The URL can be used to link to this page

CC - Construction Drawings GENERAL LEGEND GENERAL VICINITY MAP REVISED - — — - W - — EXISTING WATER LINE W Cherry Ln E Fairview Ave IVICI Meridian — — —OHP— — - EXISTING OVERHEAD POWER N Crossroads EP EDGE OF PAVEMENT EXISTING FENCE LINE -a W Pine Ave E Pine Ave Pine Ave Sonna Meridian NEW FENCE LINE — NCOVER SHEET cc. EDGE OF GRAVEL DATE ~ Z 4/30/2020 W- PRESSURE IRRIGATION LINE z W Franklin Rd E Franklin Rd UGP UNDERGROUND POWER L GRAYCLIFF ESTATES PROJECT NO. C196003 C > EASEMENT DRAWN BY: W(8 ) WATERLINE G7 N PHASE I R J SMITH FS(6") FIRE SERVICE LINE N 0 3D CHECKED BY: �* � R J SMITH, PE EXISTING DECIDUOUS TREE 55 55 Roaring Springs $ SEWER MANHOLE W Overland Rd Waterpark E Overland Rd E Overland Rd O EXISTING WATER VALVE cc EXISTING FIRE HYDRANT Of QM EXISTING WATER METER L N o C.O. EXISTING SEWER LINE CLEANOUT cv EXISTING POWER POLE N O SHEET INDEX — [AC] EXISTING AIR CONDITIONING UNIT to E Victory Rd E Victory F W GM EXISTING GAS METER 1 COVER SHEET FEt] EXISTING ELECTRICAL METER V' SITE 2 NOTES CT EXISTING TELECOMMUNICATIONS BOX 3 FINAL PLAT - SHEET 1 Q Z ® EXISTING TELEPHONE JUCTION BOX 4 FINAL PLAT - SHEET 2 = Q Z 30.50 > ; 5 FINAL PLAT - SHEET 3 a — SPOT ELEVATION -- TOG TOP OF GRATE " T 6 MASTER STREET PLAN TOA TOP OF ASPHALT W Amity Rd E Amity Rd E Amity Rd 7 W. HARRIS ST. STREET IMPROVEMENTS U) LU Z W EX EXISTING 8 GRAYCLIFF/COLDITZ STREET IMPROVEMENTS W W W 9 W. BROYHILL DR. STREET IMPROVEMENTS _ o FF FINISHED FLOOR ♦^ M.E. MATCH EXISTING 10 STREET DETAILS H V♦ = TOC TOP OF CONCRETE 11 STREET DETAILS ~ C J � Gravel TOP OF GRAVEL 12 PHASE 1 GRADING PLAN (n 0 LU W SOILS TEST PIT LOCATION 13 SEWER AND WATER PLAN - W. HARRIS ST. W O B W 14 SEWER AND WATER PLAN - GRAYCLIFF/COLDITZ OC V AERIAL MAP 15 SEWER AND WATER PLAN - W. BROYHILL DR. Q a Elevations referenced to NAVD 1988 datum i 16 IRRIGATION PLAN J Q 17 IRRIGATION DETAILS V PIN W UJ Z ' �' 18 STREET LIGHT PLAN 8L MCRE ESTATES NU 3 `' , z w �ow Project Benchmark ,� Existing Sewer Manhole Rim at the intersection �'; 19 STORM WATER POLLUTION PREVENTION PLAN Q o w of Kentucky Way and Harris Street ---- F' Q Elev. =2716.59 \` t . 1-' \ \a ► -r d - 4 20 STORM WATER POLLUTION PREVENTION DETAILS ti En \ • .p 0 a \� 4 Project Benchmark � \ Existing Sewer Manhole Rimy I �. PROJECT SPECIFIC INFORMATION Elev. =2716.59 ••' 21 O I \ / ♦ \ M1 -n-FAMLY \ \ OWNER ° STAR DEVELOPMENT, INC. h� I v •`` v` � �1 LEE CENTERS, . PO Box 518 I + � vvv ' Meridian, ID 83680 �� . 2 r.• a o 8881852@gmail.com o I I29 _ 4 71 (208) 888-1852 � lIJ I 5 \ 33C \\� \\ \ I / I--I cl bl 6 8 \.� "'a \\ RAUFEMIIiI-_ 2 s 124\ � \�. 911 \V %\ • 'I ACREAGE ` , 1 \` L 22 0 12 3 7.40 acres (32 2,357 sq. ft.)1' zW WoWMi 12 13 I I \ 13 /• \ \ ' , CC Z L_ BL 3 \�• \\ Z fV } 14 29 B Z}6 5 , h ,3 4 * 1 \\ ZONING o m �m I I� 2 15 15 1 17 18 \ \ \ \\ O ll I a s I ,o17 'I� \\ \\ O i I \ \ 0C I * I RB x ILL ' V I.oNw.o ,. • U a > - - < , \\ IRRIGATION DISTRICT z } 1 ly 2 3 4 —5 6 7 9 1 11 12 \ ♦ \ Z `r I I 2 10 32 's4 \ 'O l h w1( 3 i I 1311 35 $c\\\ \ Nam a Meridian 6LCYXa 4 II� 27 26 25— 24 2 - 21 8 15 1412 23 1 II. 36 it I \ I 5 n _ _ 1 s \ F °� - - ';' 9 37 s _ _ _ 5 \\ I \\ SCHOOL DISTRICT U I 28 /• lii w x w,c — wi \\. I-n a i o �— ` a Meridian I 1 2 3 4 6 7 9 1 11 1 13 14 15, I I \\ 26 39 I 3 l I 1 i6 I 2 I SEWER DISTRICT d 1 I s > 25 40 7 z 27 2s 2 2a 19 1 1 1 2 8 22 21 BL E I Meridian . • o i 1— —1` 20 z az _ _ 'r^ _ — _L II i 7■ 'I ,a ,a r 12 I 43 I ff]1 1 a The location of existing underground utilities are shown approximately only . I!, ; 13 46 47 5, I 2 3 a s s9 7 a' 9 II I I FIRE DISTRICT ■ ■ o f prior to construction. It shall be the responsibility of the contractor to _ _ _ _ — - i - I SHEET inform all utility companies of the construction schedule. The contractor I _ — — _ - I I Meridian r oshall determine the exact location of all existing utilities before commencing C" work. The contractor is responsible for any and all damage which may occur F = owwt,athelpw, by failure to exactly locate and protect all utilities. Call Digline, Inc. before Callbdom youdig, commencing underground work, (800) 342-1585, (208) 342-1585, or 811. FLOOD ZONE ■ 0_ o Zone X U REVISED GENERAL CONSTRUCTION: ROADWAY CONSTRUCTION NOTES: SEWER NOTES: WATER NOTES: PRESSURE IRRIGATION NOTES: 1. All construction work shall be done in accordance with the 1. All Contractors working within the public road right-of-way are 1. Construction of the sewer system shall conform to the standards 1. Construction of the water system shall conform to the standards in 1. Install all crossings of the Public Rights-of-Way, private current version of the Idaho Standards for Public Works required to secure a right-of-way construction permit from ACHD in the Wastewater Rules (IDAPA 58.01.16 as well as the standards the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" q g Y p roadways and travelways with pressure irrigation at a Construction (ISPWC), the City of Meridian Supplemental or ITD at least twenty-four (24) hours prior to any construction. and specifications referred to in General Construction Note No. 1. as well as the standards and specifications referred to in General maximum depth of two-and one-half (2-1/2) feet and in an Specifications to the ISPWC and an addendums , the Construction Note No. 1. p ( Y ) AWWA C-900 pipe sleeve with locator wire. The Public requirements of the Ada Count Highway District ACHD and/or 2. ACHD or ITD will inspect all work within the public rights-of-way 2. The horizontal separation of potable water mains and q Y g Y (ACHD) p p g Y p non- ins non-potable water mains (sanitary irrigation) Works Department and ACHD shall inspect all crossings sewer, storm drain, and irri 2. The horizontal separation of potable water mains and non-potable p p g the requirements of the Idaho Transportation Department (ITD). to include utility trenches above the pipe zone. water mains (sanitary sewer, storm drain, and irrigation) shall be a prior to backfilling. The more stringent of any of these standards shall be the shall be a minimum of ten (10) feet. Where it is necessary for a controllingstandards or specifications. 3. Meridian Public Works will inspect storm drainage potable water main and non-potable water main to cross with less minimum often (10) feet. Where it is necessary for a potable water p p g main and non-potable water main to cross with less than eighteen (18) 2. The horizontal separation of potable water mains and improvements serving private roads and parking lot improvements than eighteen (18) inches of vertical separation, the crossing shall be non-potable water mains (sanitary sewer, storm drain, and 2. The Contractor shall have a co of the latest City of Meridian outside the public right-of-way. constructed in accordance with Section 542.07 of the Idaho Rules for inches of vertical separation, the crossing shall be constructed in p ( Y copy y p g y' accordance with Section 542.07 of the Idaho Rules for Public Drinking irrigation) shall be a minimum of ten (10) feet. Where it is DATE Standard Specifications and Drawings on site at all times during Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater necessary for a potable water main and non-potable construction (available on the website). Failure to have a 4. Abandoned buildings, test pits, or waterways located within of the Wastewater Rules (IDAPA 58.01.16). 4/30/2020 Rules (IDAPA 58.01.16). water main to cross with less than eighteen (18) inches of current copy of the Standard Specifications on site could be current or future right-of-way shall be re-excavated to native soil vertical separation, the crossing shall be constructed in PROJECT NO. grounds for a stop work order until the situation is resolved. and backfilled with structural fill per ISPWC specifications. Provide 3. The horizontal separation of non-potable services and potable 3. The horizontal separation of non-potable services and potable water accordance with Section 542.07 of the Idaho Rules for C196003 soils data to verify native material meets the requirements for water services or potable water mains shall be a minimum of six (6) services or potable water mains shall be a minimum of six (6) feet. Public Drinking Water Systems (IDAPA 58.01.08) and DRAWN BY: 3. The Contractor shall have plans stamped "Approved for engineered fill per ISPWC specifications and a copy of the feet. Where it is necessary for a potable water main and Where it is necessary for a potable water main and non-potable water Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). R J SMITH Construction" by City of Meridian Public Works Department on compaction tests." . non-potable water main to cross with less than eighteen (18) inches main to cross with less than eighteen (18) inches of vertical separation, of vertical separation, the crossing shall be constructed in CHECKED BY: site at all times. p g the crossing shall be constructed in accordance with Section 542.07 of 3. The horizontal separation of non-potable services and R J SMITH, PE 5. Ada County Highway District will inspect all work within the accordance with Section 542.07 of the Idaho Rules for Public Drinking the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and potable water services or potable water mains shall be a 4. All Contractors, Subcontractors and Utility Contractors shall Right-of-Ways. Meridian Public Works will inspect private roads, Water Systems (IDAPA 58.01.08) and Section 430.02 of the Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). minimum of six (6) feet. Where it is necessary for a attend a pre-construction conference prior to start of work. parking lots and other paving improvements outside the public Wastewater Rules (IDAPA 58.01.16). potable water main and non-potable water main to cross Right-of-Way. 4. Place water service lines in a two (2) inch diameter pipe wherever with less than eighteen (18) inches of vertical separation, 5. Contractors shall notify the appropriate agency when 4. Place sewer service lines in a six (6) inch diameter water class pipe the service line crosses a storm water treatment facility (i.e. seepage the crossing shall be constructed in accordance with materials are on site or inspection of the work is required. No 6. Set the tops of all valve boxes and sewer manholes flush with the wherever the service line crosses a stormwater treatment facility beds, drainage swales). The pipe material used for sleeving must be Section 542.07 of the Idaho Rules for Public Drinking work may begin on any project without twenty-four (24) hours slope of the finished street grades. (i.e., seepage beds, drainage swales). impervious to contamination from petroleum products and must be Water Systems (IDAPA 58.01.08) and Section 430.02 of the prior notice. approved by the Idaho Department of Environmental Quality (IDEA). Wastewater Rules (IDAPA 58.01.16). 7. Ada County Highway District will inspect and approve all storm 5. When cover over a sewer pipe is less than three (3) feet from top 6. All material furnished on, or for the project must meet the drainage improvements. Meridian Public Works will inspect storm of pipe to subgrade or top of pipe to natural ground, use "Class 200 5. The Contractor shall be responsible for providing continuous water �� service to all existing water users affected b construction. 4. Install finder tape with all irrigation mains. Tape shall be minimum requirements of the approving agencies. At the drainage improvements serving private roads, parking lots and water pressure pipe", ASTM D 2241, SDR 21, including service lines g y two (2) inches wide, metallic red in color, with the words request of the approving agency or the Design Engineer, other paving improvements outside the public Right-of-Way. and fittings. -DANGER UNSAFE WATER or NON-POTABLE WATER Contractors shall furnish proof that all materials installed on this 6. All water works components shall be ANSI/NSF 61 Certified, and W Q 8. Place all water valves blow-offs and manholes so that the do 6. The Contractor shall conduct an air pressure test and television must meet all AWWA and standard requirements of the Idaho Rules for clearly marked along its length. Place the tape between six project meet the specification requirements set forth in General Y p 6 inches below the surface and eighteen 18 inches Construction Note No. 1. not conflict with any concrete curb and gutter, valley gutter or inspection after all underground utilities have been installed. The Public Drinking Water Systems (IDAPA 58.01.08). ( ) g ( ) above the top of the pipe. • sidewalk improvements. Contractor shall provide a videotape of the inspection prior to final Z 7. Work subject to approval by any governmental agency must acceptance of the sewer. 7. All water pipe and fittings shall comply with applicable portions of section 3.1 of the standard specifications and drawings. Water mains 5. Label all irrigation risers and faucets with durable tags be approved prior to (A) backfilling trenches for pipe; (B) placing 9. Retain and protect all utilities unless noted otherwise on these Z of aggregate base; (C) placing of concrete; (D) placing of asphalt plans. 7. All CCTV inspections shall be completed by a third party testing shall be AWWA C-900, class 150 PVC. carrying the warning DANGER - UNSAFE WATER or 0 - NON-POTABLE WATER. � paving. firm. 8. Five (5) feet of cover shall be provided for all water mains located in 10. Compaction shall not be less than 95% of the Standard Proctor a section-line road. Five feet of cover may be necessary for some 6. Label all valve boxes and vaults with durable tags carrying 8. Inspection, approval, and final acceptance of all water and Density as determined by ASTM D-698. 