2572.45 (E) a z a C y W C U STA=36+35.98 14.6 LF 14" PVC 0 0.687 18" INV OUT = 2573.00 (N) o Z m m 9 RIM= 2576.01 �(AWWA C-905) 2 o \ 24.5 LF 12" AWWA C-900 PVC 0 0.417. TO SGT #1 - Z 18 2 7 TO SDMH \ 8"W ® � :8"W9 s - SGT1 a - - 8°S W. LORETTA ST. CLSTA 37+23.3f, 26.3° RT � o Q 8"S 1000-GAL. SAND & GREASE TRAP (TRAFFIC RATED), ui SC RIM (W) = 2576.5t MATCH SIDEWALK ® 0.,o a. M s s a t 12" INV IN - 2572.35 (w) as 1 a TOP OF BAFFLE OUT = 2572.25 °® a 18" INV OUT = 2571.50 (E) c uj o U2 10.0 LF 18 PVC ® 0.00% TO SB #1 200 18" INV AT SB #1 = 2571.50 0 7 6 5 4 3 2 1 _2 �� SB #1 (SEEPAGE BED) can ® A 4.3'D I 131'L, 6'w, BLOCK 7 TOP OF BED (ROCK)= 2575.5 BOTTOM OF BED (ROCK)= 2571.2 121 LF 18" PVC (TOP-HALF PERFORATED) S=0.0% ® 0 PERCOLATION RATE = 8"/HR GROUNDWATER= 2568.1 (SEE SHEET DT-2 FOR SEEPAGE B@ DETAILS) 40 20 0 40 80 120 17.5 LF 18" PVC 0 0.007. TO SDMH #3 N SDMH 3 0 SCALE IN FEET 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO c < ISPWC SO-611 (MODIFIED WITH FLAT LID), 2' SUMP RIM = 2577.0t (MIN.) m 18" INV IN = 2571.50 (W) � � � 18" INV OUT = 2571.50 (NE) 12.2 LF 18" PVC 0 0.007. TO SB 1A (S PIPE) _ o MONITORING WELLS 18" INV AT SB#IA = 2571.50 z CONTROL POINTS NORTHING EASTING 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. SB #lA (SEEPAGE BED) �I z S , SECTION 25 722,994.2 2,452,101.1 137'L, 33'W, 4.3'D F � z 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. TOP OF BED (ROCK) 2575.5 I�■■ z cr W SECTION 25 723,008.0 2,450,760.7 BOTTOM OF BED (ROCK)= 2571.2 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION 131 LF 18 PVC (TOP-HALF PERFORATED) 0 S=0.0%MONITORING WELLS SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF PERCOLATION RATE = 8"/HR N 0LLJ THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. MW= MONITORING WELL PER ACHD SUPPLEMENTAL GROUNDWATER= 2568.1 co 0 STANDARD DRAWING SD-627. 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. (SEE SHEETDT-2 FOR SEEPAGE BED DETAILS) co 00 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5 OF COVER. 6. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. 1"=40' � � SCALE HOW7. USE FLOWABLE FILL TO ACHIEVE COMPACTION WHERE NEEDED. z 0 0 DWG.DATE 06/08/20 ris PROS}. NO. 191211 cl a- co n SHEET 6 OF 13 0 0 �- SD- 1 /S6-tEETS/191211-SD.DWG •� I � I � I � I � F_ � EXIST. ssMH WC s 11 O a.+"V.a U5 \ v � / 40 20 0 40 80 120 I I I I -coa 0- C O`� `� FUTURE PHASEEn iL \� ®��6 ,,, FUTURE PHASE / s� / \ : . SCALE IN FEET U 0 . . \. HORIZONTAL SCALE �' (D a,�-4 Q " o I. r I FUTURE SSVC / / �' s� � 2 '� _ 5- q- UTURE PHASE { < / ` �' v E Y I I I SSMH 27 o F �-- I 4 2 0 4 8 12 Q a c _ - - - - - - - - -� - - STA=11+46.00 �z B2 TEl � \ � - - -4'PIR- tea'-/ . . . . . � SC-- 11+27 ° - - - - - - / I C `� .. E o _ 15 s �`y [ ICI /� o �- ' EG- �/ \ SCALE IN FEET .Q ® E 9 C3 ��' - - N3 SI=ca SL=Z57f.9 8'°W g"W - / VERTICAL SCALE � � s� ` _ - _ 4"PIR - EG g w v C EXIST SSMH WC3 . - . . . . ._. _. - - - . . . . . . . . . . . . . . . MIX o os QLu m ------- I ,,, N6 __ BnS�. ._ .7=.. ._ 1 PI 00 N2 - EG. - E . �. _�-EG-. EG I. C C+ N V- EXIST w _z 2 SC= 10+76 J �_.20 aQ LL ' v E.®SL= 34' SI= 2571.7 Q��S ®21 o 5' ! EX/ST. SSMH WC 2 G / 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE uj 5 1f s. SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL , s ` `� - N3 SC= 10+43 I ADJUST RIM AS NEEDED - I I ® I- o t.s Q _ DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES V c o o Q SL- 46' I BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL 1ST. P' 1 C N5 W8 H._______- m SI= 2571.E �6. . �Q 5 LLZ Eoao� ` ° RESPONSIBILITYFOR ANY AND ALL DAMAGES CAUSED BY HIS o o ; ; =SSMH G PI S. . ..__. FUTURE PHASE ROc� 8„� 81N � � i FAILURE TO EXACTLY LOGATE AND PRESERVE ANY AND ALL Q V �•. _UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER ISSTA=M 152 LF 12 LF4= 1-800-342-1585.W SYDNEY ST. / :::::..::-W. SYDNEY ST. g90 a 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND o C c v 8 v --- -8 PVC 8 PVC - 4 -" -U"S� �' � .- --- I C c V as 90° N2 WS _ 2 8 I WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR C E L(y ' M FINISHED SI OR NEW FINISHED STREET D °'I I METERS O NDEWALK A -- -- - - - - - �❑ - ¢ ---- ELEVATIONS EVEN IF NOT SHOWN. z° pi L/1ISA. SSUH WC / _ J I N2 PI ® o - _ - PI a �� P7 �. I �"�I O "v -w® a c s ° 3. CONTRACTOR SHALL FIELD VERIFY THAT ALL SERVICES ARE � - � 4"PIR 4"PIR - ��--- - ,- - - EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE (/ [� ��p.��}}/ppg ---� - - CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY ®�\ I STA-10*00.00 1 Y -�.t PI PI PI:�' PI PI "PIR - STA=IO+OD DD ' W 8 PI PI - -4 PIR- N i ��„ `<w PI MISSING SERVICES AS NEEDED. o V ---- ( SC= f 0+60 a 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. �"✓ ® E 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO N- 10 SL= 34' co I BLOCK 5 2 y SI= 257f.f 5' 10.5 0 19 PROPERTY LINE (EXCEPT WHERE SHOWN), IN ACCORDANCE WITH CA n o� w w , I �' - 4.5' 18 17 16C 15 14 13 THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC o = � ® ' I I 12 11 6. ALL WATER WORKS MAINSSHALL HAVE 4 FEET OF COVER. WATER MAIN 4. - N3 " f_ �' a C4 ^ Q, ,�, SHALL BE LOWERED AS NEEDED TO AVOID SANITARY SEWER, �T o N2 r N j t+p71� }- h N CV sF N a[3 ® op 1®1�AL I ° �.