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Recorded Plat
GENERAL SEWER 1. All work shall be done in accordance with the Specifications, and/or the City of Meridian 1. All work shall be gone in accordance wii.h the latest edition of the City of Meridian PRESSURIZED IRRIGATION DEVELOPMENT T PLANS F O R Standard Specifications and Drawings, and/or the requirements of the Ada County Highway Standard Specifications and Drawings and/or the Ada County Highway District modifications See Construction plans for Honor Park Subdivision No. 3 for Pressure Irrigation Notes. MUj�ERT PLAZA SUBDIVISION District, and/or the Current Edition of the ISPWC. to the I.S.P.W.C. 2. All Contractors, Subcontractors and/'or Utility Contractors shall attend a 2• Approval and acceptance of all sewer construction will be by the Public Works pre -construction conference a minimum of three (3) working days prior to start of work. Department and their decision shall be final. Such inspections shall not relieve the DRAINAGE A PORTION OF THE NWI/4 OF SECTION IG contractor from the responsibility of performing the work in on acceptable manner in TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN 3. Take all lot dimensions, easements and certain off -site easements from the plat of: accordance with the approved construction plans and Standard Specifications and Drawings. 1. The contractor shall have plans stamped "Approved for Construction" by the City of Meridian Public MERIDIAN, ADA COUNTY, IDAHO MINERT PLAZA SUBDIVISION. 3. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, Works Department on site at all times. 2007 4. The Contractor shall maintain all existing drainage facilities within the construction area unless otherwise specified. All sewer pipe shall comply with applicable portions of Section 2• Any change from the plans shall be approved by the designer and the City of Meridian Public Works until the drainage improvements are in place and functioning. 4.1 of the Standard Specifications and Drawings. Department. 5. All Contractors working within the project boundaries are responsible for compliance with 4 Locate service lines to the points shown on the drawings or as marked by the Engineer 3. Separation from the bottom of the drainage facility to seasonal high groundwater shall be a minimum all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction in the field. Mark and construct service lines in accordance with the Standard Drawings of 3. Contact Engineer for revised drainage facility design if bottom of facility is within 3 of seasonal 7.16(S) and 7.17(S). The service marker shall be in place for the final inspection. Service high groundwater elevation. Re -designed facility shall be approved by the Public Works Department. area. 4. The contractor shall contact the City of Meridian Public Works Department for inspection of all storm o �� 6. All material furnished on or for the project must meet the minimum requirements of lines shall extend five (5) feet beyond the right-of-way. Sewer service lines may be a " maximum five (5) feet deep at the property line unless otherwise approved by City water facilities prior to the placement of filter fabric. Minimum 24-hour notice is required. Approval is the approving agencies or as set forth herein, whichever is more restrictive. Contractors contingent upon inspection. sea must furnish proof that all materials installed on this project meet the requirements of Engineer. item #6 at the request of the approving agency and/or the Design Engineer. 5. The Public Works Department will inspect all public sewer construction whether within ROSE I SITE- " 7. The locations of existing underground utilities are shown in an approximate way only. public right-of-way or easement. The Contractor will notify the Public Works Department The Contractor shall determine the exact location of all existing utilities before forty-eight (18) hours prior to start of construction, and again twenty-four (24) hours WM_ R commencing work. The Contractor assumes all responsibility for any and all damages prior to pouring concrete collars. caused by his failure to exactly locate and preserve any and all underground utilities. 6. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, NO3 Digline # 1-800-342-1585. during pipe laying and pipe joining operations and while making sewer taps. Clean and 8. Work subject to approval by any political subdivision or agency must be approved prior restore to their original state any ditches and storm drain facilities that are silted due to M„ s PARK „MM to (A) backfflling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; the Contractor's dewatering efforts. Bec:ding and pipe zone material shall be (D) placing of asphalt paving. Work done without such approval does not relieve the three-quarter inch (3/4") rock chips unless otherwise approved. LnA sue„a2 "°°° SUMMS N0. t Contractor from the responsibility of performing the work in an acceptable manner. 