8. Approval and acceptance of all sewer construction will be by the mid-section line roads; see plans. Four (4) feet of cover shall be the warning DANGER - UNSAFE WATER or NON-POTABLE � W Z sewer construction shall be by the Public Works Department, Public Works Department and their decision shall be final. Such W W provided for all other water mains. See detail 1 sheet C-3.2 for the WATER. The valves and boxes are to be located a and their decision shall be final. Such inspections shall not 11. Direction of slope (typical) � inspections shall not relieve the contractor from the responsibility of W water main installation detail and detail 5 sheet C-3.2 for the standard minimum of ten (10) feet outside of the Public .. 0 relieve the contractor from the responsibility of performing the performing the work in an acceptable manner in accordance with the trench detail. Right-of-Way, private roadways and travelways. Q ' a W CL work in an acceptable manner in accordance with the DEQ/QLPE 12. The contractor is to call ACHD for the inspection of all street approved construction plans and standard specifications and O approved construction plans. construction. 24 hour notice is required. Drainage facilities will not drawings. 9. Locate subsurface storm water disposal facilities (including 7. Install a reduced pressure backflow preventer in any J O be approved by ACHD unless this inspection is performed. infiltration beds and dr wells at least 25 feet from main water lines. dry wells) connection between the potable water system and the (n LU Z 9. Any deviation from the approved plans and specifications 9. All sewer pipe shall be bell and spigot, Polyvinyl Chloride (PVC), This requirement does not apply to catch basins or sand and grease pressure irrigation system. The device must be approved W - must have the applicable agency approval in writing prior to 13. The contractor shall have a stamped, ACHD approved, set of SDR 35 ASTM D-3034 unless otherwise specified. All sewer pipe vaults. pp g y pp g p p p p by the Idaho Department of Environmental Quality (DEQ) W construction. plans at the worksite. shall comply with applicable portions of section 4.1 of the standard and the City of Meridian Water Department. LL specifications and drawings. 10. Place no. 12 direct burial wire along the north and east side of 0 it 10. Take all lot and site dimensions and easements from the 14. The contractor shall contact Digline 48 hours prior to digging to water mains and service lines. 8. The Engineer shall inspect all pressurized irrigation unless Final Plat for this development - see Sheets 3 through 5. verify the location of existing utilities. 10. Locate service lines to the points shown on the drawings or as a properly executed agreement for inspection and J = marked by the engineer in the field. Mark and construct service lines 11. The contractor shall notify the water department two (2) working Q Z 15. All construction in the public right-of-way shall conform to the days before initial construction begins and request inspection of water maintenance is in effect with the applicable Irrigation V 11. The contractor shall maintain all existing drainage and p g Y in accordance with the Standard Drawings SD-511A and SW3. The Y g q p District. Forty-eight (48) hours advance notice is required. Z irrigation facilities within the construction area until the drainage latest edition of the ISPWC and the ACHD supplemental service marker shall be in place for the final inspection. Service lines lines and appurtenances at least twenty-four (24) hours in advance of (f) w improvements are in place and functioning. specifications. No exception to district policy, standards, or the shall extend five (5) feet beyond the right-of-way. Sewer service backfilling. O ISPWC will be allowed unless specifically and previously approved in 9. Provide thrust blocking per detail 3 sheet C-3.2. UJ p Y p Y pp lines may be a maximum five (5) feet deep at the property line unless 12. All contractors working within the project boundaries are writing by ACHD. otherwise approved by city engineer. 12. Construct, pressure-test, flush, and disinfect all water distribution 1` responsible for compliance with all applicable safety laws of any systems in accordance with applicable portions of section 3.1 of the 16. If an utilit or irri ation facilit interferes with re uired street standard specifications and drawings. N jurisdictional body. The contractor shall be responsible for all Y Y g Y q 11. The Public Works Department will inspect all public sewer W barricades, safety devices and control of traffic within and improvements, all such utilities or irrigation facilities shall be construction whether within public right-of-way or easement. The Z around the construction area. relocated at the owner's expense so as not to interfere with contractor will notify the Public Works Department forty-eight (48) xi The contractor shall be responsible for locating and marking all e required street improvements. hours prior to start of construction, and again twenty-four (24) hours existing service connections per Meridian Standard Drawing SW3 (detail 13. The locations of existing underground utilities are shown in prior to pouring concrete collars. 2 Sheet 22). an approximate way only. The contractor shall determine the 17. All water valves, blow-offs, and manholes shall be graded and 14. Secure and anchor all tees, plugs, caps, bends, and other locations exact location of all existing utilities before commencing work. placed so as not to conflict with any concrete curb and gutter, 12. Maintain groundwater levels one foot (V) or more below the W valley utter, or sidewalk improvements. where unbalanced forces exist by suitable thrust blocking as shown on The contractor assumes all responsibility for any and all damages Y g p pipe invert, per I.S.P.W.C., during the pipe laying and pipe joining J SD-403 (detail 3 sheet 22). caused by his failure to exactly locate and preserve any and all operations and while making sewer taps. Clean and restore to their underground utilities. 18. All pavement matches within ACHD right-of-way shall match original state any ditches and storm drain facilities that are silted due existing pavement sections or 3" of asphalt, 4" of -3/4" aggregate, to the contractor's dewatering efforts. Bedding and pipe zone o 14. Quantity and placement of street lights is contingent upon and 17" of -6" pit-run, whichever is greater. material shall be three-quarter inch (3/4") rock chips unless o the electrical design by Idaho Power Company. The electrical otherwise approved. W contractor will be provided a street light map by the Meridian 19. All SD numbers refer to the Idaho Standards for Public Works Q Public Works and Building Department with the issuance of an Construction (ISPWC) Manual Standard Drawings and the ACHD 13. Ada County Highway District will inspect the trench above the Z o electrical permit. supplemental specifications as applicable. pipe zone in accordance with current ACHD standards. Z w ' 15. The contractor shall keep on site at all times a copy of the 20. The Engineer of Record certifies that the plans are prepared in 14. Install sewer service lines prior to street improvements. W approved construction plans on which is recorded the actual substantial conformance with the ACHD Policy and standards in locations of the constructed pipe line and any other utilities effect at the time of preparation. The Engineer acknowledges that 15. Construct sanitary sewer manholes in accordance with ISPWC C7 encountered. The contractor shall provide these locations to the ACHD assumes no liability for errors or deficiencies in the design. SD-501. W design engineer for use in the production of record drawings per All variances from ACHD Policy shall be approved in writing. The o Z section 1.2.j.3. prior to final approval of the pipe line installation. following variances, listed by date and short description, were 16. The contractor shall test all sewer lines in accordance with Z approved for the project: Section 3.4 of Section 501 of the 2013 Edition of the City of Meridian o Supplemental Specifications and Drawings to the Idaho Standards for a 0 NONE Public Works Construction. 17. Where subsurface storm drain water seepage trenches are gencountered, place sewer service lines in a sleeve per SW1 and SW2 0 of the 2013 Edition of the City of Meridian Supplemental Specifications and Drawings to the Idaho Standards for Public Works Construction. 0 SHEET rn 0 N 2 2 C� 1 GENERAL CONSTRUCTION NOTES 2 ROADWAY CONSTRUCTION NOTES 3 SEWER CONSTRUCTION NOTES 4 WATER CONSTRUCTION NOTES 5 PRESSURE IRRIGATION NOTES O U REVISED DATE 4/30/2020 PROJECT NO. C196003 DRAWN BY: R J SMITH CHECKED BY: R J SMITH, PE GRAYCLIFF ESTATES SUBDIVISION No. 1 BOOK , PAGE LEGEND IF LOCATED IN THE NW 4 OF THE SE 4 AND THE SVV 4 OF THE NE 4 OF `�- „ SECTION 25, T. 3N., R. W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO ® FOUND ALtJMINUMCAP MONUMENT N5'21 0 43' � �� FOUND BRASS CAP MONUMENT 11118 FOUND 5/8'REBAR WITH PLS ADA COUNTY HIGHWAY DISTRICT II LND r97r `}.� 2020 PLASTIC CAP,OR AS NOTED STORM DRAINAGE EASEMENT Ly - SET 112"REBAR WITH PLS 11118 SEE NOTE 9 �* O PLASTIC CAP _ SET 5I8"REBAR WITH PLS 11118 03' PLASTIC CAP n pUj Q CALCULATED POINT Q N N 4S BLOCKI � m co - - -- SECTION LINE � w - - CENTER LINE TF =a -- - -- - -- - - EASEMENT LINE • -[ BILTMORE ESTATES SUBD. NO. 3 BILTMORE ESTATES SUBD. NO. 3 T ADA COUNTY HIGHWAY DISTRICT 0' 50, 100, 200' ------------- 8K 112, PGS 16460-16462 BK 112, PGS 16460-16462 or STORM WATER DRAINAGE EASEMENT LOT 1 BLOCK 1 DETAIL `m ca LINE,SEE NOTE 9 _ Z SCALE. 1"=100' ADA COUNTY HIGHWAY DISTRICT Q UNPLATTED S17.3$59 E - - PERMANENT EASEMENT LINE PER N.T.s. 30,14' POINT OF 1 W. HARRIS ST. GP&F INST. INSTRUMENT NO. 26 1'425 N89'26'30"W _ - _ - N89'23'56'W 631AS _ r �, S89'23'56"E 196.37' BEGINNING 1320.30' NO, 9149708 SUBDIVISION BOUNDARY LINE W N$9 23'56"W 493.18' CE 1 16 N89'29'05"W 25 3D LOT LINE Z CP&F INST. 2647,83' �-�� 123.66' 51 72.71 - ' - -- W W NO. 2019-115459 3 U�� N89'23'56 W - , _ - UNPLATTED 1/4 ADJACENT PROPERTY LINE W o � � ' � C� 72.71' SO'36'04„W o 18 LOT NUMBER LU EXISTING PRESSURE IRRIGATION EASEMENT 16,00' + V �,r r I IN5TR NO _ CURVE TABLE LINE TABLE LO a J pF�• CURVE I€ LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION .1 a NOTES Q a s 10 � 0 F- [n \� ` r UNPLATTED G� C1 298.190 359,00' 4735'29" S66'48'20'W 289.70' L1 25,00' S1738'59"E "`I 1-UNLESS OTHERWISE DESIGNATED OR DIMENSIONED,THERE BEFALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND F U) f r � u'i LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE a w G 0 C2 185.99' 741.00' 14'22'52" S50'12'01"W 185.50' L2 5.14' S1738'59"E m CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. �n G 1 G "� !y Q .`�', 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT 1 UNPLATTED / S�'G°r , LOTS 2 & 3 BLOCK 3- �='' `•`-' C3 29.55' 170.00' 9'57'39' N37'09'04"W 29.52' L3 38.00' S57'49'45"W ,,, c� " r cV �i FOR PUBLIC UTILITIES,GRAYCLIFF ESTATES HOMEOWNERS ASSOCIATION INC.PRESSURE 1RR€CATION AND LOT DRAINAGEUj j , I ` �- �' G� SEE NOTE 14 SCR C4 26.26' 23D.DD' 6'32'2$' S35'26'29'E 26.24' L4 38.00' S57'49'45"W m OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE �/ N , H - 2 OR SUBDIVISION BOUNDARY. li W J o } N25'08'46 Way i. S's C5 46,23' 70.O0' 37'50'18" N19'22'34"E 45.39' L5 20.72' N32'1O']5"W 3-ANY RE-SUBD€VISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF LL a 1 } 43.00' �i \` n ` !� 1S1�, THE RE-SUBDIVISION. Q it LL N5'21 p06"W r GNP \ �Tj. �j� C6 258.33' 675.D0' 21'S5'41" N53+58'26"E 25fi.76' L6 21.21' N77'10'15"W 25 3D 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 3W8W1)(b). THIS SUBDIVISION Q Z SEE BLOCK 3 DETAiL \ F E' a 7.43 Cg 5 41' \ �9� `� 2s1� 2� C7 217.64' 425.00' 29'20'26" N57'40'48"E 215.27' L7 21,21' N12'49'45'E 36 31 FALLS WITHIN THE THE BOISE KUNA IRRIGATION DISTRICT,AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID SEE LOT 1 BLOCK 1 DETAIL �. G3, `sjy� �, \` Lill C� �cp- 1 �' �j, IRRIGATION DISTRICT. N I N24'S2'09"W 21.11' 1 �� 9 2' 1i ' + C$ 204.9 400.00' 29'20'26' S57'4d48"W 202.60' LB 3.83' S57'49'45"W CP&F INST. 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE a $cam �, �$� r)a \ NO. 103052681 ZONING REGULATIONS.OF THE CITY OF MERIDIAN. z l ` in v�, y� �Si� F2 ` �`�� y BLOCK 3 C9 219.07' 700.00' 17'55'53" N51'58'32'E 218.18' L9 22.40' N73'51'57"W V a: �` i KrI, p0 ,� ��a �� ! j 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH GROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER w `},� �� yp, p. (1 �]' C10 48.79' 7DDAD' 3'59'37" 562'56'17'W 4$.78' LID 1.25' 56504'53"W UNLESS SUCH RESPONSIBILITY IS ASSUMED 8Y AN IRRfGATIONIDRAIRAGE ENTITY. � yGr g]- `rye �J c FT \ 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NOAGRICULTURALTOM z I �g 44 .ems v� �s *5 BLOCK . Cll 100.13' 1aD.aD' 57'22'20" 529 08'35'W 96.00' Lll 1$A0' N25'08'46"W OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY O w I I �� k 'yam D- n �a. y� ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAG RICULTU RAL ACTIVITIES AFTER IT HAS BEEN IN I S� �y`,n� �gl C12 66,04' 100.Oa' 37'50'18" N7a'37'26'W 64.85' L12 25.00' N25108'46'W OPERATION FOR MORE THAN ONE[1}YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NU15ANCE AT THE �� Q tios ��5-�y1P �s ` BLOCK 3 D ETA I L C13 61.81' 1 D0.D0' 3524'59" N33'S9'4$'W 60.83' L13 38.3D' N387 7'43"E TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS 1 N 1 . 