� Te ,+,z in►� +_ +_ ,_ ,,, STORM DRAIN AND GRAVITY IRRIGATION MAINS, AND SERVICES. I I PI SSMH ZO E3 1 TB ii II It ° II EI TB a II N <: `v TB N '�, �" 4 I to�'s v� vUi e�i v> v--o J 11 II !! !I !1 !! � STA=f f+26.00 o H en cn cn v�cn CIO, If in rn cvii v�i vs c� It U tI I - - - - - - - - - - - - - �u NNcn r _ VE 9 SC SL=1 29 9 24° ��m- � 1 1 T7 V8 cJi?,I I ' / I SI= 2571.1 \ G, E3 WS / EXTEND PIGTAIL A MINIMUM - W8 S W8 MATERIALS l ' OF �G► - - - - OF 10' INTO LOT 7, MARK N3 1 ° .W6 1 0 1 _e 1 1 �1�'FiP` ST OF / END OF PIGTAIL. MIN. 8'11Y = s . -_°_- 7. �!} 145 LF 12+00 N3 0 - N3 258 LF 6 S�V 81K \ P - 13+0 N3 o A8 ADAPTER 8", m o ¢ = g ' FLG. X MJ r r 8� r -14+00 - 179°SIN N3 15+00- 16+00- - N3 17+0o N3 246 LF 180°- 2 BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN a - - - - - - - N3 8lS - - 18+00 w _ i/\ 8C W. LORETTA ST. 62 's s - z a._ j. ._. . ,. . � 3, INCLUDING 8 VALVE o m g N o �o sa s ELBOW, 11 / MJ X FLG g J w w to N2 a s. E3 W, 80, -1 C . � � ® w SL= 108' �, ° / S Lu ® ELBOW, 8®, 22-'/2 MJ x FLG. J j o A t� f1 q ��g .p Q 4 \\ SI=2572.E �e��` � SSMH 22 \ 12.° 18 ELBOW, 8 , 22-1/L, M 0 0 0 o Z J z o w (2% SLOPE) si sp- en ¢ T7 2� ELBOW 8' 45 MJ X FLG. _ - w \ % ��.h1 a, Cq <o ,� STA--14+60.00 W6 V) =o w� o ��'' ®`L �- t� cq {-'`� +"� '"'''"' � �^.� I a V6 _®en tlRE HYDRANT ASSEMBLY COMPLETE PER CITY OF MERIDIAN o z z z w 5� ;� III N M r tl �i a �-'�n + \ J r r II Z 1M9 M M2 M Ii II H �- SUPPLEMENTAL STANDARD DWG. W7 w SSMH 21 EXTEND PIGTAIL II n "' II n �' u c i I `�' .-1 °� ' ®® N Sn -� -�N u"' N Q 11 1� '� �- w s !n U gn c� it II TB fn cn cr N z J o STA=11+78.00 b3 v, Y II II It II II to o A MINIMUM OF v� U �, v N AGENCY HAS CLOSED ALL NECESSARY VALVES THE CONTRACTOR = w Z O 10' INTO LOT m TEl v, N N1 SHALL REMOVE EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING WATER MAIN TO COMPLETE THE INTERCONNECTION AS SHOWN 7 6 6, MARK END 5 4 3 2 1 z SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET o OF PIGTAIL. N2 a \ � BLOCK 7 W8 13 12 11 @ (ADJUST WATER MAIN AS NEEDED TO MAINTAIN MIN. SEPARATION). \ h RETAIN & PROTECT EXIST. REMOVE & DISPOSE N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. a� 93 SANITARY SEWER CLEAN-OUT, ) EXIST. PIPE m PI PI PI PI ADJUST RIM AS NEEDED. ° N2 RETAIN & PROTECT EXISTING SINGLE OR DOUBLE (AS SHOWN ON PLANS) ------ - ---'? � 6"PIR 6"PIR PI PI PI ems__ N4 METERED SERVICE CONNECTION, PER CITY OF MERIDIAN SUPPLEMENTAL. ® _00 N - -�- - - - - - - - - - - - - - - �., - _ �� _ 6"PIR 6"PIR --- --- PI PI RAISE METER LID TO MATCH SIDEWALK ELEV. CONTRACTOR SHAL.. ENSURE � - I I ��}" -I - - �---- _. - - _ _ -` - 6"PIR THAT EACH LOT HAS A WATER SERVICE. w � tsr x - •--I - - - � � cr i I I I I I DEFLECT PIPE PER ONE-HALF MANUFACTURES I- _ Cl SEE SHEET S-2 1 SPECIFICATIONS AND RECOMMENDATIONS. Q 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 N6 D WATER PIGTAIL 5 PAST PRESSURE IRRIGATION E z [ 2588 2588 2588 2588 ¢S P5 TEE, ®o � TEE, 8' X 8' X 80, ALL FLG. w o P.C.C. THRUST BLOCK PER WATER NOTE 1 (ON TITLE SHEET), (AS REQUIRED, ,� ~ EVEN IF NOT SHOWN), & PER ISPWC STANDARD DWG. SD-403. N c 2584 - 2584 2584 J ui s o v � v 2584 vs VALVE, s GATE, FLG. X MJ a. ^ ^ O n � ��/g VALVE, 8' GATE, FLG. X MJ e® u' ( {dam' rl `n co (,`wn`C) + W6 WATER MAIN 6' PVC C-900 '® it - J [e�.^ .y\ P� i Y p 8 FINISHED G E z IV N 3 � ``'D L Co W ca I� s R� CN L1.� AT SEW c td +co o N g��J n�N c 0 ��. N W8 WATER MAIN, 8 PVC, C-900 p J h a �'� >' -� c vs c tl O c�! + o o6 + S 1 SINGLE WATER SERVICE CONNECTION WITH 3/4 METER AND 3/4LL 2580 Q ® II _1 2580 2580 O 4 {[ O r` e- r C _ v A AgPPROW T Q z _ � „ ^ v [, C14o Fl (SHED GRADE PROX EXIST. ¢ 2580 METERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG. W1 1 � GROUND AT S ER 11 m ¢� $� [[ c,, y I,I ® o AT SEWER GR UND AT SEWER �°' �' t DOUBLE WATER SERVICE CONNECTION WITH 3/4 METER AND 3/4- 0 cn °�� e L P[ _ S a g= g¢ '• ¢ - -_e o --- ---- ---- ---- -- METER SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG. W1 ¢ --- - _'- - - - --- - --- - uNi °��Inv? can ----- -- - - _ - m ^ 2576 FINISHED 2576 2576 2576 Z w ► Q > I I GRADE I I ® �T� Y 1 AT SEWER ` I�4 I�Lj CO CTOR SHALL VERIFY `��/ I CONTRA OR SHALL VERI [� z :!s < I I N2 H RIZONTAL & GAL \ I I HORIZO AL & VINTICAL CL 2572 Loc oNTOF EXISTIN SEWER 2572 2572 LocAnoN F EXISTING 2572 UJ I I OR O CONTRR ON. I I PRIOR CONSTRUCTION, LLl z I I CO CTOR SHALL OTIFY I I CONTRAC OR SHALL NOTI a H Y I OF EXISTIDA ACE I I ENGINEER OSTING D VARIANCE fl 278.0 LF g (n ® m z ENGINEER OF ANY ANY 356.0 LF 8 PVC 0.507 >] II II I I I I 48.0 LF 8 PVC ® 0.50� 7 256 8' PVC 0.50� o U) 0 z Y 142.0 LF 2568 2568 ® 1.46% ^^ 2568 00 E"� o` I I 8" PVC 0.60% P�tc I I I 122.0 LE 8 !•y 3 p Lt1 � v I.i�s ^I� $ �� c I ILu I I�� z 0 n I� o� ai p vv� LJ -.4- to Nf\ � Nc�e! t 2564 � 2564 2564 � ![ 2564 I �[ �H ui ® `l' cc%j w tc) `�` n Q ® > ,� j SCALE 1 wor 0 f vER 4 � 5 z h �75n h h II tI I O z o co 0 DtNG.DATE 06/08`°20 rIs NNNN � ® 9 > > Q a oo 2560 2560 2560 Z - z 2560 C PROJ. NO. 191211 ® _ � ®o � zititm °� � °° SHEET 7 OF 13 it co ctl� 4 00 N. McKINI-LTPAK AVNUE . LORA SREETN. MC INLEY PARK VENUE S. 1® 2556 2556 2556 2556 v' Z a 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 /SHEETS/191211-SS.DWG ID WING lim - - - -4"PIR- / V /� °� � -- -- --t' ` I I �! BlR4 �Yl�/G OR 8 Pvc 8 Pvc ® mw £G. EG. . . . . EG EG �� r!. �� E . . . . . . = . �/ EXIST. 