7. The Ada County Highway District will inspect the trench above the pipe zone in I NO 02 9. All Contractors working within the public road right-of-way are required to secure a accordance with current ACHD standards. right-of-way construction permit from ACHD at least twenty-four (24) hours prior to any 8. Install sewer service lines prior to street improvements. construction. 9. Construct sanitary sewer manholes in accordance with Section 4.3 of the Standard 10. The Design Engineer shall submit Record drawings to the Public Works Department as Specifications, and Drawings 7.21(S), 7.22(S), 7.24(S), 7.25(S), 7.26(S) as applicable. " „u prescribed in Section 1.2.J.3 before final approval is given to the project. 10. The Contractor shall test all sewer lines in accordance with Section 4.1.0 of the E ern ,E 11. Only plan sets stamped "Approved for Construction" and signed by the City Engineer or Standard Specifications and Drawings. EEN V&LEr his authorized representative shall be used by the project contractor(s). Use of any plans 11. Place sewer service line:; in a six (6) inch diameter water class pipe wherever the k c , on the job without the "Approved for Construction" stamp shall be grounds for the service line crosses a stormwater disposal facility (i.e., seepage beds, drainage swales). issuance of a stop work order. 12. The horizontal separation of potable water mains and non -potable water mains NO2 LEY 12. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it eEr ML � . at least 25 feet from water mains. This requirement does not apply to catch basins or is necessary for a potable water main and non -potable water main to cross with less sand and grease vaults. than eighteen (18) inches of vertical separation, the crossing shall be constructed in 13. Any common lot containing public water or sewer mains shall be fenced at the lot accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems GENERAL LEGEND VICINITY MAP line(s). (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). NAVD-88 DATUM �� 14. Quantity and placement of street lights is contingent upon the electrical design by 13. The horizontal separation of non -potable services and potable water services or SS - - -- EXISTING SEWER LINE SANITARY SEWER MANHOLE SCALE: 1 =600' Idaho Power Company. The electrical contractor will be provided a street light map by the potable water mains shall be a minimum of six (6) feet. Where it is necessary fora __.__._.___ VV ___ EXISTING WATER LINE Meridian Public Works and Building Department with the issuance of an Electrical Permit. potable water main and non -potable water main to cross w,th less than eighteen (18) SD NEW STORM DRAIN OO EXISTING SANITARY SEWER MANHOLE PLAN SHEET INDEX 15. The Contractor shall keep on site at all times a copy of the approved construction inches of vertical separation, the crossing shall be constructed in accordance with Section W NEW WATER LINE Plans on which is recorded the actual locations of the constructed pipe line and any other 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section NEW SEWER LINE 4" SEWER SERVICE LINE utilities encountered. The Contractor shall provide these locations to the Design Engineer 43G.02 of the Wastewater Rules (IDAPA 58.01.16). T PI NEW PRESSURE IRRIGATION LINE TYPICAL WATER SERVICE SHEET DESCRIPTION for use in the production of record drawings per Section 1.2.J.3 prior to final approval of 14. When cover over a sewer pipe is less than three (3) feet from top of pipe to W/SERVICE DESCRIPTION - the pipe line installation. subgrade or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D X__ X - EXISTING FENCE 2" DOUBLE WATER METER, OR AS NOTED 1 - COVER SHEET, INDEX, VICINITY MAP, & NOTES 16. The Contractor(s) shall remove all obstructions, both above and below ground, as 2241,SDR 21, including service lines and fittings. EP----- EXISTING EDGE OF PAVEMENT required for the construction of the proposed improvements. This shall include clearing and PROPOSED FIRE HYDRANT 2 - FINAL PLAT 15. The Contractor shall conduct a television inspection upon completion of the sewer lines Ep NEW EDGE OF PAVEMENT _ grubbing which consists of clearing the ground surface of all trees, stumps, brush, and provide a videotape of the inspection prior to final acceptance of the sewer, per SAW