4 h FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY DR EXPANSION o > 'I'S V9 SS.. o 3 :�4; ry6� ��h S. �,� �,�10�7 N.T.S. C14 29.23' 100.00' 16'44'44" N7'54'56"W 29.12' L14 21.21' N44'32'35'W THEREOF. (D v� I r=n a 6 'spy \��' Sy J' n� �� Ci 8-LOT 1,BLOCK 1;LOTS 1,11 AND 16,BLOCK 2;LOTS 1,2 AND 3,BLOCK 3 AND LOT 1,BLOCK 5 ARE DESIGNATED AS COMMON c3fA. } C15 21.13S 13G.00' 91713" N37'47'O2"W 21.80' L15 21.21' S45'27'25"W AREA LOTS TO BE OWNED AND MAINTAINED BY THE GRAYCLIFF ESTATES HOMEOWNERS ASSOCIATION INC.,OR IT'S ASSIGNS, a BLOCKi '� 's- �� z,9•�y0- AND ARE SUBJECT TO BLANKET PUBLIC UTILITY,DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. ALL OTHER LOTS IN THIS 10' c, p"D, C16 20,67' 130.00' 906'39' N47'08'58"W 20.65' L16 30.00' N89'32'35"W SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. Z I- 108.09'- J , ry �i� 51. jss I -N89'32'35"W� '? V * C17 31.59' 130.00' 13'55'18' N58'39'56'W 31.51' L17 30,00' N8932'35"W 9-PORTIONS OF LOTS 1,7,8,9 AND 10,BLOCK 1;LOT 1,BLOCK 4 AND LOTS 1,2,3 AND 4,BLOCK 6 AS SHOWN HEREON ARE 32' a �j rJ�N a S89'32'35"E 131,30' c� �� >6' S SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN I 1'SC14 _ a. C18 40,24' 130.DO' 17'44'03' N74'29'37'W 40.08' L18 21.21' N6'42'17"W FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS. 2' 103.00'- 10' n ` f] o LJ INSTRUMENT N0.20151U3256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS.IF � N89'32' 5"W 03 >- �., o 8 a � 13LOCK 2 rn. C1s 14.03' 130.00' fi'10'S7" N86'27'D7"W 14.02' L19 12.79' N3817'43"E SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE rD d DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND ti a in 103,00- 4.5'I 3 - �Q C20 10.07' 70.00' 8'14'46" S4'34'49'W 10.07' L20 30.00' N51'42'17"W MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. r: I N 54e3 �,�) 09' 46.00' 46 00' w ¢ � F-N89'32'35'W�I a,I, r 1 [ i ti"� ` 10-DIRECT LOT OR PARCEL ACCESS TO W.HARRIS DRIVE IS PROHIBITED. a c`nv I a - I <' I`' 1 n C21 6DA2' 70.00' 4907'34" S33'15'58'W 58.20' L21 30.00' N51'42'17"W v � 31 I s l ( 1ny,z 8 I ip q N o A 7 4� 6.59 11-SEE RECORD OF SURVEY NO.7547,RECORDS OF ADA COUNTY,IDAHO,FOR ADDITIONAL DATA OF RECORD. a °n N -1D3.00'- LJ I ,I�U '� " Mi ,c�+r "� r�r tip"ry 8 C22 63.24' 725.00' 4'59'51' N54168'42"E 63.22' L22 21.21' N8317'43'E s� o, �, 77 }� 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR GRAYCLIFF ESTATES, 1�� t• �N8932'35"W o I [n � z � s i z I ��'s`v pT/r�� S UNPLATTED RECORDED AS INSTRUMENT NO. ADA COUNTY RECORDS. � 10 I �� 3s 09 465' 32 00'-J L}C�$`,I qO/&a�(8�ap Sy�� C23 109.28' 725A0' $'3$'12" N4719'41"E 109.1$' L23 30.00' N$932'35 W 13 THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED o i I 1D3.DD= C1g L�0 f,�'�'� `81 / r� rj9 C24 311.48' 375A0' 47'35'29" S66'48'2O'W 302.61' L24 30.00' N8932'35'W AS INSTRUMENT NO.- RECORDS OF ADA COUNTY,IDAHO. o oUn N8932'35'W o S89_32'35'E 162A9' qD fit? 14-LOTS 2 8 3 OF BLOCK 3ARE COVERED BY AN EXISTING PRESSURE IRRIGATION EASEMENT RECORDED AS INSTRUMENT NO. c�*i o in 9S6 C25 3.65' 130.00' 1'36'32" S57 Ol'29'W 3.65' L25 21.13' S45'41'35'W o0 11 RECORDS OF ADA COUNTY,IDAHO. w -103.00- " 10'-SEE NOTE 9 I . h�.j° �j. C26 44.75' 130.00' 19'43'28" S46'21'29pW 44.53' L26 30.00' SD'S5'44"W h 'v .w CD CD v, I a I 12 1 5' 0 1 �3 , f2r ✓�� y`� 1�.� 'po C27 45.28' 130.00' 19'57'28" S26'31'02"W 45.05' L27 30.00' SO'55'44"W 3 10'I� ��c+t � `ni o N 6 p .". OD•/ yDq�� 12 I� �- ^ Q I N- ` � °� +� / C28 3fi.49' 130.D0' 16164'52" 58'29'S2"W 36.37' L2$ 10,98' SO'55'44"W SURVEY NARRATIVE �+ vi I o N8932'35"W= "� o o rn rn 4R 1 hh Oq D� w I �� 13 z �5, 61Q��( ID 1"q _ *`4 �F {� °�y'`� 13,��6 C29 1OA6' 7D.Dd 8'58'D6" N851D3'32"W 10,95' L29 22,15' S59'22'07"E w � � n 11 1,;' 51.D0' 46.OD' 46.00' L$7.50'�` o, •�� ` y r ' qd �7 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO W } I L]_1 0. 16 L17 , , ti�1f� l�S gh '1b` 14 C30 35.27' 70,00' 28*52*12' N66'08'23"W 34.90' L30 3.9D' S59'22'07"E CONTROLLING SECTION CORNER MONUMENTATION THE PLATTED SUBDIVISION cv I N89'32'35„W 163.D4' N89'32 35 W 230.50 •�,� t22 �O �2•f �'� / Z00 h 1 v 9 BOUNDARY OF BILTMORE ESTATES SUBDIVISION NO.3,INFORMATION FROM Q o m I I cp g� �� C By` L' `°�� %�°� 15 'U& C31 63.73' 70.00' 5209'42" N2Y37'26"W 61.55' L31 46.67' N8904'16"W RECORD OF SURVEY NUMBERS 7547 AND 12018,AND CURRENT DEEDS OF RECORD. o N 2/ 1h'S . THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE Z r I I P . �BLOCIt 2 I d N a!v 0 DQ I- 4 S' 103.4$' ' a� C32 78A9' 741.0D' 602'17° N54'22'19"E 78.05' L32 93.00' S3$"17'43"W RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS 1"l_a Q bc� + c �y 29 C' C N89-04'16"W `�cn SUBDIVISION SHOWN HEREON. 1ST G J O o o cn �'� �. ��' �zs `�- C33 107.90' 741.00' 8'20'35' N4710'53'E 107.81' L33 65.91' N89 D4']6"W �. 'P4 o I azw I III III �y�`'`'��p`l•+� "�Q-.,i-w�n„ 1.5� 8 h Z 1 caNr- N L34 1643' S51'42'17"E 4 N89'0416 W 37.57 CLINTON W. HAN16 81.b a 18LOCC J 5$9 04'1 6"E SO'5544 W 70.98' PLS 18 S89'04�16„E 5.36� n N 1SAo� o oZ 2 a I z LU 7.55' W. WILTON WOODS ST. OF T0� W,HP z I UNPLATTED ' N s S 0 I ADA COUNTY HIGHWAY DENT w WILTON S89'0416 E F I I N89'32'35"W 186.00' v r 1,0 1 o sroRM DRAINAGE EASEMENT n CD co cd SEE NOTE 9 & DETAIL 0 I I n L23 24 BLK, 41 WOODS ST. 5.36' I I J1.33'� f I n� �5� UNPLATTED DRAINAGE Lan �lutions N89'32 35 W 60A0 CD 51.7 STORM DRAINAGE �" " � o . „, /1 1 N89'0416 W EASEMENT----_ t. N02725 E 14.24 8 n Land Surveying and Consulting BLK 4 231 E. 5TH ST., STE.A I MERIDIAN, IC) 83642 (208)288-2040 fax(208)288-2557 J 25 1/4 www.landsolutions.biz CP&F INST. W AMfiTY RD. o NO. 2019-091627 36 SHEET ,108 N0. 18-28 SHEET I OF 3 O N 3 F_ } 1 FINAL PLAT - SHEET 1 O0 N.T.S. REVISED DATE 4/30/2020 PROJECT NO. C196003 DRAWN BY: R J SMITH CHECKED BY: R J SMITH, PE GRAYCLIFF ESTATES SUBDIVISION NO. 1 BOOK , PAGE CERTIFICATE OF OWNERS CERTIFICATE OF OWNERS (cant.) KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN THENCE N 25008'46"W A DISTANCE OF 43.00 FEET TO A POINT ON A CURVE; ADA COUNTY, IDAHO,AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF GRAYCLIFF ESTATES SUBDIVISION NO. 1; THENCE A DISTANCE OF 258.33 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS NON-TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 21°55'41"AND A LONG CHORD GEARING N 53°58'26"E A DISTANCE OF 256.76 FEET TO A POINT❑F REVERSE CURVATURE; A PARCEL LOCATED IN THE NW /4QF THE SE '/a AND THE SW '/a OF THE NE '/4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE � MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO,AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: THENCE A DISTANCE OF 217.64 FEET ALONG THE ARC OF A 425.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 29°20'26"AND A LONG CHORD BEARING N 57°40'48" E A DISTANCE OF 215.27 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID Uj COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF THE SE '/<(E'/<CORNER)OF SAID SECTION 25, BILTMORE ESTATES SUBDIVISION NO. 3; FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SECTION 25 BEARS S 0032'44"W A DISTANCE OF V♦ 2664.85 FEET; THENCE ALONG SAID BOUNDARY S 17038'59" E A DISTANCE OF 30.14 FEET TO THE SOUTHWESTERLY CORNER OF SAID BILTMORE ESTATES ^ SUBDIVISION NO. 3, SAID POINT BEING ON THE NORTHERLY BOUNDARY OF THE NW /4 OF THE SE '/4 OF SAID SECTION 25; Z THENCE N 89°29'05"W ALONG THE NORTHERLY BOUNDARY OF SAID 5E'/4 A DISTANCE OF 1320.30 FEET TO A 518 INCH DIAMETER IRON PIN T MARKING THE SOUTHWESTERLY CORNER OF MERIDIAN HEIGHTS NO. 3 SUBDIVISION A5 SHOWN IN BOOK 62 OF PLATS ON PAGES 6274 AND THENCE ALONG SAID NORTHERLY BOUNDARY,ALSO BEING THE SOUTHERLY BOUNDARY OF SAID BILTMORE ESTATES SUBDIVISION NO. 3 S + Z 6275, RECORDS OF ADA COUNTY, IDAHO,ALSO BEING THE SOUTHEASTERLY CORNER OF BILTMORE ESTATES SUBDIVISION NO. 3 AS SHOWN 89023'56" E A DISTANCE OF 196.37 FEET TO THE POINT OF BEGINNING. a _ N IN BOOK 112 OF PLATS ON PAGES 16460 THROUGH 16462, RECORDS OF ADA COUNTY, IDAHO,AND THE NORTHEAST CORNER OF THE NW'/4 Q OF THE SE '/4 OF SAID SECTION 25; THIS PARCEL CONTAINS 7.78 ACRES, MORE OR LESS, THENCE ALONG THE NORTHERLY BOUNDARY OF SAID NW'/4 OF THE SE'/4 AND SOUTHERLY BOUNDARY OF SAID BILTMORE SUBDIVISION NO. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN W 3 N 89°23'56"W A DISTANCE OF 493.18 FEET TO THE POINT OF BEGINNING; HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. W Z W o THENCE LEAVING SAID BOUNDARY S 0°36'04"W A DISTANCE OF 16.00 FEET TO A POINT; THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF,THESE EASEMENTS 1S V� o THENCE N 89023'56"W A DISTANCE OF 72.71 FEET TO A POINT OF CURVATURE; HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. CL THENCE A DISTANCE OF 298.19 FEET ALONG THE ARC OF A 359.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF O � 47°35'29"AND A LONG CHORD BEARING S 66°48'20"W A DISTANCE OF 289.70 FEET TO A POINT OF REVERSE CURVATURE; IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF 20_ U) J Q Cn � WJ THENCE A DISTANCE OF 185.99 FEET ALONG THE ARC OF A 741.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL AN OF STAR DEVELOPMENT, INC., AN IDAHO CORPORATION 14°22'52"AND A LONG CHORD BEARING S 50'12'01"W A DISTANCE OF 185.50 FEET TO A POINT; W N THENCE S 51'42'17" E A DISTANCE OF 246.17 FEET TO A POINT; U. W J a Q THENCE 5 38°17'43"W A DISTANCE OF 90.63 FEET TO A PRINT ON A CURVE; BY ALLEN LEE CENTERS, PRESIDENT OF STAR DEVELOPMENT, INC. Z i THENCE A DISTANCE OF 29.55 FEET ALONG THE ARC OF A 170.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A = LL N CENTRAL ANGLE OF 9°57'39"AND A LONG CHORD BEARING N 37°09'04"W A DISTANCE OF 29.52 FEET TO A POINT OF TANGENCY; 0 it THENCE N 32010'15"W A DISTANCE OF 45.10 FEET TO A POINT; w ACKNOWLEDGMENT (n z THENCE S 57'49'45"W A DISTANCE OF 76.00 FEET TO A POINT ON A CURVE; TOM z O ,w,, THENCE A❑15TANCE OF 26.26 FEET ALONG THE ARC OF A 230.00 FORT RADIUS NON-TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL STATE OF IDAHO N ANGLE OF 6032'28"AND A LONG CHORD BEARING S 35026'29" E A DISTANCE OF 26.24 FEET TO A POINT; COUNTY OF ADA 5.5. z THENCE S 38017'43"W A DISTANCE OF 98.89 FEET TO A POINT; ON THIS DAY OF 120 BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY cn APPEARED ALLEN LEE CENTERS, KNOWN TO ME TO BE THE PRESIDENT OF STAR DEVELOPMENT, INC., AN IDAHO CORPORATION, THE m THENCE S 51'42'17" E A DISTANCE OF 564,36 FEET TO A POINT; PERSON WHO EXECUTED THE FOREGOING"CERTIFICATE OF OWNERS"AND ACKNOWLEDGED TO ME THAT SAID CORPORATION EXECUTED cr a THE SAME. z THENCE 5 0055'44"W A DISTANCE OF 46.00 FEET TO A POINT; THENCE N 89'04'16"W A DISTANCE OF 37.57 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST o ABOVE WRITTEN. THENCE S 0°55'44"W A DISTANCE OF 70.98 FEET TO A POINT; MY COMMISSION EXPIRES THENCE 5 8900416" E A DISTANCE OF 5.36 FEET TO A POINT; W RESIDING AT THENCE S 0°55'44"W A DISTANCE OF 93.00 FEET TO A POINT; z a U THENCE N 89°04'16"W A DISTANCE OF 51.78 FEET TO A POINT; E NOTARY PUBLIC FOR THE STATE OF IDAHO o z THENCE N 0°27'25" E A DISTANCE OF 14.24 FEET TO A POINT, o H THENCE N 89°32'35"W A DISTANCE OF 60.00 FEET TO A POINT; Q t W CERTIFICATE OF SURVEYOR U a THENCE N 0°27'25" E A DISTANCE OF 46.00 FEET TO A POINT; S I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO,AND THAT C6 THENCE N 89032'35"W A DISTANCE OF 186.00 FEET TO A POINT; THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND w UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE w > a THENCE N 0027'25" E A DISTANCE OF 87.97 FEET TO A POINT OF CURVATURE; OF IDAHO CODE RELATING TO PLATS AND SURVEYS. y O m THENCE A DISTANCE OF 46.23 FEET ALONG THE ARC OF A 70.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF `OAP L LA No ¢ o 0 37050'18"AND A LONG CHORD BEARING N 19022'34" E A DISTANCE OF 45.39 FEET TO A POINT; GIST Of Of q- c/0THENCE N 51'42'17"W A DISTANCE OF 60.00 FEET TO A POINT; a w O 04 o 0 CLINTON W. HANSEN a z THENCE N 38'17'43" E A DISTANCE OF 27.99 FEET TO A POINT; PLS 11118 f 10. Zo M ua W THENCE N 89032'35"W A DISTANCE OF 230.50 FEET TO A POINT; 0 4F �' a 1V W.k 0 THENCE S 0°27'25"W A DISTANCE OF 10.61 FEET TO A POINT; z 0 F o THENCE N 89°32'35"W A DISTANCE OF 163.00 FEET TO A POINT; Ln ions LU THENCE N 0°27'25" E A DISTANCE OF 421.61 FEET TO A POINT; THENCE N 57°49'45" E A DISTANCE OF 264.42 FEET TO A POINT; Land Surveying and Consulting W THENCE N 24°52'09"W A DISTANCE OF 21.11 FEET TO A POINT; 231 E. 5TH ST., STE.A In MERIDIAN, ID 83642 THENCE N 5021'06"W A DISTANCE OF 7.43 FEET TO A POINT; (208)288-2040 fax(208)288-2557 www.1andsolutions.biz SHEET JOB NO, T - fi SHEET 2 OF 3 O N H 2 } 1 FINAL PLAT - SHEET 2 00 N.T.S. REVISED DATE 4/30/2020 PROJECT NO. C196003 DRAWN BY: R J SMITH CHECKED BY: R J SMITH, PE GRAYCLIFF ESTATES SUBDIVISION No. 1 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR W Q SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO .. CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. Z SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CL � Z 0 — M ADA COUNTY SURVEYOR F— W U) LLJZw z W � W = CENTRAL DISTRICT HEALTH, EHS DATE (� W CERTIFICATE OF THE COUNTY TREASURER a I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE ♦^ J J REQUIREMENTS OF I.C. 50-1308, ❑O HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT V W W COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. W a m THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ❑NLY. J 0 APPROVAL OF CITY COUNCIL Q Q U. z 1, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY — z CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: J Z U. T 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER Q Z z w w Z TOM Q o w w ti o CITY CLERK o cn CERTIFICATE OF COUNTY RECORDER cr W z STATE OF IDAHO COUNTY OF ADA � S.S. INSTRUMENT NO. o I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C.,AT MINUTES PAST- O'CLOCK .M. ON U W APPROVAL OF THE CITY ENGINEER THIS DAY OF 20_, IN BOOK OF PLATS AT PAGES a U Z = I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY U APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER F 0 (j U ZO p bA W FEE: Q ace � � 3 cS CITY ENGINEER^ MERIDIAN, IDAHO w w > � w d o m PL LA Np d o /ST 'r y Z q ' 0 0� � c/0w O0 o } CLINTON W. HANSE 0 D z z W APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PLS 11118 �C 9 F ,o� O F cn o THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY ON W.Np' o DISTRICT COMMISSIONERS ON THE DAY OF 120 F U 0 cr LLan ions a w W Land Surveying and Consulting PRESIDENT,ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE.A 1n MERIDIAN, ID 83642 (208)288-2040 fax(208)288-2557 www.1andsolutions.biz a JOB NO. 18-2fi SHEET 3 OF 3 SHEET O N H 2 } 1 FINAL PLAT - SHEET 3 00 N.T.S. — — — -- REVISED I I I I I \ I I I<1 0 \ I --------------- 11 \�L'1 o•a I I I o f 1 , .