55UH WC 9 I e NOTES j o c a a EG EG EC / EX/ST. SSMH WC 6 I . — s -" EXIST. SSUH WC 8 I I � Q 1 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE ® f= WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING v a y EXIST. SSUH WC 4 ! I { = UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY Q — — --� — - , I EXIST. SSUH WC 7 Q� I EXIS PHASTINGE I I I FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND �' _ o o c } v O Q p I I I I I � � � � I I I I PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS I I I I 1 1 I 1-800-342-1585. I I J L 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS SEWER AND WATER SERVICES AND v ® �©� _�__ BLOCK 6 �� - EXISNG PHASE I I ( ' i .: et; L10 I I I "�I I I EXIST. 1 I MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW 12 E L I I I EXIST. 3 ®y >_ I BLOCK 5 I `�, __ _ WSUC WSvC I FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. � �,�, ® a o a c Q l� - - - - - - - - - - - - - ( 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR )0 o 2 m 5 I p r-' - --4'PIR- ;75!; - - - - -I TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY FUTURE PHASE I 4 p 3 I I - - - - - - - - -4"PIR- - - ® y �:9 I MISSING SERVICES AS NEEDED. _ - °' Li 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. ®s 3 I I { I I 'r' I `` z I I 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY LINE W Z =�o v , p I { I 6 SC= 23+47 I N5 I (EXCEPT WHERE SHOWN), IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN o o=j SL= 34' SC= 23+47 I I STANDARDS FOR PUBLIC WORKS CONSTRUCTION. �- F- o v E;an U o C-in S I I SI=257fi.4 SL= 43' 2 p 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. WATER MAIN SHALL BE LOWERED AS n (� �, v Q I I SI=2576.5 ME NEEDED TO AVOID SANITARY SEWER, STORM DRAIN AND GRAVITY IRRIGATION MAINS, AND w 2� - o- - I i p -SSMH 26 0 ' " ` I SERVICES. > w a R_� �; 9TM _ _ v PI — PI I `Pl — lP, l lP, — I I I STA-23+47.00 �., O° - - - - - - - - - - - - -- I ® E- o�- o y 2 .+.� 7 Y (P� lP� U LL o o y Q o Q PI PI PI PI — — — — — Pt`--1P1- — — — i -1 — —(P�' _ — �------ -�P\ m n &o 5 �- 4"PIR - -4„PIR- - - -,pLrP� - - - _r- -r I I .�, ® s v Js PI -4"PIR a. Z o ® 6� A " z ` PI I I WATER LIST OF MATERIALS BLOCK 5 o V; N $ Q ®° I AD , $`, FLG. X MJ s g ® O 3 O•'C N3 1. SC-- 22+81 v Q� I 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN ®Q g 14 13 12 11 10 9 8 7 SL= 45 3 0 I 82 " � �® v- J SUPPLEMENT STANDARD DWG. W13, INCLUDING 8 VALVE >2 c A p SI= 2576.0 ' I Z Q >'s a as N at) SSMH 25 ,� I E3 ELBOW, 8 11-1/4, MJ X FLG. + � { ,,� N ® co o�'o `�' oq STA=22+35.00 " @ o=s K dN A.) � e ,�� '- n {-_ ari 5' 10.5 - - - - - - - - - - - - - - a oLor- + +- + ELBOW $ 22-1/7 MJ X FLG. I""I o -al It 11 It A II 11 N "' N r N N.a c� n I I ® ELBOW 8" 22-1/2` MJ cvia f i�rl 8 v�i yr tl It II v� ti TB G� �i�t 11 I! It 0 6 0 O.N` � N V8 t°i�3 to cn en cn en to cn GN3 — 11 II 11 N H N N t�ii t�i cn �, , ( ELBOW, 8 45`, MJ X FLG. c c V8 V- _ V- v -Vg�C-w 2f,o c f— V�.G® V C N o Ff. C V6 N3 1 TB I FIRE HYDRANT ASSEMBLY, COMPLETE PER CITY OF MERIDIAN W8 I o �g �_ 26 1 I SUPPLEMENTAL STANDARD DWG. W7 _ 1 � � a � o .. W8 I AG GY HAS G C VAL C TOR = N E F < - - W8 S EN LOSED ALL NEE VES THE ONTRAC 27 4 s �c �s a: c $ z W _ i N1 SHALL REMOVE EXISTING BLOW OFF ASSEMBLY AND CONNECT TO N2 / SL- 49 I EXISTING WATER MAIN TO COMPLETE THE INTERCONNECTION AS SHOWN 1 N3 N3 246 LF 8�V 8"W 5 S SI= 2575.7 I N2 SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET ®ppL 16+00— - »+ao N3 N3 N3 W. LORETTA ST. 349 LF � - - i8+00 180° 19+00 TT N3 —20+00 - - �LilN. N3 �� - - - - - - - - - - - - - (ADJUST WATER MAIN AS NEEDED TO MAINTAIN MIN. SEPARATION). 5S 21+00- lF �, viSTQ� ly N2 8.$ 121° `b W6 T7 V6 H TB TB PI ; N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET.RETAIN O'� q�' ® . 1. -. TB I METERED SERVICE PROTECT ON, PEERR CITY OFBLE (AS MMERIID SUPPLEMENTAL . a .a I P' N4 RAISE METER LID TO MATCH SIDEWALK ELEV. CONTRACTOR SHALL ENSURE tA I1 S SC-- 21+74 I THAT EACH LOT HAS A WATER SERVICE. ��. ?' 0 1 W6 T7 SSMH 23 SSMH 24 SL 43' I N5 DEFLECT PIPE PER ONE-HALF MANUFACTURES ��'llt B�go� ®� V6 rrs, STA=18+20.00 SI= 2575.4 @ SPECIFICATIONS AND RECOMMENDATIONS. +"' w $ ;n �; `® o�, ®o u•- �y STA=21+fi6.00 I �. 11 Men co�K? �� Msf co in pfi� O �P N ' ' r wa It +e3 I I �a �- !� + r� 00 an Q oo + + ra C eci I N6 EXTEND WATER PIGTAIL 5 PAST PRESSURE IRRIGATION H �N ��N JN r IIN NJ to C r- � + � mxN 11 it TB N to -� NJ NJN N IIC 11 � - - - - - - - - - - - - - - " " oz - va l "' ® TEE, 8 X 8 X 6 , MJ X MJ X FLG.U N 1 If It II 11 11 11 � 11 ttN cn �� NON 5 oow � � to �U TB eTi C� c� 09 N II 11 . m �3 1°' ii 6n N N I 2 TEE, 8' X 8' X 8', ALL FLG. Z " o w J 1 rn P.C.C. THRUST BLOCK PER WATER NOTE 1 (ON TITLE SHEET), (AS REQUIRED, o EVEN IF NOT SHOWN), & PER ISPWC STANDARD DWG. SD-403.W8 13 12 tt 10 9 8 N ¢ zo2 RETAIN & PROTECT EXIST. 7 6 I V6 VALVE, 6' GATE, FLG. X MJ Z o z SANITARY SEWER CLEAN-OUT ( REMOVE & DISPOSE I 0 - ¢ w z �s � 0 ' EXIST. PIPE BLOCK 6 I I ® VALVE, 8' GATE, FLG. X MJ w PI ADJUST RIM AS NEEDED. I I W6 WATER MA[N, 6' PVC, C-900 o w N Z O U �6"PIR --- -- -- PI PI PI PI PI PI I - - - 6"PIR 6»PIR PI PI W$ WATER MAIN, 8 PVC, G-900 cn W lr K . - - 6'PIR - a I Nl I -1 - - �-1 - - - - -j---- - ----r - - - ._ _6»PI�� _ - - - - - - - - - - - - - t' SINGLE WATER SERVICE CONNECTION WITH 3/4" METER AND 3/4" N Z ® ® o METER SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG. W1 � woZ � a II I I I I I 6 I I I I I 1" DOUBLE WATER SERVICE CONNECTION WITH 3/4" METER AND 3/4" I I I I I I I I PARK SUB ko. I I ® METER S PER CTTY OF MERIDIAN SUPPLEMENTAL DWG. W1 i t 3 11 I I I I i BALDWIN I I I I I I ®Q uj W U `� '► cn 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 co 2592 r 2592 Q 00 LLI x / m �� C> 4j) `` O/1` `� li- - - - - - - - �EXlsr. 