CUT LINE 3 - SI FE DIMENSION PLAN undergrowth, hedges, heavy growth of qrass or weeds, fences, structures, debris, rubbish, Section 4.4 of the Standard Specifications. BOUNDARY LINE ya EXISTING FIRE HYDRANT and such material which, it the opinion of the Engineer, is unsuitable for the foundation of 4 - GRADING AND DRAINAGE PLAN 16. The paving Contractor shall set the grade rings and pour the concrete collars per ROADWAY CENTER LINE pavements. All material not suitable for future use on site shall be disposed of off site. I LOT NUMBER ISPWC SD-508. The paving Contractor shall car. tact ACHD 24 hours prior to pouring ROADWAY RIGHT-OF-WAY 5 _ UTILITY PLAN 8C 'PROFILE 17. Survey control points which are critical to the construction of the project are located concrete collars. EASEMENT BOUNDARY within the limits of work. The Contractor shall take precaution to protect the points in 17. Sewer construction will meet specific details and requirements of the following Current ® / CATCH BASIN - ISPWC 6 - WATER DETAILS LOT LINE SD-601 W 12" SUMP 18. All costs of retesting for previousy failed tests shall be backcharged to the ContractorEXISTING CONTOUR place. Edition of Idaho Standards for Public Works Construction Standard Drawings: 7 - SEWER DETAILS ------2hl0'-� by the Owner. All costs to the Contractor incurred in correcting deficient work shall be to 00�� FINAL GRADE CONTOUR DIRECTION OF DRAINAGE FLOW the Contractors account. Failure to correct such work will be cause for a stop work order WATER --�6 m STREET LIGHT and possible termination. 1. Construct the water system to conform with the standards in the "Idaho Rules for STATION ELEVATION @ STATION 19. The Contractor is to field verify all existing curb & gutter, storm drain, channel Public Drinking Water Systems", the City of Meridian Standard Specifications and Drawings ELEVATION POINT (TOP BACK OF ROLLED ,Z- EXISTING DECIDUOUS TREE (CALIPER) crossings, and sewer elevations or inverts prior to construction. When discrepancies occur and the Ada County Highway District modifications to the I.S.P.W.C. CURB UNLESS OTHERWISE NOTED) between plans and specifications, the Contractor shall immediately notify the Engineer. 2. All water pipe and fittings shall comply with applicable portions of Section 3.1 of the TRC = TOP BACK ROLLED CURB Untimely notification shall negate any Contractors claim for additional compensation. Standard Specifications and Drawings. Water mains shall be AWWA C-900, or C-909, TVC = TOP BACK VERTICAL CURB ° C`'P EXISTING POWER LINE & POLE 20. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing Class 150 PVC. TRLC = TOP REVERSE LIP CURB PC = POINT OF CURVATURE PEDESTRIAN RAMP PER ACHD SD-712C "C3", any NOI's, and preparing a Polution Prevention Plan (PPP) in accordance with the 3. Five (5) ft at of cover shall be provided for all water mains located in a section -line PT = POINT OF TANGENCY OR AS SPECIFIED, W/ TRUNCATED DOMES TO Environmental Protection Agency. Contact the EPA at 208-378-5746 for the required road. Five feet of covej- may be necessary for 3onie mid -section line roads; see plans. FL = GUTTER FLOW LINE , BE CAST INTO THE CONCRETE (ADHESIVE MATS information. A short term activityexemption for dewaterin shall be obtained in GB = GRADE BREAK P 9 Four (4) feet of cover shall be provided for all other water mains. GC = GRADE CHANGE NOT ALLOWED) AND PAINTED TRAFFIC YELLOW. accordance with DEQ requirements. contact DEQ at (208) 373-0557. Said permit shall be 4. The horizontal separation of potable water mains and non -potable water mains El = END INVERT SEWER SERVICE presented to the Engineer at least 48 hours prior to the beginning of construction. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it N 21. The pipe Contractor shall replar`e all pavement and concrete removed for the is necessary for a potable wafer main and non -potable water main to cross with less than �y 0%5 installation of water, sewer, or irrigation pipe. All pavement shall be replaced within seven eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance calendar days from the time the pavement and/or concrete is removed. Concrete and with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.03) a1 52 pavement shall be replaced per ISPWC Standards. and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). dog/G(3 ROADWAY5. The horizontal separation of non -potable services and potable water services or potable v9�1 OF water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water S OPT 1. All roadway construction shall meet the minimum requirements of Ada County Highway main and non -potable water main to cross with less than eighteen (18) inches of vertical District, the approved construction plans, and/or the latest edition of the ISPWC. All separation, the cressing shall be constructed in accordance with Section 542.07 of the construction in the public right-of-way shall conform to the Current Edition of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the I.S.P.W.C. and the ACHD Supplemental Specifications. No exeptions to District Poliicy, Wastewater Rules (IDAPA 58.01.16). Standards and the I.S.P.W.C. will be allowed unless specifically and previously approved in writing by the District. 6. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration 2. Ada County Highway District will inspect all work within the right-of-ways. Meridian beds and drywells) at least 25 feet from main water lines. This requirement does not %� ��/, Public Works will inspect private roads, parking lots and other paving improvements apply to catch basins or sand and grease vaults. CR=OR DRA d YIN7. Place No. 12 direct burial wire along the north and east side of water mains and Plans Are Accepted For Public outside the public right-of-way. -08 ApG° ROWED FOR CONSTRUCTMN Street Construction 3. Set the tops of all valve boxes and sewer manholes flush with the slope of the service lines, per Standard Drawing No. 7.04(W). 8. The Contractor shall notify the Water Department two 2 working days before initial MERIDIAN PUBLIC WORKS By slumping and signing the improvement plans, the Registered finished street grades. Y P O 9 Ys RECORD DRAWING INFORMATION Engineer ensures the District that the plans conform to au District 4. Ada County Highway District will inspect and approve all storm drainage improvements. construction begins and shall also request inspection of water lines and appurtenances INDICATED BY CLOUDING OR STRICKEN policies and standards. Variances or waivers must be specifical- Meridian Public Works will inspect storm drainage improvements serving private roads, ( twenty-four 24) hours in 9 advance of backfillin INFORMATION WITH BOLD ASBUILT APPROM By QANE ly and previously approved by the District in writing. Acceptance Y INFORMATIONof the improvement plans by the District does not relieve the parking lots and other paving improvements outside the public right-of-way. 9. Construct, pressure -test, flush and disinfect all water distribution systems in accordance . Registered Engineer of these responsibilities. 5. Place all water valves, blow -offs and manholes so that they do not conflict with any with applicable portions of Section 3.1 of the Standard Spec frcations and Drawings. BY_. DATE: -- concrete curb and gutter, valley gutter or sidewalk improvements. 10. Place water service lines in a two (2) inch diameter schedule 80 water class .pipe ADA COUNTY HIGHWAY DISTRICT 6. Existing A.C. pavement shall be cut to a neat straight line parallel or perpendicular to wherever the service line crosses a storm wate,- disposal facility (i.e. seepage beds, the street centerline and the exposed edge shall be tacked with emulsion prior to paving. drainage swales). 7. Class A-1 pipe bedding system per ISPWC SD-302 is required. Trench backfill shall be 11. The Contractor shall be responsible for providing continuous water service to all existing REVISED in accordance with ISPWC Section 306 using native trench backfill material and Type A-1 water users affected by construction. NO. DATE DESCRIPTION compaction. 12. The Contractor shall be responsible for locating and marking all existing service 1. 09-28-07 CITY COMMENTS 8. Roadway construction wwill meet specific details and requirements of the following 2. 10-10-07 REV. TRASH ENCLOSURE AND L.S. ISLAND alley Engineering, Inc. connections per Standard Drawing 7.08(W). Current Edition of Idaho Standards for Public Works Construction Standard Drawings: 13. Secure and anchor all tees, plugs, caps, bends, and other locations where unbalanced /r 1. Street Section, SD-801 and sections as shown on Street Details Sheet DEVELOPER (AVIL ENGINEERING I PLANNING I CADD forces exist by suitable thrust blocking as shown on Standard Drawing 7.09(W). 1472 E. IRON EAGLE DRIVE TEL 208-938-0013 2. 4.0' Concrete Valley Gutter, SD-708 14. The City of Meridian requires that all water meters and waterworks brass be ANSI/NSF D&R PROPERTY INVESTMENTS, LLC. EAGLE, ID 83616 FAX 208-938-0516 3. Rolled Curb and Gutter, SD-702 61 certified. P.O.BOX 568 DRAWN -BY- DES CHECKED BY'CHAD S. KINKELA P.E.PROJECT NO. C27028 DATE:06-25-07 4. Pedestrian Ramp for Handicapped, SD-712C "C3" as noted on street sheets. 5. Sidewalks, SD-709 NAMPA, ID 83686 C C7 \/ E FZZ 'EE�; Q-fl fF-=- F=- -il- 6. Standard Drop Inlet Type I w/ 12" Sump, SD-601 for 6" standard curb & gutter. 