•_ is 1E•p� I I \ \ G \ o PET \ ` /�------ -- V�V. HARRIS STRE � �\\ \\ X�`;;:\ \�,- - AEG- - _ - - EG PET _ — Ec— - - - Ec - - G� _ MASTER PLAN \,-- / \�yj� cG - - _ EG_ _ _ _ _ EG _ _ EG_ _ EG G — `\ _ _ _ G RAYCLI FF ESTATES PHASE I 589°23Sfi E1320.30 ,—__ '� / 3e2o, /' us� EG / ----�_—�— --�-- �o 0 0 —o— "\ / 1 _ _ —`�'-=� A portion of the SE 4 of Section 2S Township 3 NORTH, Range 1 WEST, Boise Meridian �,o \ \ \\ / / / �. .. // / / ., 4 F � / \\ � ` / �� `\\ \\ / DATE ` \ \\ \ \\ A \ `\\\\ \\ "� ADA COUNTY, IDAHO z, \`\\'IQ 2020 4/30/2020 /,( Ty EP ` \ \\.-`\\\\ \\ \\ �\ \ \\ ✓ `, \ ` ` /�s ,� _ Y �� \ \ \ PROJECT NO. C196003 ' �� 10 \ �* QFr \ �� \ %� / -, ; \` " \`� DRAWN BY: \ \\� R J SMITH \ �Q► 4 • __/ � ,�_ � ,, ,, \ \ CHECKED BY: \ \\ ` \\\�!` • ��\ \\ 2 I\ `\` `\ �' / / ,'' S 1 5 \� \ �`\\ R J SMITH, PE \ % - N., \ \ \ F 21 FUTlJRE MULTI-FAMILY �R 40 ZONING LU II y \ \ orem ` \ I I I� I I I`\ \ \� /yn\ \\\� `\ 1 1 I `\ �\ `\\ \ ♦` U \ I III I I \ � �13 lL BLOCK I I I I I I BLOCK `\`\ \ \\ \�+\ 9� 1 6 m m` `\`\\ Fr \ \ \ G \ (nWZZ \ \\ II I I rj \ L Q 1 \ / \� \s 2 \\`l \ 'OFp \ 5\ 111 \ \ 5 ` / \\ \\\`�\\ fG s \\` \\ LU \T \\ �a�.O 1 \\\ wa / \ � O W U�/w' I I I I F \ \\ \ 2 \\ \ \\\ \\ �\ \ \ \ \ G♦ O I \ \ \ .441. 2 v \ n 5 \ J`` \ LU Cn CI I I I I �� v V A ` 3 r_ ` vv ` AV ` ; v\ ii W �j 1 11 III I I • o�* \\� \\ \\ / \ \\ LL 6 ) 11 `\ I \\`\ L 29 \ I w I I I \ 7 \ \ \ \ — I `\ , / III I I I • P , / \\ \ '\ \ \ 33 `\ `\ ` ` \ Q IIj 9 \ \ \ \\\ 0rw 8 IQ 6 \ ` \ `w 6 \ \ N I1I I 1 -4 I 27 9 10 + \ \ \ Q O I Z �' �\ 10U) ,�'// w \ �II i A w�37 wie1 a \ \ 1 I \ —Y],.2 W. B _= ILL D / _ \ \ m 0 � \ i �III II iit I; I - ---- -- `� �� 2 ' 12D " o 6 0 30 60 120 l 1312 ' 12 a ALE 1"=60' \ \ z \\ `\ /'IIIII IIII 4 i '' II ' II s 4 N 20 �,7.18 14J IIII iIl i 13, 11 13 w �\ \ �II ► i Wl ,\ R1 19 BLOC 3 ° o \ \� I i I i \I °` b0 14 I K4)C \6 \ \ \ 18 W 14; , 29 5 CL 15 17 2 2 9 16 17 18 -4\ `\ 28 \ 6 16 . I .\ \ q� , s � Q o0 : i~ I �F I dId ON WOODS ST. — I / I I ��' Vim/ ILTON WOODS—S� I Fr I — o — g�\o% _ — W. WILTON WOODS ST. O ' Q 111 \ \ 1 �— �\ --n,.,_� 5 �\�\ \\ \\ U Cq O 211.74 \ \\. \ \ O w Z New curb per / I I I I I\ • < a„ „ o 26 RO F / / I Ili v i / Pc<i . a e �/� 1 \ 1 2 3 4 1 5 6 7 9 10 11 12 13 ` /�� ' j l I I \ o - ili 1 I i I ` 25 10 a. �i I i I I \\ \ I t/z �• \ \u \ / I co Ni 1��\' I 1"' 24 11 \`\ ' 3 BLOCK 4 \ LLJII 1 I 1 4 I N _ I R 27 26 25 24 22 7 1`\ c .q 23 21 8 20 19 18 17 16 15 14 a 18' i In ' �O `\ =1 r- I n„�o , \ \ti I _ I _ 23 12 1 30 = 36 - I SHEET / — pu II/ I — I— IV 1 q� ry' 6 / I I IV 1. N ill li i 5 ID. „', 1 �\ �R ; i ' , } 22 O 3IMASTERPLAN v 1"=60' REVISED STREET IMPROVEMENT PLAN 8/// \\\ '\\ \\�♦ \FG\ FOR W. HARRIS ST. , G RAYCLI FF ESTATES - PHASE 1\\\\1\ AI i \\ \\ I 1 I O \\ Fa `\ `\ \\ \ � \ �1, \0♦ \\ \ \\ A portion of the SE 4 of Section 25 Township 3 NORTH, Range 1 WEST Boise Meridian A DA COUNTY, I DA H O 2020 9. so RiMMy \ l FG\ \ 1 \ x DATE 1 / A/, \ / � � i Project Benchmark 20 0 10 20 40 i I 11 i` / / r \ \\ \\ i/ \\ �� \` \\ \\ -\// �13""" Ev�'\ \\ / \FG g / 1 ~ 4 30 2020 Ah Existing Sewer Manhole Rim N / \ ------ --_ \ \ ti / ` \ Elev. =2716.59\ \< \ r\ \\\ \ ` _ \ `�� \ I C / PROJECT NO. \\ 1 �\\ \ a / - \ 30 / C196003 27J2 \ X/ SCALE 1"=20' I II I I 1/ ° "\ , \ \ \ \ \ 1 \� \ N ,/- l FG \ S> \\a\ \' d ��/ / DRAWN BY: �A \ \\ �� 1 \ \ >`1 \\ ` ♦ I / / 4 / R J SMITH \� \\ \\� \\ i �\ /'\ \ \ �__ `----- - \------------ o �l o / CHECKED BY: 4 Approach with detached sidewalk ._-- \ ♦ FG 16.15 "'f� o �/ / p R J SMITH, PE per ACHD Supplemental SD 710C 15..73`\ \ reC B59 , ° STA 1+00.00 I O TBC(Ex) / /l O l ----------------\ \ / `\ I � 1 15.31 STA1+50.00 18.00R _ rSTA 0+41.33 � / I� Cy 0O cp FP\ < TBC x \ '18.00R \ 1 18.00R > ♦♦ l \ --- 1 STA2+00.00 ° ♦ ° _�i ,----/ }0 �� 1- /` \ \ \ \ \ 1 \ \ z t- \ 18.00'R --- z\ 16.09 � -- _1- \\\ \\ \\ \\ \\ --- --- TBC - 1 / 03 - CL - _ =ec�r-� _ CL I a�16.52 \ - \\ \� \\ \\ Install sidewalk terminus barricade \\ \\ \.\_ \\\ i=�'�Wd / STA2+4886 °� 12} 15.25 E per ACHD Supp SD-1132A \\\ \\ Pedestrian ramp 1 ' 18�0'R i / ;;,,'Wl CL � \ G \ I ♦ , / \\�� \ \ % _ / / � _ per SD-712A N TBC Inlet Catch Basin#1A per �� - 2� S F m sP Install roadway terminus barricade per ACHD \ \ \ STA3+00.00 °_= _ ♦ 8, F%�,we \�14.86 i o / ♦ n� M r \ ACHD Supplemental SD-601 ` 13.86 \ _ \_ _� / Eo 16.15 8"i� doh", Supp SD-1132B with"This is a designated ` _ 14.05 R - L / >~ o /wr,Z s9, e See schedule this sheet \ TBC _ _ ?i 15.13 TBC collector roadway. This street will be extended �- • - ` ---- SrA3+g2.49 I 13.91 TBC �3 // - � �Y9q � ' STA 1+00.00 `� TBC Ex / ---�-- \ c 1 O 8a \ \ ----- Pedestrian ram STA3+90.00 E / . and widened in the future sign attached ---- ----- - - p--___\ 18.00'R I TBC - -/� � �� 1531 STA 1+50.00 18.OQ'L STAG+40.90 ° �• � \ / //r i �• \ / 1 1 \ \ \ V per SD-712A 13.25 �13.80 STA3+76.37 18 14.4> / �� TBC 18.00E \ --\\\\\1 \ \ 0 18.00Y -\ ♦♦ y\ , • 1129 TBC 18.00'R C fc ----- --------- -F-I- _ `�- \ F /\ \ \ 12.79 TBC \ TBC - / i - --- STA2+00.00 32 If 12" PVC storm drain pipe to STA4+50.00STA4+00.00 18.00'L ____ \ I I I I \ \`- _ ! \\ (n o TBC STA4+95.87 \ 11. R W(12 �1399 4_� 14. 1 I I I I�1 ` `� \ �\ LU sand and grease trap at 1/o slope STA5+14.00 18.00'R \ \ 1 18.00'R / E i / TBC Valley gutter I I I p!(� >zj \ V ♦ \\ W \ p 0 °o c^ 13.57 a _- T\ �� S / / / / STA2+46.17` per I \ `>\ \ \ Inlet Catch Basin#16 per o \ 0.i�1° 16Q L / \ /O/ ACHD Supplemental SD-601 ac 1307 13.19\ - \ 14.47 �6 \ \ ■ "� CL 3 CL� 2 CL Valley gutter / \ / I _ _ \\ \{`: \\ \ I See schedule this sheet CL TBC ' \ / `4,,; , �\\\ \/ i - - - �/ 34 per SD-708 ApA15 ° \ SrA3+00.00 / j \ qY I �✓ // `` /� ` \\ °I = LL // ` \\ \ 5 If 12" PVC storm drain pipe to 11.79 5+00 0 H 14.27\ 18.00'L_ _ o rBC 12.81 S 1275 12.92 • // \\ // ��` Z rr \ sand and grease trap at 1/o slope TBC Gune/Li ° 13.96 TBC 5) , I , Q // // r 0" STA 5+14.00 GullerLip / I a rBC STA 3+50.00 _ s 18.00'L STA 5+11.67 TA411 • \ \\ TBC TA 3+60. 6,1600'L \ \ \ TBC i \ \ STA4+00 .91 1800' �\ 1/ ■ O s / 7$ O'L .I8 __STA __ - - 12.77 � 18.00E Pedestrian ramp \ 10 \\ // r - - \ \ \ --- TBC N e N . Q per SD-712A , ♦/1 LU Z /�/ // / r84 Monitoring well (typ)- \ \ r♦ / _ - STA4+97.07 13.29 TBC 18.00'L \ \ \\ \ \\ 89_0- ---- _ PI("),13851 CL 13.65 TA4+30.651 `� \ \`� \\ LU LU 1 0 1 // See Detail 4 Sheet 11 for 1000 1 TBC N25.52L \ \ 2 I / g / \\ 13.22 / \ � ` \ INLET CATCH BASIN SCHEDULE Cn rr , o r Seepage Bed#1 \ gal sand and grease trap#1 5 /3s STA4+38.89 \ / I r // / r Depth =6' TBC 13.45 39.62E Pedestrian ramp \\ \ J Gutter Flow(cfs) ..� r p 3.04 STA 4+86.02 TBC \ \ - a r�� i Top of bed elev=2710.25 \\\ \\ \ onitoring well(typ) TBC 44,89E STA4+39.85 per SD 712A \\ \\ Basin TBC Sump 12" Inv. Out 12" Inv. In 25 Yr 100 Yr ■ I.i / // / 18" Inv=2708.25 \ \ STA4+92.84 47.94E \ \ \ ti\ti 1A 12.79 09.25 10.25 (S) N/A 0.47 0.66 / r /// r r \ \ Pedestrian ramp 320 \ �_ \ \ z / rr // r PI(6) See Details 1-3 Sheet 11 \ \ \ 2794E \ \ 1B 12.79 08.93 09.93 (S) 09.93 (N) 0.71 0.99 O W / / \\ per SD-712A TBC / See sheet 8 for S. Graycli f q \ \ U Drain Rock Volume=8,010 ft3 \ STA4+8630 0 Way Improvements Void Volume-3,204 ft3 \ Install sidewalk terminus barricade 4P50L I� ti \ \ �, U C \ per ACHD Supp SD-1132A w \ \ W LU N 0 Z 1 STREET IMPROVEMENT PLAN - W. HARRIS ST. L,L OC W O 1"=20' LL C 5 Centerline Existing Grade 2713.98 2714.37 2712.75 2712.32 2712.63 2712.95 2713.21 2713.46 271 .71 2713.97 2714.30 2714.66 2715.28 2716.50 2716.71 Z Elevation @ 50'intervals = LL CC V1 Q C Z W 2 724 2 724 ~ H W W W Z Z QO W W W ti OC Cn `� H 2 721 O 2 721 Cn Z V) x o- w 2718 / �. 2718 0 ec O K19NTERLI E --- - � U X -0.84°° 2715 `��'.o E _ __--- 2715 U V ° W ENTERL - __ - GRA E@C `\ -0.75° _ _ ---------- ---- ---------- o 0 � -- -- W 2712 DRO INLET 2712 Q U 0. Elev=2710.25 'Z \ Top of Bed a EXISTING22' GAS PIPE - __-_ _-__- 2709 2709 w r Elev=2708.25 GREASE TRAP STA 3+99.35 __- ---- Y z ____- - - - _ aterial e draining Q N } __ - - - - _ _ _ - ---- to 8 " below-9 oun su � z o o - STA4 NEW 2"WATERMAIN ---- --_- -_---___ --- �w 04 2706 _ _ - --- - - --- 2706 v o } ---- -- aterial69" _ _ ---- ---- Z __-- a Z __--- W rou d surface Elev=2704 25 - -- - „ z j -8 - below EXISTING 24 GAS PIPEof Bed a z 2 703 _ S A 3+78.49 2 703 0 F Bottom of Sand U 0 O a w a � 2700 __ -- 2700 w _ --- SCALES nal high roun__wa er __-- �, --_ -- __-- W. HARRI __--- ---- ------- >15' elow gro nd su a e ►� dwat r ---- --- HORI . . 1 = 30 2697 _ _e_as_o al hi h oun_ __ __ ____ ---------- >15' b low ground su a VER . 1 " = 3' 2697 SHEET " 8+40 7+80 7+20 6+60 6+00 5+40 4+80 4+20 3+60 3+00 2+40 1+80 1+20 0+60 0+00 7 2 } a 2 GRADING AND DRAINAGE PLAN - W. HARRIS ST. 1"=20' Install sidewalk terminus barricade �� ----__, / / __1 VCri / REVISED per ACHD Supp SD 1132A STREET IMPROVEMENT PLAN 14.40 FOR GRAYCLIFF/COLDITZ ' '`°' = ' Install roadway terminus barricade ° \\ `\ 1447 per ACHD Supp SD-1132B with G RAYC L I F F ESTATES - PHASE I ' L , "This road will be extended in the - E° \ / �� '�% future"sign attached 1 See sheet 7 for W. Harris St. 1.99 1.16 i A portion of the SE 4 of Section 25 Improvements TBC TBC \ , �� ,' ,Pedestrian ramp STA 1+40.15 ' 14.23 Township 3 NORTH Range 1 WEST Boise Meridian \ . , Q / , STA / \ Install sidewalk terminus barricade u , e�� per SD-712A 24.5H reC ADA COUNTY, I DAHO FC ' %/' 1388 � _ w�4.�0L ° per ACHD Supp SD-1132A 2020 \` 5 \,\ ' \\ TBC `��14.23 \ f w \ \\ STA 1* Q / DATE r 2450'L 14. 3 �\ <\71 �ti 1 \ �\ / i ♦ � CC . C TBC 3 / �/ //r/� �� °/// \ STA `% / / 3 / / / / ti 13.98 t9 O� 3650' 1 , / `d / / v 4 30 2020 CL 140 PROJECT N0. 1354 13.4 13.93 \C� i' / "Ma /r \ TBC TBC ' TBC Pedestrian ramp per / ,/' / ' r , STA 0+18.86 STA 0440,55 / / // I C 196003 STA 1+39.46 c'X 14.0 1397 SD-712H (Type H5 Zi ,' 10 / / 5384'L 256T 1/ o - ( Yp ) , / / / p ____ K 2840R ° CL TBC -�/� ' _ I- \ m \ 1344 _2713 378 STA2+08.59 _ /'/ / // / f / / __ __ DRAWN BY: TBC TBC "`O � r� ,r/ �.° 6°/ ��--- _� � Q 6 02 / / . R J SMITH STAO+48.85 STA 1+24.15 - r' ,r'/ / 14/" /// 3A� ° 24.50'L °24.5' 1396 .13 , ,/ �ii ' / �ti / I _ rec //' I CHECKED BY: TBC ° STA2+1205 / / / ,' /' / I I r / \ / r on STAO+2654 12.93 1329 STA 1+96.72 ,' R J SMITH, PE 34.44'L CL 1650R \ GutlerLi 20.40R TBC 13.22 78C I STA 0+4329 I \ y\ \ r / \ ti 8 STA 2+50.00 II - Pedestrian ram I n / \ \ / \ / 381 / I I n 12.75-006 24.50R320 ti per SD-712A `i l l ,o e`� , 2 GUfferCip TBC STA2+50.00 N T I� f I o z l l d �.''' ' \\1 1307 ^ ° STA 0440,86 16.50R ^ ' a e \• I ` V I I I I cn _ / /, /r �/ �� 2 // CL III, 1304 24.6 R �� / �/ - !30 Oi 15 30 / / / & i �\ 11 TBC r / / / tie �`-- / / // \ r \ e STA0+25.7830. , �I 129`; / TBC ' I A ' X 1369 / STA 3100,00 ' I N TBC ' 361 ' o r Seepage e Bed#2 I I See sheet 9 for W. Bro hill I I r r r \ \ O r o CC 1650'L p g I Y F_ STAO+21.29 O /�rBC r Depth =6' Dr. Improvements l / , , , STA 3+00.00 I f f 1 I / ' ' / \ 34.11 R �. a I I L J r 12. 1 \\ , / p I / / To of bed elev=2709.88 Q I / r / / ` \\ �ti3 i / 1650R / Install sidewalk terminus barricade 2. .� TBC \\ r / / / , Ed 18" Inv=2707.88 F , ti� / / / See Details 1-3 Sheet 11 I p pp \ - TBC STA \\ /' tia'/ // /\ ' I per ACHD Su SD-1132A Drain Rock Volume=8,910 ft Q STAG+13.52 � 4843R � � ,' ,�/° h/ / , � s s I i Install roadway terminus barricade O LU 50 9'R \ / / / m Ati° Void Volume=3,564 ft Y � / // �\ 1340 • i per ACHD Supp SD-1132B with 1 r 14� r Pedestrian ramp per // TBC This road will be extended in the V �\ °' � '' '� / / 134 SD-712H (Type H5) 1385 I .� I \ / / / r STA Inlet Catch Basin#2A per . \ p TBC I I future sign attached 1340 CL 1650' ACHD Supplemental SD-601 Monitorin well t � 1385 LL rec pp g ( Yp)1 STA Z 1356 TBC a See schedule this sheet 36.50'L Pedestrian ramp per STA 3+01.44 "ej \ ° TBC 1393 STA 6+40.45 LL _ w I / / \ \\ / / / / / / �' SD-712H (Type H5) / / \ \\ r °� / / , /i 16.50R� 321 STA 5487,45 CL 36.5H Z TBC 1650'C l a Q \/, ° / / �y//r ,/ STA4+00.00 1300 13.21 13.41 a 1385 13.99 13.74 t 1 Q i\ � r ,/ 1650'L TBC TBC TBC TBC TBC STA4+51.57 STA5+000 STA5+50.00 �A7+5756 ' �\' 29 If 12" PVC storm drain pipe to 1329 r ° ° 13. 0 STA6+60.45 STAG+93.87 p p � 16.50'L 16.50'L 1650'L ° W(12") v i� r 16.50'L 1650'L 16.5H \ // °'' /,' ,;/ sand and grease trap at 1%slope o CL � � 1 W(1� CC wkI/) /� I i ri \\\ \\ r'' �1 \\ j\ ;'''� • / ��/ / /'/�^1 _ J. COL ITZ WAY Valley gutter per SD-708 14.07 (n W Z a \\ 1309�� - - 1.29- - 1349 - --1369-- 13.I -1388-- /�'� 1321 5+00- �-- �� _ - CL - - ♦ 1382- W w z I /r II / // \ / \ // �) \\ _ / ,i' / r'r' TBC N CL CL 99'O" CL 6+0 CL CC CC w Y 00 CL r n i I II I �� j \\ / \\ ,' 1 ' ,' ' \ / r'r' STA4+00.00 �' Q W V ,� I / ` , \ r \ ,' 1 ��'\ , ' \ �/ \ / .