2588 2588 �I� t om F.H. ouj� r � o bt! IYH/TE SANDS DR Lu ® o �I�C�j su Lo ® C wNq� o�M +co c II +N W ® t + It 2584 2584 -N®� ±� N a 11 s N APPROX. /ST. FINISHED GRADE N g N tt + v�,co` GROUNO AlSEWER AT S ERC14 c;, V) x M� ® (n' Go va cnv, Lu 2580 � � ---- ---- ---- - - ---- - - ---------- 2580 [.■ I-1- � � � z � ® � ® N2 { Z 2576 2576 � � Q U 108.0 LF Z LLI 40 20 0 40 80 120 p 65.0 LF 8" I�VC o 0.757 Q Q o Z N2 r� 342.0 LF 8 PVC 0.507 �.. SCALE IN FEET 4 8° PVC 0 0.507- _ U !- IZ HORIZONTAL_ SCALE 2572 "' M 2572 � � r � 356.0 LF 8" PVC ® 0.50% In � I oq c {- t.+•1 4 2 0 4 8 12 �z �, � � ® Q ------------- N LLjul I\ � O (n C Q u u C� tL'S CV tt ``! VERTICAL FEET SCALE 2568 N 4 � 2568 � E"� r o In � � 11 O � zs t MIN O > - : I" JD 3 °0 o p W o o® I t LL C!3 2564 - 2564 a 0D LlJ SCALE 1'I=40'ORIZ 1 = ' Z 00 DWG.DATE 06/08/20 rfs w PROJ. NO. 191211 2560 2560 0 a- a- SHEET 8 OF 13 m Q W. LORETTA STREET Ll BRYCE AY ? AVENUE 0 0 S-2 2556 2556 Lz Z 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 /SHEETS/191211-SS.DWG 6) m � A— s c 0 c 42 0 a® W Q ® >`� EL V, 00 a > �� ,PS '02 m Cw" A /�� a cn d W -w,A N U C O ® E I` ar Sc-cc "I vR o I il I \ -- - \ Tu . I I I --I w E I �I'Ol . 1J cp� ...................... .. - - - - - - - - - - - - ` X�n Q �\ , �o. AN - _-Q�_ N vN 14 r I T iL m� e ® ate �� y� a�� z z - - ` Ii � ova .�(,SC 2582... ..... . / NOTE C13 tti �jT1 C O'� 0 IL-1 y O -- — —• O a FUTUF�E P q :: - - - - - CONTRACTOR s y > •� / �\ - -- ► I ` I �- s _�J 1. THE CO CTOR SHALL DETERMINE THE EXACT LOCATION OF ALL W � \ �\ t _ I \ • : ems_ ace / EXISTING UTILITIES R GO WORK. CONTRACTOR — a� =sue EX E BEFORE COMMENCING OR THE ONTRA I �� a, i� e : -8"lN- w w w— ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES O v .o O . " _ _ _ ( I �� W BIRD WING Dh' - - - - �- - - 41 - (PI21 -W BIRDCAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ov5�NWING DR. - F-4"PIR-- � / \ ( I�-'` --- _�- }- W. B/RUB W/NG OR. 8 Pvc e PVC AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL D!G LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION.- - 2. CONTRACTOR SHALL RETAIN AND PRO = Ks - ______ _= EVEN !F NOT SHOWN. TECT ALL EXISTING UTIt1TIES.FUTURE STREET / I ` �- s I �. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING 8"S< rM NSTRUGT{ON CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES o � -0I I I I I �ai4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN IXISnNG s ; a 5'f PRESSURE IRRIGATION SERVICE. CO CTOR SHALL INSTALL A o s -rXfSTING -►I ( - o o o7SERVICE TO EVERY LOT AS NEEDED.5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINESWITHIN SUBDIVISION.p BLOCK 6 w I 6. SEE SHEET PIRR-3 FOR DETAILS AND NOTES.E,YIsnNG PHASE 4 � 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED AND I+AAINTAINED BYI - 2amBLOCK N4 ITHE HOA. THE BACK-UP SOURCE IS A 4 CONNECTION TO E - - - -- - —_i. I MERIDIAN CITY PATER (CONSTRUCTED AS A PART OF WHITECLIFFE i F-I - - —4PdR- - - - — — — — - -I FUTURE= PHASE I.-- 4.. I 3 2 �T EXISTING -�,� 4"PIR I ESTATES SUBDIVISION NO. 1). REMOVE & RELOCATE i SERVICE, RETAIN I I N4 s N2 I 1014AL CV I & PROTECT 1 SERVICE, MARK EXISTING I I ( �5s�tsT �'G'r� SERVICE. ADJUST VALVE RISER AS NEEDED I I N1 P ® I I (ONLY 1 SERVICE PER LOT REQUIRED) I (7 N3 Lo I �s S1 I I I I o cYi 2 I P6 I V N4 I N4 I I N4 6 m `�� cv 2579 - I (Y ► I S1 I PRESSURE — — — — — — — — — — — — — P RE LEEN� 4t - - - - -- -�I - t -4"PIR- - - -rPUPi— - - - L —, - - T -- - �, "- EXISTING �-- — 4°PIR— =. --(?� (Pti- — — — — — — ---_ _�P, ° z -4°PIR-- - - EXISTING PRESSURE IRRIGATION LINE P4 ins — — — ... . ...... ........... --- EXISTING o :: I S1 N2 S1 N3 St N3 N3 N3 a I ® o 0 200 LF o St _- � � I �4 CONSTRUCT PRESSURE IRRIGATION LINE & SERVICES o 9 w o REMOVE & RELOCATE 1 SERVICE, RETAIN cD 5' O omo �o & PROTECT 1 SERVICE, MARK EXISTING °0 1. Y p�0 I ► CONCRETE THRUST BLOCK =w ® Z SERVICE. ADJUST VALVE RISER AS NEEDED z o 3 G�' �J E w Z J W BLOCK 5 Z 6 Z (ONLY 1 SERVICE PER LOT REQUIRED) m ® VALVE a ;4I I oz000 14 13 12 11 ° � - - - - - - - - - - - - 10 g 8 7 - --� - - SLOPE PIPE TO DRAIN W { Z W In 1p11 I z c W Z p Z ®-- N LINE DRAIN z ai z z W W oz m . . _ < J. s 1 - ® �} CP YY 8 s n W. LORETTA ST. 8 - — — — — — — — — — — — — — PRESSURE IRRIGATION MATERIALS LIST00 n 8 S g°S S1 I C4 PLUG OR CAP, 4p 00 o b - ° . •� _ I C6 PLUG OR GAP � �� e I D PRESSURE IRRIGATION MAIN LINE DRAIN !•� a St j I El ELBOW, 4". 22-1/27 0 a T I E1 ELBOW, 4", 9T ELBOW, — Q n , — . .. BLOCK 6 = � � P 6 cn I 16 DEFLECT PIPEPER MANUFACTURERSSPECIFICATIONSof E 13 : : t2 1.T 1® 9 8 7 - 00 - - - - - - - - - - - - - � Nt AND RECOMMENDATIONS � Z � cv 1 I AGENCY HAS CLOSED EXISTING VALVE, REMOVE EXISTING c c N2 PLUG/CAP, THRUST BLOCK AND COMPLETE CONNECTION TO ® a- - I I EXISTING PRESSURE IRRIGATION MAIN. _.....-2579 .... _ N,� - . VERIFY EXISTING PRESSURE IRRIGATION SERVICE IS INSTALLED a W S1 S1 I SERVICE D/ORRMAR ER AS NEEDED. ADJUST VALVE IF NOT ND INSTALL RISER TOrA V6 N4 P6 V6 P6 S1 S1 St S1 - 258t7 ....... S1 S1 GRADE AS NEED®. P6 I FINISHED T. - - ;` 2578 - - R .. - . ?t 9 if -- . I N4 RETAIN AND PROTECT - - -- -X 50 LF SLV ...... .......... . . ............ ... ..... _--- .. .. III — — — — — — — — — P4 PRESSURE IRRIGATION MAIN, 4 PVC, CL-200 • P6 PRESSURE IRRIGATION MAIN, 6 PVC, CL-200 !� > � I I I 11 I I I I I I I I I I I TB I St PRESSURE IRRIGATION SERVICE, 1® (f= I I I I I I I I I I I S2 PRESSURE IRRIGATION SERVICE, 28 0 I I I I I 6 SL4 PRESSURE IRRIGATION SLEEVE, 8" AWWA, GL 900 Z 11�4 g- I I I SUB' N®° I i I I I SL5 PRESSURE IRRIGATION SLEEVE, 12" AWWA, CL-900 _ � Q I a I I ' I I I I Wlf�I PARK I I I I I T5 4° x TEE, 4 X 4 � T7 TEE, 6" X 6' X 4® j Ir J I I I I I I J I I I TB P.C.C. THRUST BLOCK (AS REQUIRED EVEN IF NOT SHOWN) LLJ V4 VALVE, 4' GATE z Lr // V6 VALVE, 6® GATE � ® D EXIST. - - - - - - _1_ — - - - - - - - - - -I- - — — — — — — — — — L - - - - - - - - - - - - - - - -1- - - - - - - - FH - - - - - - - - - - - � O H �' W i o �! WHITE sanr®s DR co cr w. WHITE sAfv®s DR 1 � - - - - - - _ O O I I I - - - - - T - - _ -I- - - - -- - - - - - - LL --i- - - - - - 7-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --�- W SCALE 1"-40' > HORIZ O 0 DWG.DATE 06/08/20 ris ® PROD. NO. 191211 40 20 0 40 80 120 SHEET 9 OF 13 SCALE IN FEET � � �O PIR- 1 ° z ® /SHEETS/19121 1-PIR.DWG C U d c: L I` a c v E aD 00LL v Cwvo ®.rn Q" Qnrr vv -.'c wW, 0— 0-0 _+ N V C 8 w O f 9-Cc: C >w > C3 tli r 0 0 •Ea> v� c+ w V � V A 0® o . LDD °- IY _ C•- (!y 7 O-.�v- C.1 O C — — — — — — — — — — \ \\<\ L I I ! 4 PIR \\ \s • L _� _5 c '.-. s LAJ IyyI \ Q o�c o aD v .- N � �k I}L. N NOTES: of z - - - - - - - - - - - - - 1. THE CONTRACTOR SHALL DETERMINE TIME EXACT LOCATION OF ALL EXISTING 00 �'1-.!z� \ � / s �� UTILITIES BEFORE COMMENCING WORK THE CONTRACTOR ASSUMES ALL u- p- ��-a PI \ RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO 0 () v 1 `D FUTU E PHASE \/ W '®y a C z � \� / EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. o m a ! _ CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY � � � Q® c I \\ `'� e EXCAVATION. Q I•- V o o g c `- 2. SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF _ _ a 'L FUTURE PHASE _ _ _ t!) ( . - - / NOT SHOWN. S fL Lu w C V V'O C•s U —4PIR— / � � � QoN Tii i - �— — - � 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR ��- a� I P4V4 LLJ �---- _ / �/ \ TO CONSTRUCTION. CQ CTOR S NOTIFY THE ENGINI R iMM®iATELY $ � �� 13 LF : — FUTURE PHASE F— IF THERE ARE ANY DISCREPANCIES. 'p�{ �---' FUTURE STREET /! 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING PRESSURE O 3 o I ® P4 tat LF ;� S8`sL4 — — — — — IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT A c E s AS 1 V4 C4 TB �� _ I I J / I I 5. CONTRACTOR QR S PROTECT AND RETAIN EXISTING FENCE LINES WITHIN o P4 13 LF T5 TB i�S� — I I SUBDIVISION. ! R— y o-' ° °, ca 00 _ °, a a 6. SEE SHEET P R 3 FOR DETAILS AND NOTES. > „ ID 5' ' Y 102 �"' S2 / I I I I 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED AND MAINTAINED BY THE HOA. � 2 ® V4 I A4tlGQ 5 / / 1 I THE BACK—UP SOURCE IS CONNECTION TO MERIDIAN CITY WATER o s s -- I 1a P4 1 (CONSTRUCTED AS A PART OF WHTTECLIFFE ESTATES SUBDIVISION NO. 1). g a o � �. I ; / � `EXIST. V6 � P- 1 C / `° E .o O - - - w . e . w— t-a' r / FUTURE PHASE 0 oe c�i &°W 8"W `'� i 1®I1AL �+ J;i� Ps W. SYDNEY ST. a / -- ! PRESSURE IRRIGATION LEGEND �55�LsT��r� �! srDlvEr sr. + ® � �1, � Pvc s Pvc- — -8"S� — — — — — —8"S� — — — — —8 S •-.. � — I � - -- -4°PtR- - - - EXISTING PRESSURE IRRIGATION LINE ------.� - - - - - -xTEc�© D 11C �: 20C i F+ 2R 00 LF CONSTRUCT PRESSURE ��'. .a: VK S1 S1 IRRIGATION UN CES.. �; _ _ 257s--. I (YE & SERVICES ` — — — — S Q� es ` 4 396 LF _ 4 :.._ - - - -4"PIR —(P` (P W ► CONCRETE THRUST BLOCK ` P4 °�' EXISTING �- ! 5 12 S1 S1 P4 S2 = m ¢ W N2 S1 N3 �/� Y _� TB N S1 CD VALVE Qz = J 1000///yyy 0 cs ■ m SLOPE PIPE TO DRAIN o W N o � � C, Cj) m = Q o-- MAIN LINE DRAIN - W m Z zz � zZ BLOCK 5 ¢ = p I Z J O W p O O I 19 18 17 16G 15 14 13 12_61— Wpow S1 („ cl — — — — — — — — — — — O 6 0 z Z P6 9 �g PRESSURE IRRIGATION MATERIALS LIST z I \ r x w z o ® pz C4 PLUG OR CAP, 4° or —' - / \ \ 8 _ s ,s • sa C6 PLUG OR CAP � o r / 8A 8"W D PRESSURE IRRIGATION MAIN LINE DRAIN \ - — — — — — — — — — — `" 8°S LORETT ELBOW, 4°, 22-1/7 w � W. A ST 10 sS " F 8C s. 8 S� 1 ELBOW, 4°, 90' ® V) \\ s — s .4 — 16 ELBOW. g 00 ao c.a a i N1 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS 0 LT \ \ ®• — O AND RECOMMENDATIONS > AFTER AGENCY HAS CLOSED EXISTING VALVE, REMOVE EXISTING ® ® \ a ¢ N2 PLUG/CAP, THRUST BLOCK AND COMPLETE CONNECTION TO z o \ 5, BLOCK 7 w EXISTING PRESSURE IRRIGATION MAIN. N \ 6e ® ® rn \ 7 6 a oo VERIFY EXISTING PRESSURE IRRIGATION SERVICE IS INSTALLED 0 1 \ 5 4 3 2 1 13 12 - . o Y I N3 AND MARKED PER DETAIL, SHEET PIR 3 IF NOT FOUND INSTALL w \ t� SERVICE AND/OR MARKER AS NEEDED• ADJUST VALVE RISER TO z . FINISHED GRADE AS NEED®. CN c RETAIN AND PROTECT GRAVITY z I N4 RETAIN AND PROTECT ® of IRRIGATION PIPE WITH NEW " P4 PRESSURE IRRIGATION MAIN, 4® PVC, cL-200 GRATE, ADJUST PRESSURE 2577- CL- S1 S1 S1 S1 S1 St IRRIGATION AS NEEDED. . PVC, 200 si S1 PRESSURE IRRIGATION SERVI E, 1 .... . . P6 PRESSURE PRRIGATION MAIN fi --- ---- S1 S1 C ° ,zain :.....:::..................�-.... ---545 -- ........._............. ............._...........2577 - ----... --- - ----� ........ - - - - - - - - - - - ... .. ........... . _.::..... -..... ....... . . . . _ ........ . - S2 PRESSURE IRRIGATION SERVICE, 2° V6 N4 Pfi V6 P6 x 2577�---6't'Itt -�- .... 