884- 4100 M I N E R T PLAZA S U B D I V I S 10 N -SHEET 7. Inlet Catch Basin Type VI (for rolled curb) SD-604A. P.NU7028 K� PR.- IN., eanVbrar Fah&i pan\evn)V� NA Cav dn9, 9/l/2003 nA0:%N�I SPECIALTY G F2 ®U P I lei C • \�/. 12 I BRASS CAP BASIS OF BEARINGS 7 S89'20'01"W _ -� 24-01.63' 13 118 CP&F #98117248 - - - - - - E. SCHILLER LANE (PRIVATE) - S. FRANKLIN ROAD _ . - FOUND 1/2" IRON PIN N (N89'32'02"W) (194.49') - - - - - - - - - PLS 4998, REPLACED S89032'59"E 194.560 " -:................................. ............ , . 1 ..081.42................ 1...............85.60'.................POUND 2' R.M. ; VARIES ` 1------------------rl - - -1- - - - - - - - - - - - - - PLS 4998 $ - L_2__ I i J� FOUND 2' W.C. SEE N 0� PLS 4998 I 1 1 I I I �15 I 1 0 1 1 1 1 I SEE NOTES 5& 6--""� L 1 1 i III 1 '1 I li I II 1 fl (n 10 I 1 1 i I rn it 1 I(T1 700 j I SEE NOTE 7 1 I m 1 I 1 l7 O N �i' 0 o rn � I N N 1 I j I 1 I 1 O' m I i I IO 1 I 88.50' It I 1 I 1 mF S80.53'04 W i 1 9D C 1 1 '1 �1 BLOCK 1 I ; fl m 1 i q co O Z m ' II II 11 SEE NOTES 5 & 6 1 ' BRASS CAP 7 1/4 1 8 7' CP&F #104161986 Z p ► I '' I IL--- ------------ L11---------------L, 1 I I FOUND BENT 1/2" PIN, PLS 1 I i I 4998, REPLACED I I L L4 I lol I wl O _ Iw II O I N8928'46"E 106.22' i I ° cflv�J 01 1 11 SEE NOTES 5 & 6-� j I L I Igo VARIES ' I j ilJ SE NOTE 81 1 L - 1 - - - - - - - -------- --------------------------------- 0 1 o PLS 4998 o ----------------------------- J L6 •'• 56.34' p.......�`...... N89'28'48"E S89'28'46"W 189.29' N89-32'16'w 252.40' (S89-31'22"w) (189.27') REAL POINT 60.00' HONOR PARK SUBDIVISION NO. 2 OF BEGINNING Bk 68, Pg. 6959 LINE TABLE LINE LENGTH L1 6.72 _BEARING N00'27'01"E L2 21.22 N80'53'04"E L3 144.00 N09'06'56"W L4 15.94 N81*10'23"E L,i 51.31 N00'26'55"W L6 115.22 S89'28'46"W L7 17.00 SO0'31'14"E L8 10.60 S89'28'46"W L9 10.56 N89'28'46"E L10 19.50 N00'27'54"E 1-11 68.05 S89'28'46"W L12 118.97 N09'06'56"W L13 20.09 S80'53'04"W L14 11.17 _ N06'40'51"W L15 12.68 N00'27'01"E D:\CZ>Oi8 MIS[ Plaza � MOMr DdhybMr Ddh SIe Gldn\MryUiagt Rim RATAmy 9(i/30049:OI:SB GM CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIRECTION CHORD C1 4.16 15.00 15'53'24" S81'36'17"E 4.15 C2 9.06 14.50 35'49'04" N17*27'31"W 8.92 C3 8.95 15.00 34'10'48" S17'32'28"W 8.82 PLAT SHOWING MINER T PLAZA S UBDI VISION LOT 10, BLOCK 2 OF HONOR PARK SUBDIVISION NO. 3 BEING A PORTION OF THE NW 1/4 OF SECTION 18, T.3N., RAE., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2008 20 0 10 20 40 SCALE IN FEET LEGEND ------- SUBDIVISION BOUNDARY - SECTION UNE - - - - - - - - EASEMENT UNE (SEE NOTE 1) --------------- EASEMENT UNE (SEE NOTES 5 & 6) EASEMENT UNE (SEE NOTE 7) - - - - STREET CENTERUNE LOT UNE •••••••••••••••••••••••••-••••• SURVEY/DIMENSION UNE ULOT NUMBER Z. '- U) N N N LO 0 f 0 A (52.07') W.C. R.M. H FOUND BRASS OR ALUM. CAP MONUMENT, AS NOTED FOUND 5/8" IRON PIN, NO CAP SET 5/8" x 30" IRON PIN WITH PLASTIC CAP, PLS 11118 SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 11118 FOUND 1/2" x 24" IRON PIN, AS NOTED CALCULATED POINT RECORD DATA PER HONOR PARK SUBDIVISION NO. 3 PLAT WITNESS CORNER REFERENCE MONUMENT Notes: 1) A ten (10) foot wide permanent public utilities, property drainage, irrigation and Meridian City street light easement has been designated along all lot lines common to a public and Private Right -Of -Way. A five (5) foot wide permanent public utilities, property drainage, and irrigation easement has been designated along each side of interior lot lines. A ten (10) foot wide permanent public utilities, property drainage, and irrigation easement has been designated along rear lot lines. See Honor Park Subdivision No. 3 Plat, as shown in Book 78 of Plats on Page 8191, records of Ada County. 2) This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural operation or an appurtenance to it shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding nonagricultural activities after the some has been in operation for more than one (1) year, when the operation was not a nuisance at the time the operation began; Provided, that the provisions of this Section shall not apply whenever a nuisance results from the improper or negligent operation of any agricultural operation or appurtenance to it." 3) Any resubdivision of this Plat sh ill comply with the applicable zoning regulations in effect at the time of resubdivision. 4) All lots in this subdivision are commercial lots to be maintained by the property owners association in accordance with CC&R's to be filed for the Minert Plaza Subdivision. 