� r 1300 13 1341 1399 7 Q ' a a i I I Sri /'\yIJ/ ¢ �/' \\� i y \\ ' /� / �// Fv'�', 4If 12" PVC storm drain pipe to TBC 0o TBC TBC_, - TBC TBC TBC TBC sand and grease trap at 1%slope 7A4+51.57 STA5+00.00 STA5+5000 STA6400,00 S7A6+50.00 STA O / I I� INLET CATCH BASIN SCHEDULE \ /c° /\ / , g p p 16.50R7.56 F_ z r � \ , \ //, , 1650R, ) 16.50R � 1650'R 16.50R 1650R 16.50R / W /1� / i r I ----- - - -- ------- --------- 16.50R U) r I( Gutter Flow(cfs) y / \ �', , �_- _ Basin TBC Sum 12" Inv.Out 12" Inv. In 25 Yr 100 Yr ' / / See Detail 4 Sheet 11 for 1000 p z Inlet Catch Basin#26 per 4 o r I( p / / / gal sand and grease trap#2 Monitoring well (typ) 4 I 2A 13.25 10.00 11.00(W) N/A 0.47 0.66 �,/ , / / �,�,/ 5'0" ACHD Supplemental SD-601 10 5' w � I / 2B 13.25 09.71 10.71(W) 10.71(E) 0.71 0.99 �/' r'�\ /� \ / r' �; Monitoring well (typ) See schedule this sheet Install sidewalk terminus barricade 10 W W ,/ y/ / \ ' ,, per ACHD Supp SD-1132A Uj 1 STREET IMPROVEMENT PLAN - GRAYCLIFF COLDITZ w j 1"=30' U a � Centerline Existing Grade 2712.85 2712.90 2712.99 2713.35 2713.17 2712.91 2715.02 2712.86 2712.74 2712.96 2713.13 2713.27 2713.26 2713.23 2713.20 2713.24 2713.39 O i Elevation @ 50'int rvals J = a � X V � � a W 2724 2724 W (n Z ZTOM W Qo � DC ti w 0 w 0 2721 La ��4 �� 0 2721 M CL � 2718 G�� o � ' � � •O� . . X 2718 0do- W O k O � •� �` �G J • O 2715 O .� ,- 2715 W -21:5p 3 0 0.6 NEW C NTERLI E--__ _ 75°0 /, -0.4 0 --- ----- ---- ---- ----- ---- ---- ----- ---- ---- �� 2 ------------ ----- - ---------- ---------- 0 - --------- - o o 2712 EXISTING GRADE @ CLDROP INLET EXIST NG GRADE @ CL 2712 to Top of Bed Q g r�i a CL i \,• 12" Pip Inv. - ilR z 2709 ��• O • • NE 12"WATER MAN GREASE TRAP--' SEEPAGE BED 2709 O N NEW 00 m �� ---- - ---- STA1+53. ----- ---_ - k ^-- ----- - STA4+05.34 -- ---------- -- - ---------- ---- ------------ --- -------- ~ ¢ J J• ----- - - - - - - �- r e ra i n i n _�� 2708.26 z V) Free draining mat rial Z o 00 ,� •� d surfac W o00 2706Ir - --- --- -- - - --- ---- ---- ----- ---- ---- -- 2706 o i ----- ---- -- -------- --_- --_ ---- ----- ---- ---- ----- - Bottom of Bed a M � Elev= 702.13 Zn 0 2703 2703 NEW 8"SEWER MAIN 0 0 STA w NEW 8" EWER MAIN INV.=2705 45 STA 4+2 .54 2700 INV.=2 04.39 2700 W 13: ALE 0 Ir _____ _____ _ _ G YC IFF/C LDI Z Season I high groundwate ___ --_ -_---___ ____ __-- -----Seasonal high groundwater-- - _ ----- - - - - - -- - - >15' belowgroundsurFace --- ---- ---- --------- ' belowgroundsurface H RIZ. . 1 " 3�' 2697 VERT. : 1 " = 3' 2697 SHEET 0 " -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8 } 2 STREET PROFILE - GRAYCLIFF COLDITZ Ov 1"=30' REVISED STREET IMPROVEMENT PLAN 1(4 FOR W. BROYHILL DR. ' �3'' . 3\ \ ' P ' �\ \\\ \�\ \ \ \ \ ` GRAYCLIFF ESTATES - PHASE I \ \\ c\\ \ P1(4" \ A portion of the SE 4 of Section 25 Township 3 NORTH, Range 1 WEST, Boise Meridian ADA COUNTY, IDAHO 14.65 2020 TBC 14. TBC \ 14.89 Monitoring well ty ) STA2400,00 \ \ \ �� \ / See sheet 10 for S. Colditz r STA2428,13 TBC \ 14.49 16.50'L \ \ \ \\ \ Way Improvements TBC ° 16 STA2+50.00 ,Z 15.13 �3 \ j \ M \kP y16.5H \, TBC1552 /14.43 STA 1+62.09 ( ) DATE \ I TBC 16. 0'L - ° STA3+0000 Fc\ 153 =TBC 14.73 - 14.86�� 16. 'L \ TBC .STA 3+86.35 % 4 \\ \\ l STA 1+50.00 2+0 CL CL 14.97 \ \ \ \ STA3+5000 1650'L / Install sidewalk terminus barricade / / /30/2020 \ \ �90� 16.5'L _JCL \ \ \ (8') 16 'L \ 15.58per ACHD Supp SD-1132A14.57 TBC M Pedestrian ram PROJECT NO. -. 14.19 �`0 p per '14.51 S 3+ 1521 \ F� \ STA4+0235 1577 SD 712H (Type H5) OO� C196003 \ Inlet Catch Basin#3A per- TBC 14.65 \ \ \ p C 4.78 C: \ --�_ \ 16 0'L TBC 1 O/. \ \ ,1 ACHD Supplemental SD-601 STA 1+00.00 II �/ / TBC TBC 4.89 ° �,� 1545 \ �(� STA4+50.00 � I 1661 \\\ \\ \\ \ See schedule this sheet 1.50' 14.49 2+00.00_STA2+28.13 TBC \ CL \ \ �\ 16 '[ 1597 i TBC �� DRAWN BY: \ \ \ \ •� iTBC 16.50R ®16. STA2+50.00 \ \ S - \ TBC 1605 15.13 Fc 541 _�� 15.65 \ O`_ STA 5+00.00� pp STA 5+8566 \ ` \ • (� ° TBC ,STA 1+6209 � 16 TBC 4 r TBC 1635 10L R J SMITH \ \ \ 1385 `w� 14.27 1650R 5" �1520 \ ° Gutter Lip �CL �R_ W(87 '° 1650'L STA5+19.25 TBC TBC / STA1+50.00` STA3+00.00 \ �� STA CHECKED BY: lv \ TBC x TBC \ 5 5� 1 OL STA5+74.92 1641 \\ 6, \`\ \ \ STA 0136,50 C 1 50R 4 16.50R STA 3+1346 � �\ \ �\ CL • 1 5'L 30.2' TBC \ R J SMITH, PE \\ \ \ \ 1650'L \ - STA 5+78.56 \\\ \\\ 69 1356 �' �`gl/� v�/ ° 141g \ Monitoring well (typ) 13 16.50'R \ 0 16.1 C6 1557 16.05, �� 4413'L CL Install roadway terminus barricade ti TBC 5+00 CL 16.13 TBC I �: TBC \ STA5+50.00 per ACHD Su SD-1132B with TBC 15.50 STA 4+00.00\ CL i Supp \ STA0+16.50 14,03 Pedestrian ramp per \ 577 „ \ ` STA 1+00.00,p Seepage Bed#3 TBC 16.5OR ° S 1650'L \ �i \ , 36.50'L � 15.50 TBC y� / This road will be extended in the 13.93 j 1650R 13�' ti SD-712H (Type H5) o G ADS g 1s52 \ 1. 5 L O� / `- '`� 1661 future"sign attached \\ \ 2 � Depth =6 STA E K TBC TBC \ STA4+5000 597 L \ �B/ CL g CL Top of bed elev=2712.25 3650'R 1578 \STA3+66.46 \ 16. TBC \ 1� TBC i 29 If 12" PVC storm drain pipe to \ -4 �- STA3+8646 16.22 1350 18" Inv=2710.25 15.55 CL 36.50R \ STA5+00.00 TBC STA6+0373 " ° Monitorin well (typ) n 16.50R \ \ TBC . 16f0 7768'L \ \ � sand and grease trap at 3.8/slope Gutter[i ql° �- g See Details 1-3 Sheet 11 TBC [ 1555 _ \ \�, 16. STA5+19.25 � � Install sidewalk terminus barricade \ 3 Pedestrian ram per 4 STA5+5984 Gutter Li \ \ 1379 P � O STA TBC p p \ 16.50R 16.37 P \ per ACHD Su SD-1132A ' Drain Rock Volume= 12,780 ft 16502, v °� pp Inlet Catch Basin#3B per Void Volume-5,112 ft3 48.50R I STA3+8646 SD-712H (Type H5) \ 13 48,50' \ \ r8� 16.28 \ \\ TB45 C ACH♦ \\ \ \� STA 0+ 50 \ 1 \ \ 6 pg 6 STA 6+01.55 \♦ �\ \\ \ 1650'R See sDchedple his sheelemental t \ \\ \ \ \ \ \ 16.Q TBC TBC 00 3. 9' \ STA \ \ Install sidewalk terminus barricade STA5+78.96 X 16.45 \ \ \ \ \ Pedestrian ramp 16.5'L \ CL \\ \ \ Fc \ 1649 P P \ \ \ per ACHD Supp SD-1132A 1538 per SD-712A \ (STA5+81.06 Pedestrian ram per \ \ 4 If 12' PVC storm drain pipe to 1385 C[ \ \ 16.37 SD 712H (Type H5) ■ See Detail 4 Sheet 11 for 1000 � p 1.502 �\ \♦ \\ �o ` 'O � p p TBC gal sand and grease trap#3 ` 1530 ♦ \� \ sand and grease trap at 1/slope q TBC I I I 1 15.30 \ \ \ TBC F STA3+3746 I TBC \ \ STA6+0000 '� ;654 o TBC 650'L \ STA 0+16.50 �/ CL STA 6+18.31 \ \\\ \ \` \ 3.50'R 8578'R STA3+66.46 Install sidewalk terminus barricade 16.50'L \�� \ \\ 0 \\ 0 15 30 60 �\ , ' 85.78R F� F� X Install roadway terminus barricade I per ACHD Supp SD-1132A \ \ \ 16.43 657 \\ ♦ \\ T See sheet 10 for S.Colditz Y \ \ \ TBC TBC Q J Way Improvements per ACHD Supp SD-1132B withLU \ \ \ y p •� STA 6+10.29 \ STA 6+50.00 "This road will be extended in the \ \ \ \ o \ \ \ 1650'L 1.50'L \�\\ ♦ \\\�\ �aa \\\ CA E 1"=30' \ future"sign attached \ \ec \e \\ �;\ CC65 ^ ■ 1 \ c t \ \ \�\ ♦ 1.57 Install sidewalk terminus barricade SCT 6450,00\ \ per ACHD Supp SD 1132A T i O 16.73 16.81 1673 � .. TBC CL TBC Install sidewalk terminus barricade STA 6+90.52. `65� STA6490.52 v \\ \♦ \ \ 1 J \ O 1 per ACHD Supp SD 1132A 1 \\\ 0 1650'L ■ W �� ♦ \\\ \\ i �` \ \ \ \ \ \ W o \ \\\\` \\\\ \\ t \ `� Install roadway terminus barricade ♦^ \� \ CL \��`� \♦\\�\\4 \\\` \\� ''�� \`pl ` pThisCoadSupp ll be a tended in the v♦ \ \ Q a � i ` \ \ `\\ INLET CATCH BASIN SCHEDULE \ \ �G \ future"sign attached �\ \ \ \ O 3 �\\` \\\ Gutter Flow(cfs) \ `� \ \� \ \ \\ \ \ U \ \\\ Basin TBC Sump 12 Inv. Out 12 Inv. In 25 Yr 100 Yr i \ • \ \ \ Cn W \� ♦ `\ 3A 14.10 10.85 11.85(S) N/A 0.47 0.66 \ \ I \ \ \ \\ \ CI) W \\� �N \\\\ �b 36 14.10 09.75 10.75 (S) 10.75(N) 0.71 0.99 W i \ \\ ♦ \\\ \\ c �- / 1 STREET IMPROVEMENT PLAN W. BROYHILL DR. 1"=30' �i Centerline Existing Grade 2712.85 2713.33 2713.82 2714.17 2713.17 2712.91 2715.02 2714.99 2714.98 2715.15 2715.56 2715.99 2716.25 2715.81 2715.92 i Elevation @ 50'int rvals T J = Qa. Z W 2724 2724 w Z � � � z w �Z ap W � � ��4 ��\ Q � � W 2721 G rn 2721 N .� kco W �'-� `� CL en 2718 �. `? CID 2718 0 w �, c5`o NEW CENTERLINE %° W �o rn -- --_- _ ____--- --- -------- --- -- o .0 0.45 0 - EX STING GRADE L 2715 c9 `s - 0.45% _--- 7 5 �0 24% 0.74°L _ __-- -_-- ------ ,2 °° IXL�-- EXISTING GR U _ O O Elev=2712. 0 W 2712 t Top of Bed 2712 Q ct CL �x X� NEW 8"WATER MAIN ---- Ce J• c�C� Q EIev=2710. 0 STA3+60.46 C6 �� J� 12" Pipelnv. INV.=2710. 2 --__ -_---- __ ___ -------_ Free draining material 69 2709 S EPA E -- ----- - Free raini ----- 69 ---- _------___ _ 2709 W Z o J - -_ EIev=2706. 0 W O o o 2706 �� ART _ - -- Bottom of Bed 2706 } Z M W 6 z Elev=2704.50 Bottom of Sand x a 0 2703 2703 O F U 0 O K a _ __ _ __ Seasonal iq groundwater 2700 ____ Seaso al high g oundwat r - ___ - ---- >15' below ground surface N __ ---- -- >15' below ground surface 2700 w ------ SCALES -- - ---- W. BROYHILL DR. - - HORIZ. . 1 " = 30' J Q 2697 VERT. : 1 " = 3 2697 SHEET 0 " -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 9 } 2 STREET PROFILE - W. BROYHILL DR. o 1"=30' iv X o X r REVISED O N (D 0O M 7 M M -h CD rt 3 rt rt 23 61 fl1 f° 7 78' 50, 49' 10, 5' 8' 36' 8' 5' 10' 6' 5' 8' 2' 24'-6" 24'-6" 2' 8' 5' 6' 1' 2' 16' 16' 2' 1' z Center crown between curbs o 2 Center crown between curbs o 6 2% Max 6 2% Max2/o Max 2/o Max r 3130 1 ' 6"TYP. 3 Cl 1 6"TYP. 3 i 4 4 5 5 DATE TYPICAL CURB AND GUTTER SECTION TYPICAL CURB AND GUTTER SECTION 4/30/2020 N.T.S. N.T.S. PROJECT NO. LEGEND C196003 LEGEND DRAWN BY: OCrushed aggregate base course under curb and sidewalk. Refer to ACHD Supplemental SD-709. R J SMITH OCrushed aggregate base course under curb and sidewalk. Refer to ACHD Supplemental SD-709. O 6"standard curb and gutter per ACHD Supplemental SD-701. CHECKED BY: O6" standard curb and gutter per ACHD Supplemental SD-701. O3" Hot plant mix asphalt concrete surface course. R J SMITH, PE 0 2 1/2" Hot plant mix asphalt concrete surface course. O4" Crushed aggregate base or leveling course. 0 4" Crushed aggregate base or leveling course. O17" Crushed or uncrushed aggregate base course (6" minus pitrun.) 0 11" Crushed or uncrushed aggregate base course (6" minus pitrun.) O 5'sidewalk per ACHD Supplemental SD-709. O 5'sidewalk per ACHD Supplemental SD-709. tD 10"topsoil (min.) 0 10"topsoil (min.) NOTES NOTES (-AAll construction shall be per ISPWC specifications. - All construction shall be per ISPWC specifications. O Street profile grades 0.4%minimum unless otherwise approved by the owner. BO Street profile grades 0.4%minimum unless otherwise approved by the owner. Right-of-way widths and street widths set by local policy and type of use. ♦� Q CO DO Minimum asphalt and aggregate base thickness set by local policy and type of use. Actual thickness shall be Right-of-way widths and street widths set by local policy and type of use. V♦ — designed by the engineer based on the traffic index and R value of subgrade soils and approved by the local .� DO Minimum asphalt and aggregate base thickness set by local policy and type of use. Actual thickness shall be agency. Z designed by the engineer based on the traffic index and "R"value of subgrade soils and approved by the local = Z EO Minimum concrete pavement and aggregate base thickness set by local policy and type of use. Actual thickness agency. shall be designed by the engineer based on the traffic index and "R"value of subgrade soils and approved by the EO Minimum concrete pavement and aggregate base thickness set by local policy and type of use. Actual thickness local agency. shall be designed by the engineer based on the traffic index and "R"value of subgrade soils and approved by the 0 Standard curb and gutter recommended,with roll curb use based on local policy,see Section 700. — local agency. A/ U) FO Standard curb and gutter recommended,with roll curb use based on local policy,see Section 700. 0 Concrete sidewalk required width set by local policy and type of use. See Section 700. Uj Z J 0 OG Concrete sidewalk required width set by local policy and type of use. See Section 700. HO Street corner radii sizes set by local policy and type of use. W W Q 0Super elevation,vertical curve, and horizontal curve requirements based on sight distance,vehicle design speeds, HO Street corner radii sizes set by local policy and type of use. and set b local policy and type of use. W Y p Y YP a 0 a 0 Super elevation,vertical curve, and horizontal curve requirements based on sight distance,vehicle design speeds, O Z and set by local policy and type of use. � v) U � U) WW W 3 49' STREET SECTION - W.GRAYCLIFF WAY SD-801 1 TYPICAL 36' STREET SECTION - W. HARRIS STREET SD-801 W - LU N N.T.S. N.T.S. Uj Z Z LL ; Q a) U Right-of-Way Width=60' s a s n Street Width back of curb to back of curb=33' -* J Z rt s 3 I— o m o ° m 0 78' d w m �. a Z 49' TOMZ 6" 5' 8' 2' 14'-6" 14'-6" 2' 5' 6"8' Z 6' 5' 8' 2' 24'-6" 24'-6" 2' 8' 5' 6' < O w idewal Planter Planter idewal Q 2% Max 6 Z $ ' 2% Ma f6 Z Center crown between cu bs f— z°/uMax 2%Max 2% 2%Max z% N 1 ' CD 6"TYP. 3Ir i Ir 4 d 1 7 3 1 5 z 4 5 TYPICAL CURB AND GUTTER SECTION TYPICAL CURB AND GUTTER SECTION N.T.S. N.T.S. LEGEND w O Crushed aggregate base course under curb and sidewalk. Refer to ACHD Supplemental SD-709. a LEGEND Z O 6"standard curb and gutter per ACHD Supplemental SD-701. 0 Crushed aggregate base course under curb and sidewalk. Refer to ACHD Supplemental SD-709. 