62 LF - E. ::.. ems—. z x x 1 1 16 "' I I I *— �. 50 LF SLV SL4 PRESSURE IRRIGATION SLEEVE, 8° AWWA, C�900 TB I I I I I ! �' I X. I Sty II LV SL5 PRESSURE IRRIGATION SLEEVE, 12" AWWA, CL-900 I I 1 I I I I I I I a 11 I I T5 TEE, 4 X 4 X 4 CL T7 TEE, 6° X 6° X 4°Lu c� ! I I I I I I I I I I TB P.C.C. THRUST BLOCK (AS REQUIRED EVEN IF NOT SHOWN) K I SUB NO. 6 I I �I I I I ! Z I I I i I B,gLpIR/IN PAR I I I I I I f l I I � v4 VALVE, 4' GATE Q rT, � Q \ I I I I I ! I I I I I v6 VALVE, s GATE I� ui �1 U) I \ / F.H. ® fr K! WHITE SANDS DR. V � � Ico /� � . - - - - - - - - r - - - - - - - - -r- - - - - - - - - -I- - - - - - - - - -I- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O LL 1"=40' Z j SCALE Hoy:z O O DWG.DATE 06/08/20 rls PROD. NO. 191211 40 20 0 40 80 120 SHEET 10 OF 13 di SCALE IN FEET 0 O F— PIR-2 LL Z /SHEETS/191211-PIR.DWG C O N I 0 _O C 6? O O > 2 4� a� d O-X V _ 6 E C JS-2 A oi0 +ice CC,v C Q_ V Vf >•� O >_ 9 O �_ �' O 0 � _, � � C� V eu d c C F U ♦J O.V O d 6/1� F� Elf -V V 00 (3l v O C y C C V O. ay ��j, iS ® CIT l- V O+� PRESSURIZED IRRIGATION NOTES A a � €> � 1. Install oil crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a V ®f ,� M maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The -y Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. o �" o V ! 3 � a� r 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, O_v s C�T �� $ -_79 o and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and U_ - e non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be ( a 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 li CO o U O C t ` y C C OD G @ O- C O 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 12 a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to ® r 0® c-V � COV ® cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance c e o O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 11 with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (iDAPA 58.01.08) and Section 430.02 z of the Wastewater Rules (IDAPA 58.01.16). ®3 e c 4" or 6" x SADDLE MINIMUM =3 Z 4. Install finder toe with all irrigation mains. Tape shall be two 2 inches wide, metallic red in color, with the t v " LQT 5 P 9 P ( ) > �� (D_. a 4 or 6 MAIN LINE MINIMUM words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape between a o n a. six (6) inches below the surface and eighteen (18) inches above the top of the pipe. ®�-` d s 3/4n or 1 BRASS PIPE w -�'v 'cf cry•®'3; f. 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or O 3/4" or 1" 200 PSI POLY 18" ABOVE GROUND 10 5' BACK LOT NON-POTABLE WATER. 3 SIDE LOT PVC RISER i 7 1" BRASS CURB STOP �') � y= C s®® O ��v'-sps Acoi 3 6. Label all valve boxes and vaults with durable togs carrying the warning DANGER-UNSAFE WATER or 35 PRESSURE IRRIGATION PIPELINE - a ROCK CLIPS 1 NON-POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public � SEE PLAN FOR SIZE OF PIPE �- Right-of-Way, private roadways and travelways. TYPICAL PIPE LOCATION O3" FEMALE ADD. NOT TO SCALE 7. Install a reduced pressure backflow preventer in any connection between the potable water system and the t0 O LOCATER WIRE pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) pt,+IAL 6 and the City of Meridian Water Department. �� C:LgT der 11 3" PVC PLUG 3 5 7 8. Engineering Solutions shall inspect all pressurized irrigation unless a properly executed agreement for inspection 12 MARKER, STEEL 1" POST and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is 4 required. (8 2 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line ��' s��®�� in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a lot. "'MODIFIED"' TYPE A RISER > > W a SHORT SIDE SERVICE 10. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable w N > Z - o NOT TO S loss in accordance with the Supplemental Specifications and Drawings to ISPWC. Q z = � mZ 11. All construction materials and installation shall comply with the Settlers Irrigation District Standard r W Z G J W Specifications for Pressurized Irrigation System - latest edition, except as modified hereon. z ¢o z DOMESTIC WATER DEFER BOX COVER � N OBLITERATE WARDS "WATER METER FORD NQ. 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. o W X43 T IRON WITH 12 1/2 LOCKING LIDS o N Z o 20" PVC 13. Minimum depth cover over all pipe steal! be 30°. N J M , Z m W $ -U' } [n 13 �/�// //� 1 1/2" CURB STOP 14. Minimum compaction shall be: O 3„ SDR 21 PVC RISER EXTEND 18 ABOVE GROUND \\ \\ \ BALL VALVE SUCH AS a. 95% in Rights-of-way. 12 %\// //\i FORD Bill 1-666SW b. 85% everywhere else. 23 a Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 1 1/2" BRASS PIPE \ \\/ 0 1/2A PVC PIPE 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required 0 O 4" or 6" x t" SADDLE MINIMUM \\/ / ��\� at all change of direction of pipes over 11 1/4 where shown on this plan. � n nX / (� O 4 or & MAIN LINE MINIMUM \�/ \�\\�\\\� 16. All services shall be placed at the midpoint of rear lot or side lot Tine unless otherwise shown on this plan. � i n " , ® �0 / They shall extend post property line into lot as shown on detail. O 3/4 or 1 POLY PIPE 200 PSI �/\ o ® UJ � s° o°� ` C oa®� gQ®% of® LE n n �°° o ° ® oO�/ �®a�®®Q ®°°�j 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. ¢ O 3/4 or 1 200 PS{ POLY 18" ABOVE GROUND 11 \\\\\\/ \o °o'°o®p°\\\/ � O3/4" or 1" BRASS COMP. COUPLINGS i� / //� /� /�� ,�j�•�/A 18. Contractor to verify location of all landscape lot services with owner prior to installation. � � ¢ z 1 1 MIN. 12" DRAIN ROCK MIN. 1 CU YD. 