5) Perpetual ingress/egress and common access easement conveys to the property owners of Minert Plaza Subdivision and the public accessing the properties a perpetual right to ingress/egress to the subdivision and parking which shall run with the land as specified in the CC&R's for Minert Plaza Subdivision. 6) The ingress/egress and common access easement as shown on this plat is hereby designated as common access, ingress/egress, property owner drainage and public utility easements for the benefit of Lots 1 through 3 Block 1. 7) City of Meridian Sanitary Sewer and Water Easement per recorded instrument No. 8) Direct lot access to South Stratford Drive is prohibited. 9) The Right of Way width of S. Stratford Drive varies in this area. See Honor Park Subdivision No. 3 Plat. 10) Maintenance of any irrigation or drainage pipe or ditch crossing a lot is the responsibility of the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by the Nampa Meridian Irrigation District in compliance with Idaho Code Section 31-3805(B). Lots within this subdivision will be entitled to irrigation water rights, and will be obligated for assessments from the Nampa Meridian Irrigation District. �IM M- O�PL LA)VD S G%STeR Arc ALUMINUM CAP CUNT HANSEN, PLS C 1 /4 LAND SOLUTIONS, CONSULTING, pUCRVEYING a N 1 1 1 18 0 20 231 E. 5TH ST., SUITE A C7 A '2' 2 CP&F #8953497 MERIDIAN, ID 83642 li�rre OF \��g� alley Engineering, Inc, ON W. NP CIVIL ENGINEERING I PLANNING I CARD 1472 E. SHEET 1 OF 3 EAGLE, ID 83616RON LE DR. FAX 208-938-0516 RECORD DRAWING 1e 09-03-08 RECORD DRAWING INFORMATION INDICATED BY CLOUDING OR STRICKEN INFORMATION WITH BOLD ASBUILT INFORMATION. NO. DATE DESCRIPTION COMMENTS1. 09-28-07 CITY 2. 110-10-07 REV. TRASH ENCLOSURE AND L.S. ISLAND alley Engineering, Inc, 3. 10-24-07 REVISION PER CITY OF MERIDIAN CIVIL ENGINEERING I PLANNING I CARD 1472 E. IRON EAGLE DRIVE TEL 208.938-0013 EAGLE, ID 83616 FAX 208-938-0516 DRAWN BY: DES ICHECKED BY: CHAD S. KINKELA P.E. PROJECT NO. C27028 DATE: 06-25-07 MINERT PLAkZA SUBDIVISION = S SPECIALTY GROUP INC_ 1 11 1 1 II \ 1 1 \ \\ \\ - ---- --------_________ _____________-___ 0 h s ss ss ss ss SS S>—SS SS 55- E. SCHILLER LAN (PRI VA TE) \ \ 1 \ \ u \ —SS 55 O — p \ \ \ \ \\\ \ i, --- --�-- — _— __ - — __--- — --- -- 00 5.00-� I 1" -- 9 1 00 .95'-� m 112.45 \ \\ \ \ \\ 11AO' r19n (31 n rn P2 o 0 1 \ 1 1 1\\ \ .c rn ' '00 I I _ 28�D�so 0 III o .- 1 5.00' 33 a` III FUTURE BLDG o0 o- 1 111 5.00 BLOCK 1 ' co) 1c.00' ` Po � t` ' 1 111 1 11 111 Il O - O 1 'o - --- I t ,� jy I 1 111 1 ' III I 16-47000 FUTURE BLDG I 1 1 _, .4� j;" o O �'< 1 III 1 I III I 1 BLOCK 1 I III i , it III I N "YY I - t1.00' a o ocz 1 0 0 0 1 1 I III I Ill i 11.00' 20.00'--- _.--5.00' III I I III II T , III I I I tl I I 1 o I a ® J I .-_. 39.43' III I I III I 00'-� '113.OU ! _ _ 67.5 0 - , 3069sf 1 I II oo s, ,� III I III I PROPOSED ' �� nn R� 9.00' k I NEW BUILDING I' NEW BLDG 6.00' III I --rr— O0.50' BLOCK 1 J 00, ?00, SUGGESTED <� BI RACK Q 12.00' 10.50' R2.00 -- 9.00, CATION ♦; rn tO rs 9.22' 11.00' I -- IR -- IRR —IRR- ----I' N IRR IhR —IRR R RIFR— I � L P:\Q%�ZB M�rcrt Wu � IbMr Poh\Moror Poh Site Ran\C..'9VbrbrPoh Sx Oin.dg.9filL0� 9:0I:44 PM 7711 II 1 II L I I III I III I I III I 4 I I III I 71T— III I J III I � •o III I I III I I II i I S I II III I� I I I III I I III I I III I I III I I III I III IR --IRR--'171-- II I I I III I 111 I I I III I_ I III I I III I III I I III I III I I III I III I I III I III I i III II I RECORD INFORMATION TABLE FOR LOT 3, BLOCK 1. PARKING NEEDED: PROVIDED: STALLS: 6 15 BICYCLE NEEDED: PROVIDED: STALLS: 0.25 3 BUILDING 3069 S.F. SIZE LOT SIZE: 0.32 ACRES 13, 751 S. F. FRONT: 0' INTERIOR: 0' SETBACKS REAR: 0' L.S. BUFFER 10' ST. FRONTAGE ZONING EXISTING: PROPOSED: DIST. CG CG LEGEND ( 6.500 0 — —BLOCK 7 — — R R R "I N DRAWING RECORD DRAWING INFORMATION INDICATED BY CLOUDING OR STRICKEN INFORMATION WITH BOLD ASBUILT INFORMATION. BOUNDARY LOT LINES ROAD CENTERLINE RIGHT OF WAY LOT NUMBER LOT AREA BLOCK NUMBER PUBLIC UTILITY & DRAINAGE EASEMENT CITY OF MERIDIAN SANITARY SEWER EASEMENT INGRESS/EGRESS & PARKING EASEMENT CURB GUTTER SW SEWER LINE WATER LINE STORM DRAIN LINE' PRESSURE IRRIGATION GRAVITY IRRIGATION BRASS OR ALUM CAP (AS NOTED) 20 0 10 20 40 SCALE IN FEET 1 " = 20' NO. DATE DESCRIPTION 1. 09-28-07 CITY COMMENTS 2. 110-10-07 REV. TRASH E CLOSURE AND LS. ISLAND alley Engineering, Inc. 3. 