0 2 1/2" Hot plant mix asphalt concrete surface course. E 0 3" rolled curb and gutter per ACHD Supplemental SD-702. ° 0 0 4" Crushed aggregate base or leveling course. O 2 1/2" Hot plant mix asphalt concrete surface course. OC w O 11" Crushed or uncrushed aggregate base course (6" minus pitrun.) Q 0 4" Crushed aggregate base or leveling course. a O 5 sidewalk per ACHD Supplemental SD-709. O11" Crushed or uncrushed aggregate base course (6" minus pitrun.) O� \ C6 O 10"topsoil (min.) a Z O 5 sidewalk per ACHD Supplemental SD-709. w uj O Median island curb per ACHD Supplemental SD-701C. w i 0 10"topsoil (min.) Z O N m o NOTES NOTES0 o OA All construction shall be per ISPWC specifications. w o 0 OA All construction shall be per ISPWC specifications. Z 3 Street profile grades 0.4%minimum unless otherwise approved by the owner. ° w Z BO Street profile grades 0.4/minimum unless otherwise approved by the owner. cX CO Right-of-way widths and street widths set by local policy and type of use. CO Right-of-way widths and street widths set by local policy and type of use. A Z O Minimum asphalt and aggregate base thickness set by local policy and type of use. Actual thickness shall be O Minimum asphalt and aggregate base thickness set by local policy and type of use. Actual thickness shall be F designed by the engineer based on the traffic index and "R"value of subgrade soils and approved by the local agency. designed by the engineer based on the traffic index and "R"value of subgrade soils and approved by the local g agency. L O Minimum concrete pavement and aggregate base thickness set by local policy and type of use. Actual thickness shall be designed by the engineer based on the traffic index and "R"value of subgrade soils and approved by the O Minimum concrete pavement and aggregate base thickness set by local policy and type of use. Actual thickness local agency. shall be designed by the engineer based on the traffic index and R value of subgrade soils and approved by the local agency. LU LU O Standard curb and gutter recommended,with roll curb use based on local policy,see Section 700. O Standard curb and gutter recommended,with roll curb use based on local policy,see Section 700. Concrete sidewalk required width set by local policy and type of use. See Section 700. OG Concrete sidewalk required width set by local policy and type of use. See Section 700. a O Street corner radii sizes set by local policy and type of use. HO Street corner radii sizes set by local policy and type of use. SHEET o o2 lO Super elevation,vertical curve,and horizontal curve requirements based on sight distance,vehicle design speeds, 0 Super elevation,vertical curve, and horizontal curve requirements based on sight distance,vehicle design speeds, N and set by local policy and type of use. and set by local policy and type of use. 0 } 4 TYPICAL 33' LOCAL STREET SECTION SD-801 2 49' STREET SECTION - W.GRAYCLIFF WAY ENTRY SD-801 0. N.T.S. N.T-S. REVISED 2'ring and cover per ISPWC SD-617(typ) Sand/grease trap or hdrodymamic separator with high flow bypass 18"dia.corrugated HDPE If installed with chambers/chips, install or PVC pipe perforated woven geotextile per 8200 BMP 20 to per schedule below separate chips and drain rock Trees and shrubs are not permitted on top of Observation Well SD pipe seepage bed O ) ) O ) ) O O - Elev. bottom perf �/<_ For cover,see \\ \\\/\\/ /\/\\\ DATE elev. bottom baffle notes be[ \\j\\j\\�\\�/ /\ 4/30/2020 See 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 \\/�\\ / Note 12 0 0 0 0 0 0 0 0 y 0 0 0 0 0 0 0 0 \\�\�j\/\\j\\/\\%\ /\\ \/\\ PROJECT NO. O o 0%sloe ° ,j r° 0%sloe ��j\ \/�\/ C196003 Diversion structure with raised invert or weir wall. May \// m w \/\\ \\ �// \i//\i/\��\ DRAWN BY: substitute h dronamic \ / y \\/\\\/\�//\\ y \///\ \\ \/// /\\\ / 2"washed 2"washed \\\/\� \/\\%\\\/ R J SMITH separator with high flow bypass. WQ pipe, \�\\%\\\\\�/\�\\�\\// /\\�\/�/\ °' y /\\�\\/\\\/\��/ pert top half \/�//\/\\ \\//�%/j\\/ //\\ ,drain rock Q drain rock \\/� CHECKED BY: High flow bypass pipe R J SMITH, PE 5'of solid wall pipe ISPWC 801 or ASTM - ISPWC�sanSdTM 4"-3/4"chi sN p C33 filter sand C33 ih Q pipe bedding Excavate seepage beds a Non-woven filter fabric per Section Transition five feet in bed Max HSGW a minimum of two feet 8200 BMP 20. Overlap minimum non-perforated to perforated pipe - elevation into free draining sand PLAN -SEEPAGE BED of one foot top and sides only and gravels OUTSIDE ROADWAY Seepage Bed SECTION N.T.S. N.T.S. NOTES: 1. Contact design professional for seepage bed redesign if groundwater is encountered above max. HSGW elevation. 2. All vaults, manholes,and sand and grease traps shall be HS25 or greater load rated. High flow bypass pipe 3. Seepage bed shall be shown on both plan and profile views. SD pipe 4. Optional chanbers per manufacturer's specifications. _ O ) ) O Seepage Bed) O ( T 5. All geotextile seams shall overlap one foot minimum. 2'1 rf i e 1 6. Elevation in shall be greater than or equal to the elevation of the bottom perforations in the 18" perf pipe. - ----- -- 7. Maximum bed length is 400 feet between manholes. LU ( o 0 8. Bed width shall remain constant. 9. 1.5 feet of filter sand allowed for this BMP only. 10. The design professional is solely responsible for assessing the bearing resistance of the subgrade soils and determining WQ pipe, the depth of foundation stone. perf top half Diversion structure with raised invert or weir wall. May 11. See BMP 01 for sand/grease trap details. Z substitute hydronamic 12. Watertight connection. separator with high flow bypass. 13. Infiltration rates in the poorly grades sand and gravels at the bottom of the seepage beds should exceed 12"/hr as noted Z PLAN -SEEPAGE BED in the Geotechnical Engineering Report dated Sep 27,2016 prepared by Materials Testing& Inspection. a Q IN ROADWAY 14. The contractor shall coordinate with ACHD Inspection for placement of electronic markers in the seepage beds during construction and prior to backfilling. ACHD is currently supplying the devices. 1 ♦^ N.T.S. v/ FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY �/� Z J NOTE: THE HIGH FLOW BYPASS IS NOT USED FOR ANY OF THE SEEPAGE BEDS IN THIS PROJECT. 1. A minimum of one foot of cover from top of bed to road subgrade is required. \/1 1♦ W W o --Backfill over the bed to subgrade with 6"-8" minus pitrun. W --Woven geotextile fabric required over top of bed. 2. If less than one foot of cover from top of bed to subgrade,angular 3/4"to 2" rock is required with minimum 50%single W fractured face in place of 2 drain rock. Q a Z FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY 0 � J � 1. A minimum of 1.5 feet of cover from top of bed to finish grade is required. W U) LLj W Uj 3 SEEPAGE BED ACHD BMP 20 - PAGE 3 1 SEEPAGE BED ACHD BMP 20 - PAGE 1 11J - > W N N.T.S. N.T.S. p� OC Z LU Z Q U. Q J Z N Enclose top and sides of rock J i 0 with non-woven geotextile fabric Z per 8200 BMP 20 V X w 18"dia. HDPE or PVC w A \� t- _ _ A 12" Min. (Typ.) 6" Min. ( yp.) A ♦ I o� o� I ♦ r Perforated per schedule below � w L oe� oe� J Enclose top and sides of rock Q O w _� with non-woven geotextile fabric For over, Q I I per 8200 BMP 20-------, lee N es Pagel o z Optional stormwater storage o I I chambers, shape and size 18" N L _ _____ _ ______ J CD vary per manufacturer 12" a w Woven geotextile per 8200 Z BMP 20 betweem chips 6 and 2"drain rock L LO e 1 2"washed drain L L 2"washed drain - - - - Overlap woven geotextile rock or chips a rock or chips o - - - =1I II _ = and non-woven geotextile 2�0 - TIT- jP'; a minimum of one foot on fl o all sides � P C 801 or AST iv w = - - _ ISPC33$10ter sandTM1, 33 filter sand 00 a iv Excavate seepage beds a 4A a minimum of two feet w and gravels o into free draining sand 15' Max.Width 0 Outlet Baffle Wall o Flow Elev B to t Fly OPTIONAL CHAMBER STANDARD w \-Elev A Q Elev D SECTION w a Inlet Baffle Wall a Elev C a Observation N.T.S. Ce 20"Std Well#1 Width A5 4S• a/ i4S. LEI W Z } in SECTION A-A 0 m N.T.S. c�3:� ¢ o 0 NOTES: 18" Perf Pipe 12" Perf Pipe COOw 04 0 1. Sand and grease trap used for subsurface facilities only. WQ Bypass o SAND AND GREASE TRAP SCHEDULE .� r d Perforation Schedule Z J Observation 3/8"perforations in valleys of o Z a z LEGEND Trap Rim Top of Box Elev A Elev B Elev C Elev D o w 1 12.93 11.88 09.88 09.63 08.88 08.25 Well#2 corrugated pipe. Five each O 2 13.15 12.00 09.75 09.50 09.00 07.63 20' on 18",eight each on 12" a 0 0 Manhole frame and cover per SD-617(typical). 3* 13.96 12.75 10.50 10.25 09.75 10.00 F O Location and flowline elevation per design plans(typical). *24" baffle spacing on sand and grease trap#3. 0 0 H one foot use grade rings(typical). ' a One foot< H<=two feet use 24" dia. RCP riser -Ij LU Cr Two feet< H <=ten feet use manhole cone and 48" dia. risers Observation Wells: Two required per bed PLAN N.T.S. O Elev A>Elev B by 0.10' min. LU Elev D< Elev B by 0.10' min. Elev C< Elev B by 0.50' min unless otherwise approved by ACHD. O Watertight seal. a 6O0 Precast box manufacturer shall mark flow direction and label SHEET inlet or outlet on side of box N a, 0 11 } 4 SAND AND GREASE TRAP ACHD BMP 01 - PAGE 1 2 SEEPAGE BED ACHD BMP 20 - PAGE 2 01 N.T.S. N.T.S. REVISED 1Z'10 . C ® ®o o \ I LLBSW. o ' /� 1 ,1 \— _w zz-- — :.: w,z• —— — �\ �\�\\\�d \ PET t GRADING PLAN -- � F------ N ——— —— 1A/. HARRIS STREET EG EG EG EG — _ — — E`G\— — 7— EG G — — — — -_s -E: EG _ - __ ieG RAYCLI FF ESTATES - PHASE \\ \ `\ \ \\ ` 1E& •y_\ �'\ ` //1 F^E W 5n' .1 r� 5 e �� 7 589°23'56"E 1320.30' _ c xe�a a EG EP EG 0 T _ .. .. \ _ c�eG 1r \\`\\� 1 \� Fp --� I 1------ --- ----- /' - •a, i� / Ec -- ,-- ; ♦ \ / A portion of the SE 4 of Section 25 .'' :0- MIR "\ Township 3 NORTH Range 1 WEST Boise Meridian \W ', \\ \�,� \\ \\ ADA COUNTY, IDAHO DATE �`� 2020 4/30/2020 gTy /� PROJECT NO. BLOCK 10 QFT \\ \\y \\ DRAWN BY: � \� R J SMITH `\ '' \\ QFT 1`\ \\\ �i'`/ // ,�� -; \ k\11 \ \ G \ \ .\�\ \♦ CHECKED BY: _ \ - " ��\ R J SMITH, PE \ mil` \ `\\ `\ SW- � ,i' \ \\` \\ \\ \`\ \ NOIa I /t1fV\ `\\ \ \ `\ imac \ i A\n\ 13.73`�\ �roa `\\ RJ ORE MULTI—FAMILY j rBC� ` \ `\ \\\ R 40 ZCNING % 1 \ �'i \ 11 \1 I \ \\ \\ \ yo�1398 � \�\ <<iq \\ I \\ � `\\ ��\ \ BSW Lu m I I � o \ \ \ \\\\ \ I I I� I2 I`\ - \ `� �yh\ \ 2 B�W9 � \`\\ QFT � `\ � / �\ c\\\`\\ _�'\ . ` \ BSW BLOCK \BLOCK 1 Q Q \ \ `Nb a \ I \ IIII I 5 13-67 \\ BSW \ o \ \ \\\\ \\ \ \ II I BSW \ \\� \ I I I JI I c ` 1 \27°.8v3-- 2 `\\11 Q \ s ', `\ s \ / \ \\��\\ \ W Q Lu 2I , I I \\ �mBSW \6 2 3.3 \ CL\ \\ ` \ 3 � W--14 z � LuCn Lu BL F I \ \ ' \ \ Lu �7 V/ ' I II I II II esw >• � \ti` \\� \ - ` \ A I i \\�\ W BSW 3 Z i 6 LL E 29 \ \ LL \8 I \ ` Q 7 z � \\ 5 ° 33 5 \ r. Q I I IIA \ $I ; I \\ \,\ \ 6 \27 g \� \ I II V G w \ 9 \ \ \\ \`� 7 Y \ Q O V♦ — \ �II II II 10`\\ 'a \\� \`` 24\ \ / O /'' II III II III I \ 13.82 1. 14.>1 , 14.75 \ \ \ 10."- Z \ / 1 ' I a I \ BSW I B W • \ `` i ` /' ` ' ` / -8 tos fl Ik�11 D 1�04 W II \ n —z W. B IL .a ,z L——o.° — zn°. A 1 22 12 14.75 9 \s 111 --as 0 30 60 120 iI II ° I 11 13 BSW BSW \'i I BSW \ \ /d• \ `\ \ o \ l I I 12 W \ \ \ III I I I 1415 1 L \ r �\ \ \\ \ 5 / S L\E1"=60' \ / I I \ , I \ / i'-BSW I 14.25 3 4 1583 20 U \ I SW � \ I \\ III I III I 13 + + BSW / 659 13 \ QFT I 15.71 \\ \ I III BSW 19 I I I {T BLOCK 3 ` III ' I ' \ a \J IIII I I 6 ,>, .\\ Q G� hO\ I I I I BSW 14.00 29 5 �� e 18 5 \ FT `\ \ 14 1 I BSW l 15.56 1•7 ; I\ I W III I I I I l BSW \\ f / i Q a a / -\ / I `\ �_ I I I I 1 2 N,.� 15 16 17 8 BSW R `' 16.31 18 `\ �' ---\\\ 11 \�c\v° BSW 17 5 28 6 1 15 c; =__=�_ --� IIII I 15..56 ' BSW �16.77 /' \\ \ LL/l7, `\ s gW✓ , `\ \ �94s `\ 7 oNo m \\ /`\ Q,QF!/ \\\ Q o 27 '7 0 �c \ \ �� ` W8. �x 1 , \\ Q �F ` Z � Vb41LTON WOODS ST. W.WILTON WOODS ST. was �. —040°/ if.58 1 0.50X �— \ \ O O \' W. ,IW7VILI UN WOODS_ 1I %� / — 0.40X — \ _ — — — —0.52X _ — \ — I \\ r O — I T — — z1f:>� — 2,.52 I \ z \16.63 I\ 2'n RSW 26 9 30 �OOg _ III1 NII1 1III1II1' II 2 I .3a \ 2 3 4 5 6 \7 9 10 11 12 \` 3\\ ------ I I \ I 25 \ \ a `10 W I !I \s 1 BLOCK 4 ICII.1 I 3 I \ \ 16 Ci N II'� '� 24 11 \`,\ I 31 35 \ \ ;\� ��' BLOCK4 W � I IIII 1 1 \ ; D 4 I N _ \ 27 26 25 24 23 22 21 20 18 , 7 I19 17 16 15 14 1`\ `\ NN 30 - _ _ 23 12 � 36 c \ \ ' SHEET ITV I \ IN I I W �' + + 6 I 5 2„a4 N 22 I 13 1 I 1 II I \ , I I , } f 12 } a 3 MASTER PLAN 0v 1 =60 / REVISED I I \ New street surface \ \\ KEYNOTES SEWER AND WATER P LA N I �INc: \ \ / \� \f� 10 See Water Note 3 on Sheet 2 \ FOR W. HARRIS ST. �, �� \\�. 0 See Water Note 2 on Sheet 2 G RAYCLI FF ESTATES - PHASE ��w 12"water main `\ F� \\ \\ \\ \\ \� .` \\ Existing 22"gaslpipeI \ ��\ \\\ \`\ \`\ �� \\\e NOTES: A portion of the SE 4 of Section ZS Inv. =2706.8 , \ \ \ \ \ \ \�. ° \ \\ \\ \\ ` \ Township 3 NORTH, Range 1 WEST/ Boise Meridian 1) Elevations referenced to NAVD 1988 datum. ADA COUNTY IDAHO E�(Isting 24"gas pipe \`\ \\ q \\\ \\\ \ \ \\ \\ Bye \ 2) All services per SD-511A as indicated by station at sewer / In1, =2704.75Z3's6„ \`main,service length and direction from the main,and invert 2020 / IN, ?70,9� / i \ �91� elevation E.I.)as typified by the service callout. x \ a� a, N I ry^tip \\ \\ \\\ \ , ' \F� 3) See Sheet 2 for additional construction notes. / r DATE 2 MJxMJ .1I„u I 2 MJxMJ / \\ \\\ \\ \ �i 13 / EP 4) Project benchmarks shown on this sheet. / A ti / 4/30/2020 45°elbows 45°elbows ?r0 --------_0-___10 -/ 20 \ 40 �` -�'� �� '� ` \`\\ F� �� \ /�` \ ',`�� ---�' _�ti�1" q \\ / PROJECT NO. I `\ q ' F0 / '� C196003 New 12 water main ` SCALE 1"=20' St�eI Sleeve per Meridian \\\ \\\ j< \ . ` \e \ i '`; / DRAWN BY: Inv.=2701.0 1 �P ✓ Sawcut the existin 12"water R J SMITH SDISWI and SW2 \ \\ I \\ �'�� /� � \ "��, � \ �-------------------- g , � / \\ q� / main and install a 12x12x8 TEE ° / 1 WATER CROSSING WILLIAMS PIPELINE w ® r0 _____--- � �� _ „ CHECKED BY: NTS `� \\\ i \\\\ i Mo `"'� \\ \ _____ �\ ` q (MJ©with one 8 Gate Valve(MJ).