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe Q O 1" BRASS CURB STOP AT BOTTOM OF VALVE DRAIN ROCK fLico FOR SUPPORT manufacturers recommendations. o O ROCK CHIPS ®RAIN VALVE M NOT TO SCALE 20. All valves must be at most 10 from the street Right-of-way, unless otherwise shown. ® s 1® 3" FEMALE ADD. 21. All valves at street crossings shall be on both sides of streets. 11 LOCATER WIRE 3 7 5 7 8 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. LU 2 3" PVC PLUG 4 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. t 3 PihARARKER, STEEL I" POST .- 9 2 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. ®6 cn "MODIFIED"'' TYPE A RISER 25. Retain and protect all existing utilities and irrigation facilities. � NOT TO SCALE 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in Z LLJ the pipe (even if not shown). 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure P 111111111110 0 irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each location, unless the pressure irrigation line can go over the gravity irrigation and still have a minimum cover of �28. Contractor 0shall install pressure irrigation line to depths that match the final grading plan with 30" of (� 0 minimum cover. imp Z i 29. Contractor shall install a service to every lot including common lots, even if not shown. lr 00 30. The pressure irrigation system must be built to the standards of the irrigation district in which it is being constructed. co Cf) ® O L 31. Install a reduced pressure backfiow preventer in any connection between the potable water system and ' D" the pressure irrigation system. The device must be approved by the Idaho Deportment of Environmental Quaility (DEQ) and the City of Meridian Water Department. J I SCALE 1"=40° 1"=49 Z \ KGRIZ VERT O O DWG.DATE 06/08/20 rls ® PROJ. NO. 191211 Q SHEET 11 OF 13 aj PIR-3 m � O0 LL Z 0 /SHEETS/191029-PIR.DGmiG (.' v t ® V (L c L ay r a ' ��yC ieLLo i of W �s1 > H p C Ifs N fn ii...s 50' ROW Q ® ®� Q U °' 3.5' 5' SIDEWALK 16.5' 16.5, 5' SIDEWALK 3.5' a) B I 8 8 2' 1' U117V Q 2 w O IAD[NG 2f 14.5 14.5 co) CL L O E O E a �.� C B A A g C I D '�//\// /\/\/i/ / //\Y/\i /,� //�// /\i/\i/\i��/////�/// / //\i/�/i / `//�i///�i // D I o ® E F F E D C) ® ° SUPPLEMENT TO ISPWC SD-70S 5" CONCRETE SIDEWALK - ACHD " ° _2.5 ASPHALTIC PAVEMENT © ® 14 OF 6 MINUS PIT RUN GRAVEL � � © 3" ROLLED CURB AND GUTTER - ACHD COMPACTED STABLE SUBGRADE lu SUPPLEMENT TO ISPWC SD-702 QD 4° OF 3/4" MINUS CRUSHED GRAVEL TYPICAL STD. ROLLED CURS, CUTTER AND F ATTACHED SIDEWALK 50" RIGHT—OF—WAY PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-702 AND SD-709 NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH MIX, PG 56-26. N.T.S 14' ACCESS ROAD Al 2" ASPHALTIC PAVEMENT 5° ASPHALT 9' PAVERS I 4° OF 3/4" MINUS CRUSHED GRAVEL Al E1 COMPACTED STABLE SUBGRADE UPPER 6" �--��° 1.57. C TO 957. OF MAXIMUM PROCTOR DENSITY 12° OF 6" MINUS PIT RUN GRAVEL ��91 ��:Rz�,�� GRASS PAVERS (HS-25 LOAD), PER NDS � � / /i\!i\/��/i./i.. /•/, ��i�\i`�/,� E1 TUFFTRACK TT24 OR APPROVED EQUIVALENT. VERTICAL B1 C1 D1 B1 ® 0� —AND GUTTER R® 0G)( i 14' WIDE ACCESS (TRAFFICRATED) D N.T.S > r w a 40 Q4 �°F o o e•+1�. - O m O N Z Z vj ¢O Z ••�• 15d W O�� Vl Ci UZn CD Z • CfS d' O W �U ISO � Ww�Ix E - oZa TRANSITION SECTION VERTICAL CURE AND CUTTER f 8 ft y � � 2 CLEAR5 PAVED PATHWAY 2 CLEARMori to T ROLLED CURS AND CUTTER ° SEE PLAN VIEW n co C) QCN N.T.S Al 2° ASPHALTIC PAVEMENT �t Li Li x 1 4° � � � ® �© OF 3/4 MINUS CRUSHED GRAVEL «e COMPACTED STABLE SUBGRADE Q z�C1 I Bi Ci ASPHALT PATHWAY N.T.S CL 20' SHARED DRIVEWAY ui 2 5' 2' 16' 2' �I of s G E D A SEE PLAN B C D 1.57, MIN. i■■� o o LLI / a a F �■■� � LLI LiI 2" ASPHALTIC PAVEMENT ® 5'W x SD - 1 "- 2" CLEAN DRAIN ROCK. F— :z Ir CONTRACTOR SHALL MAKE SURE THE BOTTOM ® F- 4" OF 3/4" MINUS CRUSHED GRAVEL OF DRAIN ROCK IS INTO FREE-DRAINING SOILS. ® z COMPACTED STABLE SUBGRADE UPPER 6" 12" OF 6" MINUS PIT RUN GRAVEL °� TO 95% OF MAXIMUM PROCTOR DENSITY co D 2'W x 6"D CONCRETE RIBBON CURB - ® DECORATIVE PERMABARK PER DEVELOPER ® W ACHD SUPPLEMENT TO THE ISPWC SD-703 0 SHADED DRIVEWAY DETAIL LL N.T.S � NOTE: � � scALE NO SCALE INSTALL 2' RIBBON CURBS ON 0 DWG.DATE 06/08f20 cIs SIDES AND END OF DRIVEWAY. 0 w PROD. NO. 191211 ©_ SHEET 12 OF 13 �- 6 DT- 1 LL Z0 /SHEETS/191211-JT1-DWG 0 MONITORING WELL INSTALL LID TO GRADE MONITORING WELL INSTALL LID TO SEEPAGE BED PIPE NOTE: (SEE PLAN VIEW FOR LOCATION) GRADE (SEE PLAN VIEW FOR 0 ALL PIPE ELEVATIONS SHOWN 0 FINISHED GRADE LOCATION) LL o ARE AT ENTRANCE OF SEEPAGE "D LD FINISHED GRADE BEDS, SEE PLAN VIEW FOR -0 �21 SLOPES AND OTHER PIPE E-K > Cc 2E ELEVATIONS. CL a 'R.z F SEE PLANS FOR PC & PT INFO SEE PLANS FOR PC & PT INFO -=I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 -=1 2! a 00 g-5 5' CURB TERMINUS 5' CURB TERMINUS MAXIMUM ELEVATION IEELI-F=-.I I F.I I F 11-111 Go go MAXIMUM SHATION SLOPE AT MIN 5% OF ROCK ar 00 OF ROCK "'C"' 18" DELINEATOR V00 4- 5_2 0 (1) FOR POSITIVE FLOW P) .0 18- PERF (ALL AROUND) ADS N-12----,-_ _g E (TY Q Q; --.