10-24-07 REVISIONS PER MERIDIAN CITY CIVIL ENGINEERING I PLANNING I CADD 1472 E. IRON EAGLE DRIVE TEL 208-938-0013 EAGLE, ID 83616 FAX 208-938-0516 DRAWN BY: ors CHECKED BY: CHAD S. KINKELA P.E. PROJECT NO. C27028DATE: 06-25-07 SITE DI KA E:"S101V PLAN MINERT PLAZA SUBDIVISION cEE SPECIALTY GROUP ING_ _: h I c�� - - - - - - - - - - -- - - - - - - - - - ------- -------------------------_-------_ - - - - - I 1 1 1 1 \\ 1 \ E. SCHILLER LAN (PRI VA TE) 7 n A l 1 \ 1\ M.E. 7 \ 1 1 V) ` 1\ --- 7.616.5 M.E. 1\ 1 - -- -- ----- �A ao 2616.30 SW 4 2617 07 Sw 2676.47 SL- 2616.50 SW % _2 \ I 2618.12 sw 1V- 616.84' ., 6gt �7 EP • . . t�814 II 2616.99 W--=616.94 SW 267647 ,EP- 4 26'6.5�'� -2616. 9 EP �;y�._- 2616.609 11 r ' . FA 11 \GONG W Q \ \ \\ 1 FACE 6" CONIC WALL -2676A3 EN5 1 0 2678.12 SW ; 2617.04 EP 2616. 43 - =I1�TC �2,qy TBC® IN T 2617.64 W - -- - ^ 2616.0 EP �_2616.51 SYI 1 \\ 1 111 II 7.616.53 SW�614.0 2615.7 EP 26i6.7, SW li► _._". 2615.78 P-- 26157, EP - A \ 1A1 A 11 - �- 2615. M1 EP 2616.11 EP �- O s 1' '17G , 1 I FUTURE BLDG ' _ - - 27s66892Ssrr- 26nso sv s` J'' 1 PgND111 , \\ 1 _ II 2616.08 EP- t _. zst 7.at EP - '� 2618.01 SW- .' z 2617. 4 EP \ t t6 POi,ID 111 1 1 \ \\ \ 2617.09 EP -2612 S SW -2677.92. SW rt \I1 26181� W 2617.60 SW 1 a6ia,tz sw �- - __ - 6 35 1 2617.1 EP TM P 7 zsls.2o r-F- 1 BTTM Po D 111 1 I11 I 2617.43 EP ✓ 1 111 1 1 111 1 2617.16 26i8.03 w t 1 1 111 1 1ri0 1 111 -2617.88 SW 261726 EP 2616.88 EP- 1 _2 on� rF 1 1 111 I 261812 SW 2618.14 89 �f 2617.09 EP- ,L 261812 SW 2618.21 SYI- 2616.R6 EP I III 1 2617.59 EP 261 06 Ell _ FUTURE BLDG >< 1 2618.23 W ' 1� 1 - 2618.2.3 'W - j I. 2617. 9 EP � 261�.59 EP 617.27 EP 2617. 2Z w t S 1 1 1 / /-2 0% --� ► 6 I III I I - 261,L9 StFf�� 2 .381 l FP-- �°I° 2617.27 EP 1 i �t r�� i .617.19 FP-� 17 JM1 EP 2617. 9--2617.89 SW r 5 B POND ii II 1 2678.1M1 SW - i 26,8.05 sw / zsls.a8 EP ast(((7777,7,71s PL_ 2613.4 2 3.7871 I / !�26\7.15 EP 2617.926SW92 SW '', ' P D II tee POD 1 2G1815 SW 261712 EP 29 1 II I 261811 $w_ --- 1 1 i 2613;591111 2G17 03 EP " zs1II.12 sw _ __ 1 ____, r..: B POND - - EP �590 �\ e�z �t - 2 a6 , 1 5 II I t r _ \ 261s.7�Y 16.52 I 26 1550 1 1 2616.38-EP- �\ \\ z61 . W CO WALL 11 1 FACE 6" IiNJC WA ©�V� I III I 1 2617.80 SW - - \ , 616 \ 2 os al V 2W. � III I �. Cg w NV4.44 III I 261$ 20 �F 2617:14 EP 2616.0 FL` 1734 EP- 2617.15 EP 2616.0 FL 1 2 18.12 sw �� \ t I 3069 2 % V \ NOTE: ' NEW -BLD \ ALL HANDICAP PARKING SIGNAGE AND Ij \/�' _. \ / 261713 EP-' STRIPING SHALL CONFORM TO CURRENT ADA REQUIREMENTS. MAX SLOPE IN HANDICAP t 2618:12'S 617 a -26171z EP 2su 2 P j - " A�� 2617341S1'I I V i° \ 2615.70 Ft-- 261 ti.48 EP I z6n oo EP v A l III 2615 r8 FL I _ -_ I 1 j 0.5% 2.616 52 EP 2676 54 EP 1 I if I I3 l I ,-2617.02 EP I Itfl x 2 8 .SY! 2615..7 FL ; STALLS IS 2.00% IN ANY DIRECTION I� O . -.- 2615.93 FL e % 2616.60 EP 3 --' 2617-94 SYl.--� _ 'z q°t° 2616.,E EP _ E. 2616.65 EP', 2618.12 SW VARIES TOOLED JOINT 2.0=' SLOPE 0 V P " MINUS CRUSHED GRAVELoa to . THICKENED EDGE SIDEWALK DETAIL NN V:\Q2028 MUMR Roza-Ibror cah,}wror Vah SR VNnWx'flVraar Lark Grd6'y 3TSS 9/U"%r44:2H39 RA 1/2" BOND WITH REZI- 10DO EPDXY IN 2DANCE WITH THE 18" NATURAL EARTH T PAVEMENT 7618.12 SW-' 2618.01 8Y1 2617.5E EP 1 EP 2617.7E Iu� yl GRAVEL BASE 2 1/2" ASPHALT 4" LEVELING COU 10" PIT RUN �2617.39 EP ry 2677.50 EP 2617.M16 EP 2617.32 EP I 4 % 2617.36 EP! t1� ..2616.96 1 2617.02 EP- 41 ' i I I 2617.24 2617.34 EP, i L KEYNOTES (1 CONST. THICKENED EDGE SIDWALK (SEE DETAIL THIS SHEET) O2 CONST. EXTRUDED CURB (SEE DETAIL THIS SHEET) 03 MATCH EXIST. CURB �\ FIELD VERIFY PRIOR TO CONSTRUCTION 4 CONST. DRIVEWAY APPROACH FOR EMERGENCY ACCESS PER I.S.P.W.C. SD-710-C 5O CONST. BOLLARDS ACROSS EMERGENCY ACCESS 6, CONS]. TRASH ENCLOSURE WITH CONCRETE F AD. 7O CONST. 4' CONCRETE VALLEY GUTTER U EXISTING PRESSURE IRRIGATION SERVICE. CONTRACTOR TO VERIFY AND RELOCATE IF NECESSAR rINTO LANDSCAPE AREA. O CONST. SCUPPER AND SAND/GREASE TRAP 1 "ER ACHD-630 (SEE DETAILS THIS SPEET) lO CHANNEL ASPHALT VALLEY GUTTER TO FLOW 11 CONST. DRAINAGE POND (SEE DETAIL THIS SHEET) CONST. SCUPPER AND SAND/GREASE TRAP 2 PER ACHD-630 (SEE DETAILS THIS SHEET) I� PROTECT EXISTING GRAVITY IRRIGATION IN PLACE. MIN 2' OF COVER. 14 CONST. STANDARD VERTICAL CURB 15 CONST. BLOCK WALL OR EQUIVALENT CONST. PEDESTRIAN RAMP FER I.S.P.W.C. SD-712C "C3" \ LJ II 1 III _ II � II rli / II Jv II TOP OF BANK 1 18" BLOCK WALL OR EQUIVALENT tI 111 I I II III II 1 III I I III I I III I I III i III I 1 III I I 1 III I I III I I III I III I I III i I III I I III I III I I lu I I III I I III I I III I I III I III I I ii I I III I I II III � I lu I I III I I III I I III R I III I ��iRR qR ` I III ` III I III � I III 1 III \I III 1 III , I III VOLUME ® HIGH WATER t2920cuft SEED ONLY) 0T7.OM 2613.00� 6" COBBLE STONE MIN. 3 SAND LENS MINIMUM OF ` 3' DEEP. EXTEND TO FREE G.W.DRAINING MATERIAL WRAP ` SIDES N1TH FILTER FABRIC nimigZl#jzlpjl 1-1 1ww If APPROVED FOR CONSTRUCTNON MERIDIAN PUBLIC WORKS CURB AND GUTTER I 8 LF SCUPPER SEE DETAIL THIS SHEET 2616.51 TOP OF SIDE WALK 3' II II • 1• I I I I • 1• - - • • I I I � • • � II II I 12" RCP TO POND LH CLEANOUT LIDS TO BE FLUSH I MAI 0 zOn i 1 1 CONTRACTOR TO HAND FORM GUTTER TO DRAIN INTO SCUPPER J ww 0 V) 5'-0" 3'-0' I� SIDEWALK TRANSITION SECTION v / 2 LF 2-1/2"x2"x3/8" NC - 2.0r. / GALVANIZED STEEL ANGLE 4. 