%i o / R J SMITH, PE CONSTRUCT 48"SSMH Al � / \ _ PER ISPWC SD-501 --------------- \ i \ i k /® _ � o �---- / ° STA 0+79.03 � ---�--- - , �i�/ lr `\ i \\ \ \ \ \� \ \ I \ \ _�1� r� _� �/ ----wh2"1----��-N =693792,09 `. / \�\ I� o ° / \ / \ \ \ \ \ \ A I \ \ _ ,_____--- \ -__1__ Remove existing cleanout and ��( o 0 z714 \\ \ \ \ \ F� I \ \ Sleeve water pipe across Wi liams Pipeline Easement per Meri ian �� E-2452423.79 - i - / \ \\ \ \ \ \ \ ` 3 _ - u./7�o, connect new 8 sewer main. \C0 l r SD SW1 and SW2 from station 3+34.50 to station 4+19.38 o " '- / \ \ \ \\\ \ \ \ \\ \ \\ _ z, 4- - qT 0.4/o SLOPE �� d _ ER MAIN • i wl 94 SEW i / \ Remove existing b owoff an connect new 12 water _/ 1+00 i6s° 40 LF 8„ �_\ o EXISTING SSMH AO \� \ " \ M SEWER ' o F MAIN w ) xsr �_-\ \\ i ---- \\ \ \ I main. Commence water crossing per Detail 1 this sheet. ' s AT 0.81/S -L \� S 8;FPBSewe STA 0+00.00 \�\ / /// / \ \ \ _ \ --- \ _ \ \ �1 io ° VOP CONSTRUCT 48' SSMH A2 / LOPE ,93° / / \ -\ oS zz 'N =693815.64 \ in water crossing _--- - \\ - - - - ,,-'' \2 a� pC 0�� PER ISPWC SD-501 - _ '�_(N1)`zs _ - / f=2452499.23 ), -'install blowoff per --�'- \ �N }oo zs M STA 1+72.52 \ -_____________ per Detail 1 this sheet. \ - \ F g' DER =693741.47 \ \ \ Mendian SD W13 12 Tee(All Flg) - v FIgxMJ Fitting _ ____ --------- _\ o / /\ \ \ 2452345.19 \ (2) 12 Gate Valve(FIgxMJ) 1 i - ---- \ _ I - Core the existin 8 sewer manhole and W ��` \ \ \\ � \ i � \ MA wh2° \ \ I / �, ,, � ,I i ' i i I � ` g i _ TER \�,� I o _ _ °_ P \ IN E 6 i i 36 If 8 Sewer_ r install new 8 sewer main at 0.4/sloe Q \ \ \ � � i� _ I � Install blowoff per r _ � - - � . / \ l� 12 W A \ ` i 69 LF 12" ATER MAIN \ 1p6 L "a° MAIN AT 0.4%SLOPE S 3kooi ,��' i Meridian SD W13 .r � ) Main at 0.4% --,y\ � y� ♦/� / \ SE CONSTR CT 48"SSMH A3 �\ls''1 ` / / ` CONSTRUCT T-TYPE CLEANOUT �/♦ / \ SEW r \ / \ --- ' PER MERIDIAN SD-S1 \ ■ �/� � utlire W. Harris - � ` -148 LF 8 \ � , I \ / / � V� "Street Improvements. �- _ 4+0� �' PER ISPWC SD-501 ��' \ ti/ , \ ■ � STA 0+00.00o, Z STA 3+13.36 , I \ T ��/ ' \ N -693781.92 13 9 S \ 6,�,N =693643.13 ,' \ ACHD NOTES: ; E=2452511.94 CONSTRUCT 48" SSMH A4 p\l E=2452244.36 z 1s � ER ISPWC SD-501 2 \\ \\ Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plan. The \ a ES Sleeve sewer pipe across Williams Pipeline Easement per Meridian following conditions are listed in Section 6000 of the ACHD Policy Manual. STA 4+61.74 10 \ \ p p p p ' .. �_ - - - SD SW and SW2 from station 3+28.30 to station 4+07.45 4C --E_ \ 1) All asphalt match lines for pavement repair shall be parallel to the centerline of the street and include any area damaged by I- Z _ - 1 - -�__ --- =24521 1.1 \ --\\� q \ \\ equipment during trenching operations. W Z ■ 2) If the cumulative damaged pavement area exceeds 50%of the total road surface,contractor shall replace the entire roadway W W PI(0 /3e ' \\\ F �\\ `\\ surface. F oa 3) Contractor shall replace the pavement surface to ensure match line does not fall within the wheel path of a lane. Match line �A / / / \ \ \ \ ` ` \ \ 1 shall only fall in the center or edge of a travel lane. Q . a // / / / PIl6"1 \ \ \ \\ \ See sheet 14 for S.Graycliff / \\ \ \\\ ` \ Way Improvements \\\ q �\\\ O W \\ \\ \ \ \ \\ ti \\\ `�� `�\\ 4) Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD Inspector,does not meet compaction standards,or time is a critical factor. 0 5) An exceptions to these rules shall be pre-approved in writing b District Staff before construction begins. LLI W � a w Y p p p p g Y g aoo 2 SEWER AND WATER PLAN - W. HARRIS ST. W W U. a J = a Z a 0 Z X W 2724 2724 ~ W wCI)Z Z Q O w W M V c� I.L ~ V� o 2721 N v 0) oo � 721 4< __ Q) M + a. M + Z Q o Z � v V_ Z � C _ � Occo New Street co 2718 / + C/) UC/) - 718 � Ood Centerfi e 6S9F� W QzZ co co 2715 O c,) New Str et %F` _ __ - 2715 U __ \ enerl a __ ---- \ _--- xistin Grade o - - o 2712 �� - Existing Grade 2712OC w Q C1 � � o a a EXISTING 22" GAS PIPE 2709 2709 W > � w w r7 STA 3 87.81 } ¢ o Ln �Zo 00 00 � 2706 STA 4+35.23 TER MAIN 2706 W 00 o o INV. =2707.97 i See Water Note#2 Sheet 2 UJ EXISTING 24'GAS PIF E 36 If new 8" Sewer 2703 r STA3+66.95 Min @ 0.81 % sl pe 2703 F 148 LF 8 VC @ 0.40 o U 0.40 �\ ?G 94 L 8" PVC @ 0.40520 cp- 2700 �� 2700 SCALES 1PC No H RRIS ST@ ° < 40 If existin 8" Sewer SHEET 2697 VERT. : 1 �� = 3 Main @ 0.81 % slope 2697 0 " 8+40 7+80 7+20 6+60 6+00 5+40 4+80 4+20 3+60 3+00 2+40 1+80 1+20 0+60 0+00 1 3 } 3 SEWER AND WATER PROFILE - W. HARRIS ST. 0 1„=2a NOTES. KEYNOTES REVISED Install blowoff per / / ��' z,1q- /�' // 1) Elevations referenced to NAVD 1988 datum. i 1 See Water Note 3 on Sheet 2 ,4 / i Future S. Gra cliff SEWER AND WATER PLAN Meridian SDW13 Gray cliff Fire hydrant per per i G32) All services per SD-511A as indicated by station at sewer �, / Way Improvements . � �i - / / /Meridian SD W7 I j z i i main,service length and direction from the main,and invert O See Water Note 2 on Sheet 2 FOR GRAYCLIFF/CO L D I TZ - elevation(E.I.)as typified by the service callout. ' 8"x6"Tee(All Flg) / i�3 3O Contractor shall sleeve services through seepage beds such that no joints in the pipe sleeve occur within the GRAYCLIFF ESTATES PHASE I (2) FIgxMJ Fitting G 3) See Sheet 2 for additional construction notes. seepage bed, and the sleeve extends a minimum of 5 feet outside of the seepage bed on either side.Sleeves j,'� 6"Gate Valve(FIgxMJ) �e� �`�� j�\oo G �� shall be composed of SDR-35 PVC, equivalent or greater quality material. Spacers(or approved equivalent) and y� P� / j i 4)�Project benchmarks shown on this sheet. , rubber end seals shall be required to support the service line and prevent leaking into the sleeve. 1 / 10 LF 6 Fire Service •� A portion of the SE 4 of Section 25 /,' ery Fa �\P`� o�� / 6 CONSTRUCT T-TYPE CLEANOUT Township 3 NORTH, Range 1 WEST, Boise Meridian //�,' 12x8x12Tee(A II Flg) 914�� ER MERIDIAN SD-S1 ADA COUNTY, I DAHO / ; 12"Gate Valve FIgxMJ \. - STA 6+86.01 �~� i�� %�/ �i / V) 2020 / '/ 8"Gate Valve Flg (2) ID CONSTRUCT CONSTRUCT48 SSMH A5/BO / G� ��1� /i %G� / / N =693370.69 N / ,/ 12" MJxFIg Fitting �` PER ISPWC SD-501 \\ , E=2452240. 1 / STA 6+26.29 / G �� 8 MJxFIg Fitting P 2 90° / / / i DATE /, / =693421.24 y� / / i r' E� 4/30/2020 �- ^ / /v `\1� \ E=245220 .71 0,00, t , V I PROJECT NO. S\,O! __ �'�-----__ I ,-' DRAWN BY: �\\�/�! ��1n'//' \\\ \ Q o / - -� ' 0 I \ /// /'�/ / / �/ ''• '\\ v R J SMITH See sheet 13 for W. Har / P /'�'' �/ ,'/ / / j,' Street Improvement // \ , \ti 10 /' / // '' / ' \\ I /'----- nr CHECKED BY: �� o I ^\ o / I - �z-_____.,,-'_a - R J SMITH, PE STA 0+68.00 'xo y / G // ,'� ° �\ I PI(4" PI(4") ° / N a See sheet 15 for W. Broyhill I 43.0 R \ o / // ,' Dr. Improvements CON TRUCT 8' S H 4 E.I.=2705.08 \ / \PER ISPWC SD-501 1-1 3/4" double water service ' STA 4+61.74 per Meridian SD W3(typ) \ N=693560.53 SCALE 1i 30' \ E-245212 0 \�\\ �,' / / �j CONSTRUCT 48 SSMH B2 12x8 Tee (All Flg) J STA 1+14.00 / \ PER ISPWC SD-501 I N STA 2+68.95 12" Gate Valve FIgxMJ I E3.--02705.26 / JJJ/��'� CO STRUCT48"SSMH B1 N =693259.04 8" Gate Valve FIgxMJ Q� \ %% ,'� ,� / / / ' PER ISPWC SD-501 E=2451997.97 12 MJxFIg Fitting W Q Q 3/4'single water service m I \\ \\ �,' / - TA 1+89.85 per Meridian SD W2 _ /Q� Zz;��t' \ � / // \ =693320.16 per per I CONSTRUCT 48"SSMH B3/CO �// � J \ // 12 11 1/4' MJ Ben O E_` 4520 $.0 STA 2+98.81 Meridian SD W7 I PER ISPWC SD-501 ^ \ G / 43.4 L STA 1+60 00 12"x6"Tee(All Flg) I STA 4+59.63 Z U E.I.=2706.22 0 O ACHD NOTES: \\\ /' ,j G // / 43.0 R �2`� \ X 9��61% \o (2) FIgxMJ Fitting N = . 0' / E.I.=2705.45 �q�l�� o° `rF� 6"Gate Valve(FIgxMJ) I E=2451996.45 Z LL Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plan. The \ �,' �/ / // ^1y/�/' ,� 1 F F�� ° 10 LF 6" Fire Service 0 LL following conditions are listed in Section 6000 of the ACHD Policy Manual. / \\ / .� ,' q Install blowoff per ' J �\ / / / // ,' �/ 12 45°MJ Ben 9/,L 2 /,y ` p ^ � \�'/ / �1a/, 9T r Meridian SD W13 1) All asphalt match lines for pavement repair shall be parallel to the centerline of the street and include any area damaged by ' '.( / /�ti / -w(12" 146 LF 12 WATER MAIN �/� V equipment during trenching operations. e/ / \\�% / ��/i,' os�OA 1 198 LF 12"WATER AINW(12 C. COLDITZ IA IA W(12 - 7 _ `// LU Z STA 1+97.25 1 F \ - - J - _ _ _ Future S.Colditz ■ Q 2 If the cumulative damaged pavement area exceeds 50%of the total road surface, contractor shall replace the entire roadway / / ' ' \ 1 WATER MAIN - - - W G Way Improvements / / / 128 LF 8"SEWER MAIN AT 0.4/ SLOPE Y p surface. /%''�\\ �/ // ' E.I.=2705.57 N \3+00 191 LF 8"SEWER MAIN AT 0.4%SLOPE 4+00 5+00 6+00 I ^ o ,'3) Contractor shall replace the pavement surface to ensure match line does not fall within the wheel path of a lane. Match line �\ /0 `% '.'/ ■ a W /� shall only fall in the center or edge of a travel lane. \ / / 3/4"double water service / y g \/ �';',' STA 2+39.22 - 00 per Meridian SD W3(t p) CONSTRUCTT-TYPE CL NOUT �\ O zCIO u) LU /\\ //'�' 38.8 R ° ° PER MERIDIAN SD-S1 \ -- 79 2 4) Plowable fill or Imported material may be required If the native trench material is deemed unsuitable by ACHD Inspector, does / \ /�',' - \ _ '�I / Cn ♦♦^^ - \ //, , E.I.=2705.69 ------- ------- --- ---- --- --------- - STA 5+87.14 -- - U) U not meet compaction standards, or time is a critical factor. / / )(/ / STA 2+76.35 STA 3+12.13 3 STA 3+63.13 \ / 3/4"double water service STA 4+14.13 STA 4+67.02 STA 5+06.13 STA 5+57.13 N =692940.76 \ / 26.6 R 27.0 R 27.0 R 5) Any exceptions to these rules shall be pre-approved in writing by District Staff before construction begins. �' i� per Meridian SD W3(typ) 27.= R 27.= R 27.= R 27.0 R E= 2451995.43 `\ i _ \ / / E.I.=2705.79 E.I.=2705.94 E.I.=2706.14 E.I.-2706.34 E.I.-2706.55 - - E.I.-2706.71 _\I/ / 10 - - - Fr��` E.I.=2706.91 W 1 SEWER AND WATER PLAN - GRAYCLIFF COLDITZ OC 0 Q J 1"=30' LL iCenterline Existing Grade zElevation @ 50'intervals J = Qo N Z Z 2 724 2 724 V ~ Q W w W w Z ao w LU Cn 2721 2721 W 0 Cl) N U Q) LO m O V C� ~ O ~ I_ ~ � � M � � � U C\4 ocrC�p 00 � U 2718 � 18 ZD � � = ao � 0 +off = 0) 00 N + I- I- + � 00Z �0Z d- cn = � � z 7 � � � OC co LLj � Ot� ; = Nam = QZ � Qzw d- _ co U co O 0 U w � Z p Q Z �66 Street---- O co Q) I_ Oc/5 I- Ocr5 UO c/� ' Uo c/) U c� cry U cry U 2715 Z2715 - � U lF �66 F�F ,� ICenterline ?& �F� ---- ----- - --- 9S �F� ----- ---- ------ --- - - - - - ---- --- - -- - -__- - ----- - - - ---- ---- - - ---- ----- ---- ------- - - 2712 Existing Gra e E fisting Gr de xis ing ra e 2712 Q w 0. 0. ^^ z NEW 12"WATER MAN w W w 2709STA 4*53.59 INV =2709.16 NEW 12"W TE AIN 2709 W aSee Water Note#2 STA 4+05.34 o m INV.=2708 26 M See Water Note Sheet 2 Z o �Z C) 00 2706 2706 w ° 00 F $" VCI@0.4 % W o 79 F 8" PVC 0.40 oACI z ti � o 60LF8 P 2703 " 0.40% o p� Z ° � F oJ� N oJ� o� O� .� O�. 2703 J•aw 00 N Ir 0 O�� N 0 2700 2700 w k-It-ILES S. GRAYCLIFF AY S. C LDIT WA HORI . : 1 " = 30' J 2697 VER . : 1 " 3 2697 SHEET s " 4+50 5+10 5+70 6+30 6+90 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 1 4 0- a 2 SEWER AND WATER PROFILE - GRAYCLIFF COLDITZ 0v 1"=30' \ ��;`. \ ��` \ REVISED SEWER A N D WATER PLAN '�`. \�F� \�;�,, CONSTRUCT 48"SSMH C2 � _ pi(4') P`al `� \\\ \ �� PER ISPWC SD-501 i �'� o / \`, \\ ��• STA 2+29.68 I p( � 1 `• FOR W. BROYHILL DR. 3��;`, N =693047.22 l '4" \ �. G RAYCLI FF ESTATES - PHASE I E= 2452222.81 \\ \\ \ \ \ \ p(4,� / 1 STA 1+90.73 STA 2+22.25 \ \ 8"Tee (All Fig) A portion of the SE 4 of Section 25 �� 47 7 L 45.2 L ��`. \\ 2 8" Gate Valve FI " " \ ( ) g 8 x6 Tee (All Flg) / E.I.=2707.98 `\ STA 2+68.45 \ \ \ Township 3 NORTH, Range 1 WEST, Boise Meridian 43.0 L \ MJxFIg Fitting / E.I.=2707.90 (2) FIgxMJ Fitting � ADA COUNTY IDAHO STA 1+62.04 ) \\ E.I.=2708.22 \\ ��\ \� 6" Gate Valve (FIgxMJ) \ \ STA 3+19.45 , 2020 42.6 L 8" 11 1/4° MJ Bend 10 LF 6" Fire Service -- \ E.I.=2707.59 1 11 1/4° MJ Bend 43.0 L STA 43.0 3L 65.45 \ Fire Hydrant per Meridian SD W7 / S 8 \ 1 \ 1 E.I.=2708.43 / a, 00, \ 36 LF 8" \ E.I.=2708.71 \ 0 / 3/4" double water service 8" 11 1/4° MJ Bend g` W y`, \\ i per Meridian SD W3(typ) STA 1+16.04 6EF N WATER MAN ) �� \ 43.0 STA�+26.45 Street Improvements Future W.Wilton Woods DATE i • 43.0 L DER M \ 1132 LF \ � � � � 1 �P - WqT \ E.I.=2708.95 STA 4+72.45 3/4"double water service /" o �1 �\ �O E.I.=2707.41 0 - 8„ SEWER MAIN - \ \ \ ER MAIN \ \\ 43.0 L p (typ) / // N per Meridian SD W3 t 4 30 2020 \ ! STA 0+66.77 60 LAT 0. FE 114 LF , S ' \ \ 1 �� 1 \ STA 5+13.37 per' G /. n 4/°SLO 7 \ �`�1 1 S 8 Ew (8l E.I.=2709.04 42.9 L i I Install blowoff / PROJECT NO. O 43.0 L S ER MAIN AT - F� E.I.=2709.20 i Meridian SD W13 �/ /III C196003 E.I.=2707.22 3 0.4/S >� ATER i STA 5+45.22 ' i SLOPE \ - N (ail 1 8 11 1/4° MJ Bend i V See sheet 14 for S. Codlitz M �N 3+00 \ 0� 2 - \< ,\ \ 133 LF g„W 45.76 L7 �14, Way Improvements �� .� 3 \ \ S \ _ \�/�y TER�/jAI M E.I.=2709.64 / DRAWN BY: �P( PO I' CONSTRUCT 48"SSMH C3 1 '� _ v V N / R J SMITH CONSTRUCT 48" SSMH C1 PER ISPWC SD-501 0 177 LF 8 ESES WER BRo w(8') _ STA3+43.51 - 4+00 �, MAINAT " R 8" 111/4° MJ Bend �N CHECKED BY: PER ISPWC SD 501 STA 2+55.21 \ �Q \ \ 0.4%SLOPE -R. 1 36� AMP / R J SMITH, PE STA 1+70.02 27.0 R N =692976.67 r o wg 8 �� / �\ `�� •��AMP 1ko STA 1+57.04 =E.I. 2707.85 E- 2452312.15 C single water service \ \\ 3/4' 27.0 R N =693067.01 - Q I \ per Meridian SD W2 g� 3 OAF$ / \ 1 0 F$ 1 l E.I.=2707.26 E=2452166.53 J STA 1+11.04/ L \ STA 4+16.84 S81F ` R 8" 22 1/2° MJ Bend / 27.0 R �� " I \ 27.0 R q Se 0 E.I.=2707.07 �� w °� E.I.=2708.59 CONSTRUCT 48" SSMH C4 04 oS eo ER ISPWC SD-501 Opt N S 00 \ 8"Tee (All Flg) o STA 0+61.77 N o STA 5+20.80 CONSTRUCT 48" SSMH C5 0 \\ 8" 22 1/2° MJ Bend (2) 8" Gate Valve Flg o \ 27.0 R =692866.80 PER ISPWC SD-501 MJxFIg Fitting ` CONSTRUCT 48"SSMH B3/CO E.I.