� 18" PERF. (TOP HALF) ADS N-12---�',', 2_ 18" DELINEATOR--N rCONCRETE GUTTER Q PIPE, SEE DETAIL, THIS SHEET ID ID, CONCRETE GUTTER TRANSITION, GRADE PIPE, SEE DETAIL, THIS SHEET 0: --18" PERF (TOP HALF) ADS N-12 < V; .2 t 0 TO FLOW TRANSITION, GRADE C-4 �011 PIPE, SEE DETAIL, THIS SHEET CO) FILTER FABRIC - THREE 0 00 TO FLOW E LL_ w w < f, I' (3) SIDES PER ACHD _S .Z) C:5.9 0 FILTER FABRIC - THREE (3) SIDES ca .&= c'- W- Cc--2:,0=0 M REQUIREMENTS (SECTION (SECTION PER ACHD REQUIREMENTS 10 7p) 8200 PG. 32) : 8200 PG. 32) 0 PLAN ELEVATION TOP OF SAND, = "Gs FOOL%; _ UDA11ON TOP OF SAND = "H" Ui N.T.S. .77 3 MINIMUM ELEVATION OF SAND = 'H' N. MINIMUM ELEVATION OF SAND MONITORING WELLS TO FINE AGGREGATE WILL MEET THE--, BE 1' PAST SAND. FINE AGGREGATE WILL MEET THE MONITORING WELLS TO GRADATION REQUIREMENTS OF ISPWC vD" "c" GRADATION REQUIREMENTS OF JSPWC NCO "Do "E" BE I' PAST SAND. SECTION 801 FOR "FILTER SAND" - N SECTION 801 FOR "FILTER SAND - - -- --I* 2' WIDTH VARIES WIDTH VARIES SEE TABLE 1 OF THE ISPWC SEE TABLE 1 OF THE ISPWC "B" "B" STANDARD 6" VERTICAL CURB & GU HGW NOTE- SECTION VIEW HGW NOTE- 5EQIIQN VIE SEE TABLE FOR HIGH SEE TABLE FOR HIGH GROUND WATER INFORMATION. GROUND WATER INFORMATION. PLANTER STRIP OR .3" MIN CONCRETE SIDEWALK ASPHALT REVEAL -6, 6- VERTICAL CURB (NO GUTTER) MONITORING WELL, SEE PLAN VEJW. 0-- NATIVE GROUNDPER ISPWC SD-701A OR INSTALL PER LATEST EDITION OF MONITORING WELL, SEE PLAN VEIW. SAWCUT & REMOVE GUTTER PAN OF ACHD SUPPLEMENTAL SD-627 50' MIN. FROM OUTSIDE BED- INSTALL PER LATEST EDITION OF EXISTING CURB 0ACHD SUPPLEMENTAL SD-627 24" BSM31NAL I I I A A END PIPE T 10 A io MONITORING WELL, SEE EDTII LM VW. (PERFORATED)SECTION A-A END PIPE NSTALL PER LATEST ON OF 11 (cp W) N.T.S. (PERFORATED) ACHD SUPPLEMENTAL SD-627 Tom. ALL PIPES 6 2' C" 2' NOTES: 1. SEE NOTES ON SHEET 2 OF 2 0 c' C.> T M 5W mm J W IORETENTION CU R 2017 STANDARD 1 1 a..C) cn E BB DRAWING ACHD STORMWATER DESIGN M GUIDELINES EXTENSION BMP 32 Uj 1-1 1";� 1c, SHEET I OF 2 2f Ej -3 I � 8 C-E 151 0 cn au- SEE PLANS FOR PC & PT INFO cn 5 CL ' CURB TERMINUS SIZE OPENING PER DESIGN 00 op 18" DELINEATOR cx. 0 CONCRETE GUTTER BEGIN PIPE BEGIN PIPE TRANSITION, GRADE TO FLOW (PERFORATEO) I (PERFORATED) END 3" OR 6" C LLI CO C14 4' ANGULAR RIP RkP OR zo L VERTICAL CURB 4" THICK CONC PAD, INLET SIDE ONLY Z En to 00 PO C) I, (TYP) C3 cz M 00 00 00 02 0 il! -50' MIN. FROM OUTSIDE BED L BEGIN 6" STD. 10 (TYP) FOR BULBOUT < ze CURB & GUTTER Go c D -D- -C- MONITORING WELL, SEE PLAN VEIW. n n ft " E" <0rn 6- VERTICAL CURB (NO GUTTER) 0 PER ISPWC SD-701A OR INSTALL PER LATEST EDITION OF ca PLAN cc SAWCUT & REMOVE GUTTER PAN OF ACHD SUPPLEMENTAL SD-627 N.T.S. EXISTING CURB eta PLAN YEW PLAN_ VI EW OPTIONAL SAWCUT LINE TO RETAIN EXISTING CURB BY REMOVING GUTTER PAN SEEPAGE BED #1 SEEPAGE BED #1A 18" DELINEATOR -4- 2" DROP FROM N.T.S. N.T.S. INLET ELEVATION TO FOREBAY SEE BELOW: ASSUMED PERCOLATION RATE SEE BELOW: ASSUMED PERCOLATION RATE z Uj LD U) Groundwater Assumed 3111n j. K. Groundwater Assumed,"low 'A' "B" "C", -F- -G- nH1' LEI "I" -G- =BEDJ z B- -C" DL- ] -E- I Elev. Below Percolation Rate _J FErl Percolation Rate 5' CURB TERMINUS BEDS 1:6 LLJ 3 3' 4.3' 2575.5 2575.5 2571.2 2569.7 2571.5 2572.25 2568.1± 8-/HR co X 1 131' 6 2571.2 2569.7 A used 2568.1± e/HR 10 37' 33 14' 10' 97 4.3' F, INLET/OUTLET z LU CO 0 0 PERSPECTIVE VIEW SEEPAGE BED NOTES: N.T.S. 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD D U-1 z OR ENGINEER IF NEEDED. frf C/) C) NOTES: IFF- z I-_ 1. SEE SPECIFICATIONS FOR BIORETENTION SOIL MEDIA (BSM) 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE 0 - z THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. t < LJJ 2. DROUGHT TOLERANT PLANT SPECIES OR WASHED TURF GRASS OVER BSM 0 z Lj cl:(n 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS I LJ 3. DEPTH OF INFILTRATION SUMP AS SHOWN ON DESIGN PLANS SHOULD BE SIZED TO ADDRESS STORMWATER NOTE: ENGINEER AFTER SEEPAGE TRENCH IS FULLEXCAVATED. IF THE PERCOLATION IS LESS THAN 00 rv- MANAGEMENT REQUIREMENTS 18 PIPE. PERFORATIONS SHALL BE IN"0 PVC PERFORATED DRAIN NOTE: SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO 0 0011 0 I 4. INFILTRATION RATE OF NATIVE SOILS AT SUBGRADE SHALL BE MIN 0.5 IN/HR 15nO PVC PERFORATED DRAIN CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM. TO ACHIEVE THE REQUIRED (0cc S. ACCORDANCE WITH AASHTO PIPE. PERFORATIONS SHALL BE IN INFILTRATION. 0 0 0 5. BIORETENTION CELLS ALLOW PLACEMENT OF AN AGGREGATE SUBBASE FOR ADDITIONAL VOLUMETRIC STORAGE M304-03 AND ORIENTED UPWARD ACCORDANCE WITH AASHTO I U_ I-_ IF NEEDED. + FROM TOP HALF (ACCEPTABLE + M304-03 AND ORIENTED ALL 4. ACHD INSPECTORS BE ON-SITE DURING SEEPAGE BED INSTALLATION. c/) PIPE REPLACEMENT: 18"0 ADS AROUND (ACCEPTABLE PIPE >_ 0 6. SCARIFY SUBGRADE 3" MINIMUM BEFORE INSTALLATION N-12 HDPE PERFORATED PER REPLACEMENT. 15"0 ADS N-12 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. Ij UJ SCALE NO SCALE AASHTO M-294). HDPE PERFORATED PER AASHTO z > M-294). 0 0 DWG.DATE 06/08/20 Iris 2017 BIORETENTION CURB STANDARD DRAWING PRCJ. NO� 191211 ACHD STORMWATER DESIGN GUIDELINES EXTENSION BMP 32 ...SHEET 2 QF 2 195" PIPE PF.RFORATION (IQe HALE) DETAIL_ 18" PIPE PERFORATION (ALL A-ROUND) QEJAIL SOILS AND GROUNDWATER INFORMATION PROVIDED BY SHEET 13 OF 13 NATURAL RESOURCE SOLUTIONS, LLC DATED APRIL 4, W iaj 2018 AND FINAL GROUNDWATER MONITOR REPORT DATED 0 �-Z 0 F- DT-2 NOVEMBER 2, 2018. GROUND WATER MONITORING APRIL < 3, 2018 THROUGH OCTOBER 18, 2018. LL. 0 L F /SHEETS/191211-DT2.DWr.-'