=2706.88 \ F STA 5+78.55 \`x 14 LF 8"Water Main ■ � � E=2452451.29 � PER ISPWC SD-501 \ o 3/4"double water service CONSTRUCT T-TYPE CLEANOUT e� N =692821.02 7 LF 8"Water Main STA 0+00.00 � 1 LL per Meridian SD W3 (typ) PER MERIDIAN SD-S1 \ \ E = 2452486.49 �� o� 3/4"single water service 0 J N =693068.36 ��a'1 r l per Meridian SD W2 STA 3+43.58 y\ , � E = 2451996.45 F �, �; � 30 0 15 30 0 79.78' R Install blowoff per �\ \\ � \ \ \ ,ram � 1 STA 6+53.81 W Q J �\ 6mmml \ N =692914.05 I Meridian SD W13 \ \\ \ \ y� 43.0 L �I E=2452262.71 i \ \ \ �� E.I.-2710.01 J \� SCALE 1"- \ \ 611\\ \ Future S. Redwater \ \I\ 40tee\` ♦ ♦■ �i Ave. Improvements ��?C \ \ ��A 9 V STA 6+61.45 - �� See sheet 14 for S. Codli `, � �` \ 27.0 R �, \ \ \ ip per Way Improvements E.I.=2709.78 w Q1 F� \ Install blowoff ■ \�\ Meridian SD W13 U) W NOTES: ` W LU o KEYNOTES \ \\ , \ CONSTRUCT T-TYPE CLEANOUT \\ \ \ F �\ \ �n Z y� 1) Elevations referenced to NAVD 1988 datum. ` PER MERIDIAN SD S1 \\ o U See Water Note 3 on Sheet 2 �\ elRl STA 6+87.95 !0i ■ a W O 2) All services per SD 511A as indicated by station at sewer `�\ '� \ N -692711.63 `\ 2 See Water Note 2 on Sheet 2 \ - � O J Q main,service length and direction from the main,and invert ` \ ` z g � E= 2452485.62 � � Future S. Broyhil a elevation (E.I.) as typified by the service callout. `� \ \ \ Ave. Improvements J a W 3 Contractor shall sleeve services through seepage beds such that no joints in the pipe sleeve occur within the i • \ \ \ o seepage bed, and the sleeve extends a minimum of 5 feet outside of the seepage bed on either side.Sleeves 3) See Sheet 2 for additional construction notes. LU W shall be composed of SDR-35 PVC, equivalent or greater quality material. Spacers (or approved equivalent) and \ \ \ \ec F \ 0 W j rubber end seals shall be required to support the service line and prevent leaking into the sleeve. \\,A) Project benchmarks shown on this sheet. \ \ \ \ \ O r WW Cn W z 1 SEWER AND WATER PLAN - W. BROYHILL DR. 0 Q Q 1"=30' LL Centerline Existing Grade z Elevation @ 50' intervals = L■L a o 0 Z 2 724 2 724 ~ Z w � w w Z w LLI Qo 00 2721 o � 00 LO 000 ZI- 0Q 2721 +Z � N LU U � + I- U Loco � �_ w pO U m O N U + U Z = Q Z Q O J OHO + � U N (j = ; ' zZ � Oc/5 � OU � coUU 2718 o � U � � = Qz � QO � � U � ,6 F 2718 0 oc/) = QZ � I- Oc/) c/) UC/) QZ � CIO U � � U � ,� 9� F� W OU -New Street �S F� -_-_ 2715 ' --- -- -- 2715 U __ U _ Existing ra a NEW 8"WATER MAIN W 2712 TA INv =vio.82 2712 Q U See Water Note r� CL W 2 } 2709 2709 w 58 LF 8 PVC 1 Zoe ° } 400/ oCR 0.40/o OJ o� ¢ v 60 LF 8" P C �� G 2706 / J� 2 �� `� 2706 w0 x 0 0 U_ J� o� �a s� 2 N � � Z O rn O� N cn W Z OJ o�, � _ �O p0• U, �o O x a 0 2 703 2 703 F U 0 O K a of 0 w 2700 2700 En ALE . BR YHI L DR. HORIZ. : 1 " = 30' J Q 2697 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1VERT. : 1 " = 3' 2697 SHEET s " -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 15 } a 2 SEWER AND WATER PROFILE - W. BROYHILL DR. 0v — — — -- REVISED I I I 1 1rz', 00a I I I I I I \ <' 00• AN cai ` \ \ \ 0% -- -- `+ \ `\ PET �\ - - - w„r ' -==w,r-----_ ►. RABBIS STREET -T_----_----w„z.,------ IRRIGATION PLAN ' PET — \ EG EG EG EG EG\— 7— EG EG i G i I ' Eri — EG E - �� GRAYCLIFF ESTATES PHASE // ea 8 89°23'Sfi"E 1320.30' _ _____ \ _ ___ EG „-- ° ° - A portion of the SE 4 of Section 25 _ '12.�1 F� �R SS RE IRRIGA ION \ Township 3 NORTH Range 1 WEST Boise Meridian 6"22 1/2°Bend �\ ° `:. ' DATE \\ ADA COUNTY IDAHO g / \ Sawcut exlstin concrete,excavate, //" , and connect to existing 6" PI valve 2020 4/30/2020 y��" ' ' with new 6"pressure irrigation main. 22 1 PROJECT N0. \ — `\ BLOCK 10 `� QF, \\ _ 1 \`\ DRAWN BY: \ �` \ ' % \ ' `\ �` `:\`��\ `\ `�\\�` R J SMITH \ \ \ \\ i / / Q \ \\ \ \ \ \ \ \\ . �' :�` - \ ` �� \\\ CHECKED BY: �\I` `\ QFr �� \ \\ \ \\ /� r 5 \\ \\ \\ \♦ \ \ c R J SMITH, PE \\ 6" Gate Valve(FIgxMJ) 6" Blind Flange \\�� \ ' \ u\`\\ \•� \\` ' a,, 6" CROSS(All Fig)� 6"Gate Valve(Fig) \ \. '\ \`\ \`�\ `�\' ` ♦♦ '� j \ 6"Gate Valve(FIgxMJ) PI Rig t-o -Way Crossing �`\\ (2) 11 1/4°Bend(FIgxMJ) \`\ \\� \ \\ 21 er Detail 3 She 17 \ `\�6" Fig x MJ Fittings _ 3 I�PI service to island. Install Right- 1 s \\ \� / 1 \\\ \F ` RJTIJRE MIJLII-FAMILY "\ \ I �\ 1 --'jam ` \ ` f-Way Crossing per Detail 3 Sheet 17 ( \I I \�\ IIR 40 ZONING \ 60 0 30 60 120 LU 6" Gate Va ve (MJ \ /iQ \� \ t. iOiA \ \ 1 \ \ \\\\ \ U 6x4 TEE (All Fig) i I ____. \ \ \e.�C� \ Drain valve per 9� �` 6" Blind Flange `\� I , \ \ �\\�\ ■ `\ \ � \\\ � � SCALE 1"=60' / , \ ` S�`��` ; \� Detail 1 Sheet 17 �'�� `�\ (1) 6" Fig x MJ Fitting\I � \ / 1\ c` \\\� ` \T� Z \\(1)4" Fig x MJ Fitting \\\ \\ BL BLOCK 1 p\F `\`\ PI Service per Detail \ ` _ Z Sheet 17(typ) 4"Gate ValveI/ \ \\\\\C If \ \ \ \ \\\ \ eG\ � \ 'IIII I 5 \\ „ P \ \ pFr \ \� \\ �::��`. W W J o \ III I LU 6a."45' Bend /\ `\ 1 �� 2 \ \ °F s 1\ \ \ \ \ \\\ e ` I I ` \ I \ 1`` \ ` ` \`\ / ` L I ` 1 T \ / �� G s Ln L'I c� I 1 I III I I �`'c \ \\\ \ I \ \ � \ \\ \ I _ I ' I I I I \ \\ \\ J� \ S\` a I `I I I �) I / ` \ \ \ �\\ �5`' 4' Gate Valve(MJ I I I I \\ \\ \\ \ \ 4 J IN \1 \ Q i\Y\ \` \ \ \`\ \ \ `\\ \FG� LU p` III I 7 F / BL 2 \\`\� ` �4" 90°Bend (Fig) � \ 5 \ `\`\ I � \\ � \�. � �cn > V N i \ 'lI Ili i is \ \ \ '\, ° 3 - \\ / `\ \ 1 \ \ �� Ill — z 1 III I I i \\\\_ \ \\ -01 \ I `\`\ '\ \ ', 111 "� I JLL8 /�\ j 29 `0k \ \`\ ! \\ j 4 `\ \ \ \ 1 I \ `\ a / `' ' \\ `Q\ \\\ ,_ \ \ \ ``\\\ I \ \ I I I 1 I I I \ \' G 7 t \ I \ I / III I � I • F�, �1\ \ \ `\ dI I v_, \ \ IIII I I 1 I / � \ \ \ PI Service per Detail 4 Sheet 17 (typ) \ \ 33 PI Service er Detail \\ \ I g/ p 4 45°Bend(Fig) \ I I 4 Sheet 17(typ)!Ir 10 \ \ \ `\ I . w I . I� 0 27 g , 2 \ ��\ �c \ \`\ , \` g I"1 1 -4 I�IG Q O cnIVI II II 10 'n \\ \�\ \\ s6 0 1 ,i' '1 III III N /�� c 24\\ \\ �C Sl. / / �\ 10 "'/ ,V'„ \ / 11II I m PI Service per Detail Of 4 Sheet 17(typ) wfi, a / III ' II D 11 _ W. B_ ILL_D - \ \ \ \\ \ �9�c \\ •` \ ' ` / A 10 22 �' o \ / 12 ` 1312 \ II w \� 12 \\ \\ s l Z �\ \\ II I I illl 4 i i I 1 L 3 i 4 `\ 1 20 \ 13 + + \ % 13 14 7> \ W �\ 4 TEE (MJ) �� ci \ I 'll II �I° I 1 I \ 1 9 \ RI ( Y K/ 3 o \\ i I I 1 LF 4" PI 65 LF 4" PI `\ ' 14 \ f IIIII I I - I � \�'I \ W \\ �o iII j 2g � � rj , e 18 ' �' PI Service per Detail ' II 14 �l Q U ' / '7DC I IIjI I I I ' T �1 � � V ' /'rya 4 Sheet 17 (typ) -' ' 1I`\ W III IIII I I �'� 2 15 16 17 18 11 I \\ \ I n I IIII I I I \ �= \\ \ \ � \4"Gate Valve(FIgxMJ)' 15 ` _ 11 1 "° i 6x4 TEE(All Flg) I N \ , \ 4 90°Bend (Fig) 4"TEE (Fig) w `' \\ / -� II I g 28 \ 6 / \ N(1)4 Fig x MJ Fitting 4"45' Bend (Fig) I / w � ' \ A r \ D I I 6 Blind Flan e z i w j z `v' I /III III i P (1)6" Fig x MJ Fitting PI Service per Detail \ \ _ _ 4" Blind d x MJ Fittin s - ` i �� \`� w ` \ 4" Blind Fan e rq I I (1)4 Fig x MJ Fitting Sheet 17(typ) \ 4 I g g \ !t, 5 7 O a 1 1 I I Gate Valve(Fig) \ \ , �O / m III I "45° Bend (Fig) D \ \ Q o 1 I I 93 LF 4 PI \\ 7o I f 4"9 neBo d (Fig) o - (2)4" Fig x MJ Fittings27 - 4 Gate Vewe(MJ) m � r \ \ z \ 4 90°(Flg) I\ r ` � 1 '� dON WOODS ST. _ - �— W. WILTON WOODS ST. \ w O o0 o ' ; I I ' V�/ - ILTON WOOD? F ' / - A 4" Gate Valve(FIgxMJ) - - _ _ _ �— \ \ P 1 - \ _ \\, \ o , \ \ - PI Right-of-Way Crossing 5 �— �\ �_-—�� \�� \ `\ U cv } , I jk' 1 � 8RRIGA LF Pq 4" FIgxMJ Fitting \ "� per Detail 3 Sheet 17 ` \ 5 " `\\ \ `\ ra " z , Relief Va ve per 1 p \ \�\ \ pFr \ K, lij ` I 4"Gate Valve(Fig) 4"CROSS(AII MJ) I< Detail 1 Sheet 17\ \ - ` `�\ \\ �`� Z 4" MJ Blind Flange m / \ 4" Gate Valve(MJ)_ O 4"45°Bend (Fig) .� g \ \ \ \ 14 LF PkESSLIRE IRRIGATION / I Im' ' 2 4" Fig x MJ Fittings - \ \ \ W I O g g 89 LF 4 PR E 9 \ o ' ' I PI Right-of-Way Crossln �RESS`UR a z �'' I i I I g y ` I F 4" . I 7 O �� I I 1 per Detail 3 Sheet 17 \ I Right-of-Way Crossln 1 4 TEE All FI 3 4 F I I I I I 4"90° Bend (Fig) 4 TEE(Fig) ( g) 5 6 7 \ 9 10 11 12 \\\_t3 \ o - III II I tit \ per Detail 3 Sheet 17 I 4'Gate Valve FI xMJ 4" Blind Fange ( g ) \\ \ Q `\\ _- - I I'I I \ 25 `\10 1 (2)4" Flg x MJ Fittings I _ (2)4 FIgxMJ Fitting a. l 5 \ \ \ \ 4" MJ Blind Flange , ' OCK4 3 PI Right-of-Way Crossin I+I ' I I \ per Detail 3 Sheet 17 WI I��\' I 1"' 24 11 I 31 1,� p JJ \ ;\ ' BLOCK 4 `I IIII 1 \ \ \ � D W�a I `� 4 I N = I \ 27 26 25 24 , ' 22 1 7 1 A 23 21 8 20 19 18 17 16 15 14 \\` m I81 I , IIIII / \ /^\� =1 6 23 1 11 30 _ 36 \ \� 1 SHEET I N - 12 UC. N Jll \ I / II wl �'7 1 I / I 1 1 ' \ I LillI 16 } a 1 IRRIGATION PLAN 0v 1"=60' REVISED O1 3" SDR 21" PVC riser - extend 18" above ground 10 12 O2 3"x4"x6" cinder block (or equal) 13 O3 4"x3/4" saddle minimum Domestic water meter box cover 00 O 4" main line minimum obliterate words "WATER METER" Ford No.X43 cast iron with 13 1/2" 11 locking lids O5 3/4 poly pipe 200 psi 6O 6"x3/4" 200 psi poly 18" above ground DATE 20" PVC 4/30/2020 O7 3/4" brass compression couplings \� PROJECT NO. O8 3/4" brass curb stop \/ \/ 1 1/2" curb stop ball valve C196003 X/ (e.g. Ford 611-666SW) DRAWN BY:11 1 O9 Rock chips �/ \�/\ R J SMITH //. Min 1 cu.yd. drain rock to CHECKED BY: \ 3 10 3" female add. bottom of valve for support 4 7 $ j\ //\ R J SMITH, PE 6 11 ji Locator wire 1-1/2 brass pipe 12 311 PVC plug 5 2 //\/'i 9 13 Marker steel "T" post 4 PRESSURE IRRIGATION SERVICE N.T.S. 1 DRAIN VALVE W N.T.S. Q Domestic water meter box cover, obliterate words"WATER METER", Z Ford No.X43 cast iron with 13 1/2 locking lids Air release valve 1 1/2" ES 200 PSI rated or equivalent J I.LZ j\\ Q � 20" PVC W \�i\ _ /i\� W W W 0 /\\�\ \\� 1 1/2 brass pipeCL Z J O Min 1 cu.yd.drain rock to Cn U) LU Wbottom of valve for support N \//�\\// \//\/ V m QJ 6 J = a _ LL z X W w 0 TOM w W 2 AIR RELEASE VALVE o Q 0 0 CD U) U) M a GRAVEL SURFACE PAVED SURFACE Native material as called for in AC pavement,Class G,furnished and the specifications compacted place in accordance with APWA to 95%in accordance with ASTM D 698 agency m4ininimuum required o 2 y controlling U UJ 5/8" minus gravel Neat pavement cut. Apply CCS-1 cai 2' min.depth emulsified asphalt to joints prior a to replacing pavement U f E O (j U O \/\\, 0C a a Undisturbed W Ce \ (J a 5/8" minus gravel compacted to 95% W within \\// in accordance with ASTM D 698 county street R-O-W 00 W \\ ° o o Pipe bedding as called for in the 0 0 /// // / specifications and compacted to F \\\/ \\� 95%in accordance with ASTM D 698 Ce CL Cr Class 200,SDR 21 PVC pipe N x c� 11" D 11" SHEET 0 Note: rn Sleeve pipe through right-of-way per City of Meridian Standard Detail SW2(detail 5 sheet 22). N 17 H 2 of 3 TYPICAL PRESSURE IRRIGATION STREET CROSSING 01 N.T.S. 1. m'1 1 1 1 I \ I REVISED 1�4 1 Existing street light ht g g ----------------- PET `\ •o° _ __ == — \ wf+z"I-------- — --�—— �r't-------------wfiz"1------' � i ' --- -- VI V HARRIS STREET-PET NEW STREET - / ' _ _� - T _ _ STREET LIGHT PLAN -7 EG EG EG — — _ EG — _ EG\— T EG EG ' \� ' G � E'`�'- \ �\ \\ — EG -' LIGHT - (TYPE 2) `EG E. : ,'=� ' " s - ' I_ GRAYCLIFF ESTATES PHASE �\ ` � \\ �r �_ � � �� ea � 889°33'Sfi"E 1320.30' ------- �, A portion of the SE 4 of Section 25 Township 3 NORTH Range 1 WEST Boise Meridian , /� ' ' DATE \\ ADA COUNTY, IDAHO Sawcut existing concrete,excavate, Noe, 4/30/2020 \ \ \\ // / g \ \ \ � \EP / / � \\ and connect to existing 6" PI valve 2020 with new 6 pressure irrigation main. PROJECT NO. BLOCK 10 �* QFr - I \ �\ DRAWN BY: \\\�► R J SMITH 2 `` `` %;' ;�' '// '' � , \\� \�� CHECKED BY: \ \\ \ I ` \ / /'' s \ \\ \� \ R J SMITH, PE \ �1GP- UNDERGROUND POWER \� `,1 `\ I \\ 1 \i NEIGH \ \ / / I I \\ \\ ' �' / ' / ° \ \\ \ O JUNCTION BOX ` \ 1 /= \ K / \\ >\f\\ Q PADMOUNT TRANSFORMER MERIDIAN TYPE 2 STR�tET LIGHT \`\\� o�\\ �I \� \ \�`� \ `� NEW STREET \ " �' ``�`\ \ \ \ \`\\ `\ \ \\\\\\\`\\ \ \ \ \ \ o \° \ \ \\IN AF/, i `\ \ ;� \\ F� \ LIGHT - (TYPE 2) NOTE \\\�\\ \ \�\ A ,/ \\\ ��'' 21 1^ Con truct street lights per the Cityof Meridian's "Improvement Standards for \` \\`\ / R fn JRE MULTI-FAMILY Street Lighting" and Idaho Power Company's improvement plans for I I \�\�� \ `\�� \\ \\ \R 40 ZONING Creikstone Subdivision. \ 60 0 30 60 120LU NEW STREET \� ,. \ I ` \ U) — ` 1 '\ \\ ``♦ SCALE 1"=60' .. LIGHT - (TYPE 2) Q . BLOCK BLOCK 1 `j \� � FQ 5 \\\ `` °Fj \ \ \\\ \\\\`\ \\ \\ \`��C��\♦ o 2 `\\I\` pFr ` s\ '1\ \\ \ s \ \\ \��\\\\f� ". � ■ NEW STREET I LIGHT - (TYPE 2) ��\ `��:�\ s� 3CL Cn J I I I �\ UO ' I ' II I I \\`t. 2 \ \ \ \�\ G♦ 1 ` \ W 9 7 BL 2 \`\ \ \ = \\ 5 `\ \``` Fr I �`` \\ / \'\\\ \ W - W to I 1 I I 1 \ \ \ \ 3 \ / `\\\\ `, \ 1 `, �\ LL W Lil j1 III I I • ' \\� o�>. �`\ �\\\\ j \ \\ 6 I \`\ / '1 ' `\ \\` LL Z \ t I I�III \\ ` 7 \ I \ 1 II 1 ' . / \\ \ \ 5 \ 33 Z \ /' III I 1 ° I � ' I � / \\ �\ \ \ \ \ 9 i i yv \ ` s \\ \ ` \ \\ \ \ 8 A/AFn/ \ \ \ / ` \ �Y \ I o \\` \\ 6 \ ` w • y II NEW STREET o 27 6 I 2k\ 9 \\ �IG 1I 11 LIGHT (TYPE 2) z \\ _ W. B ILL D 22 i 10 12 \` �` F, \ I III I I \%S ` A 1 I I \\ \ I 9C 0 I 12 I tt � 1--- -\ W 4 1 I 1 L 3 1 4 z ,'' I \ NEW STREET i 14' A 13// + + I 13 I z �I� awl I I LIGHT (TYPE 2) BLOCK3 0 II I f I \ 14 \ W >O, I 1 141, 29 5 18 \ D III � II 1 I I 17C III 11 1 \ \ �CK2 15 16 17 18 NEW STREET CL \\ 15 28 6 1 \ \ F hl I I/ II'I 1 ; I \\\ I \ \ LIGHT - (TYPE 2) -i \ bU m 'I I I oo / /\ ��sp/A `\\ Q O - 27 7 0 �c \ \ _ - A F o : } } ice' I = I I I \ VVWTON WOODS ST. _ �_ \ \\ w o I / I 1 I - , 1 _ _ �\ _ _ _ W. WILTON WOODS ST. o , I �� Vim/ ILTON WOODS—S� � 8 II 26 i 1 111 W 31 F 2 I _ ` \ c\ \� 1 2 3 4 1 5 6 7 \\` \ 9 10 11 12 �'�`13 \ `\ III I I (TY() 1 I 32\ \ / \ a. 10 25 LOCK 4 I 1'I 24 11 \`\ I 31 ; 35 \ \ BLOCK 4 W y�+I�I I11 I \ \ N tl l 1 11 I \\` \ ` I LL D i /' 1 4 N 1 _ \ � 27 26 \I _ I 25 24 22 7 1 \ 1 A , c �c f I 23 21 8 20 19 18 17 16 15 14 1 ` � 181 , , II I I �� / \ /^\ =1 6 23 1 1 30 _ 36 ` \ \�� SHEET I - 12 U 5 F \ I � 6 N 11 18 } a 1 STREET LIGHT PLAN 0v 1"=60'