1.60% - 6"\ty: � a 6"(TYP) SCUPPER DETAIL TYPICAL PROFILE NOT TO SCALE (3) ANCHOR BARS 0 12" O.C. SEE DETAIL THIS SHEET (4) 96" #3 BARS ® 8" O.C. (14) 28" #3 BARS ® 7" O.C. 1^ 0 ba a a 6" 4. o a a e a a 6" 18" 6- SCUPPER DETAIL TYPICAL SECTION NOT TO SCALE SEED ONLY Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to oil District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities.. BY DATE: ADA COUNTY HIGHWAY DISTRICT CURB AND GUTTER I I 8 LF SCUPPER SEE DETAIL THIS SHEET 2616.30 TOP OF SIDE WALK 3' �-12" RCP TO POND CLEANOUT LIDS TO BE FLUSH CLEANOUT LIDS TO BE FLUSH WITH LANDSCAPE TOP OF BANK 3 LF 12" DISCHARGE PIPE -W/ FLARED END -SECTION WELD BAR TO 10" STEEL ANGLE -� U 3" so T ANCHOR BAR NOT TO SCALE RECORD DRAWING 09-03--08 RECORD DRAWING INFORMATION INDICATED BY CLOUDING OR STRICKEN INFORMATION WITH BOLD ASBUILT INFORMATION. DIA. CONTRACTOR TO HAND FORM GUTTER TO DRAIN INTO SCUPPER ww 0 :Z 20 0 10 20 40 SCALE IN FEET 1"=20' 1. 09-28-07 CITY COMMENTS 2. 10-10-07 REV. TRASH E CLOSURE AND L.S. ISLAND �.iley Engineering, Inc. 3. 11-07-07 ACHD COMMENTS CIVIL ENGINEERING I PLANNING I CARD 1472 E. IRON EAGLE DRIVE TEL 208-938-0013 EAGLE, ID 83616 FAX 208-938-0516 DRAWN BY: DES ICHECKE6 BY:CHAD S. KINKELA P.E.PROJECT NO. 027028 DATE:06-25-07 GRADING AND DRAINAGE PLAN MINERT PLAZA SUBDIVISION m�s SPECIALTY GROUP INC_ — -� _ _ _ _ _ _ _ _ _ _ _. _ _ U .—� / _ / / ' SSMH Al 2+00.00 E. SCHILLER L (PRI VA TE) - - -------+-------- -`- --- _ ----------------------- �\ - 5 --- 4 - - - - - - - ----------- \\� P P F'-- W-- 1_v—_.GA 1 P P_ CA j G__ _L G _— I 1 RIM=2616.8:i P P P___-- 1 66 I I I I INV=2614.83' II I I III I � II 2+59. 6 I I IIII 2700sf 38' R 0-- - - --- I I 1 �0' R SEWE T FUTURE BLffG 261 26 ' I o It`; I_ I __ 5 BLOCK 1 I 1 ;s I I I I II I +94.49 8' L I II. -.I-`----1------ I E 2610.65 SEARCHED FOR 1 00 I COULD NOTBFIND I I s A MARKER. 2700sf lI r„ URE I I I I BLOCK 1 I NO VALVE I F.s 38 I I 1 5 I RI`M= 617.0 I3+38. 6 INV=- 609:4 ' 20' T R 29' I I i El 2610.2 I +38.26 II 1 SKEW 108' — xl I 11 IIQ I I iNEW B — — NEW BLDG— ' I — I I 3 I BLOCK 1 'L--------- 120 � z v F- H � X W W U V) > 2620 a a > 00 00 cy)� It 00 WON O O O O `t c0 N oj (O S N N z O z V)l¢-�» > n N z z_ z 2616r II I 1 I I I i I I I I I I I I I 261 i I I I I I I I I I I I I �4 260a -- - - - wu �— 1N V=2614.22' i iINVYfy�-I --T4 GROUND a FINISHED it 1 111 1 1 \\ 1 \a 1 \ 11 1 111 \ \o \ 111 1 111 \ \ 1p 1 \ 1 \\ 1 \ \11 \ 1 \ 1\ 1 \ � 111 1 � 1 ° I I I I III I � I III I I i III 1 I III I I � III I i I III I i I III I I i III I I I III I I III 1 � I III I I I it I i I i II I I I lu I I � III I I Ill I i III i I I III I I i III I I I III I I I III I I III I t I III I t I III � t I III i t I III I I I III I � III t IRR I I III III coo I I III _ I III LINE 3�00 ti ;, > > n W !n 00 . co c1 0 N :D O _ > > � Z Z O � n O too t0 N N RECORD DRAWING 09-03-08 RECORD DRAWING INFORMATION INDICATED BY CLOUDING OR STRICKEN INFORMATION WITH BOLD ASBUILT INFORMATION. DATE KEYNOTES O1 TYPE "P" SURFACE REPAIR REPAIR CURB, GUTTER, & SIDEWALK AS NECESSARY 02 CONNECT TO EXIST. MANHOLE PER I.S.P.W.C. 502.3.4 RECHANNEL MANHOLE TO FLOW CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATIONS 3C REMOVE & DISPOSE OF EXIST. 6" SEWER STUB ® REMOVE EXIST. BLOW —OFF CONNECT TO EXIST 8" WATER MAIN OS INSTALL WATER METERS (PER MERIDIAN STD. DWG. 7.06(W)) © I CONST. 48 LF 8" WATER MAIN O REMOVE EXISTING MANHOLE AND PIPE. ® �FOR. NEW ONSITE SPRINKLER SYSTEM, CONNECT TO EXISTING PRESSURE IRRIGATION SERVICE. CONTRACTOR TO VERIFY AND RELOCATE IF NECESSARY INTO LANDSCAPE AREA. PROTECT EXISTING PRESSURE IRRIGATION IN PLACE. 9C CONTRACTOR SHALL LOCATE GRAVITY IRRIGATION PRIOR TO CONSTRUCTION. IF BUILDING FOOTING IS IN CONFLICT WITH EXISTING GRAVITY IRRIGATION CONTACT ENGINEER FOR GRAVITY IRRIGTAION MODIFICATIONS. ® PROTECT EXISTING UTILITIES IN PLACE 11 PROTECT EXISTING DROP INLET IN PLACE © EXISTING UTILITIES APPROXIMATE LOCATION. VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CALL DIGLINE TO MARK UTILITIES. © INSTALL 8" FIRE SERVICE LINE W/2" BLOW —OFF ASSEMBLY 8" TEE (FLG) 8" .VALVE (MJxFLG) 8" ADAPTOR ® CONST. 56 LF 8" WATER MAIN © ;CONST. 45 LF 8" WATER MAIN ® CONST. 50 LF 8" WATER MAIN Q CONST. 127 LF 8" WATER MAIN ® 90- BEND (MJ) �9 CONNECT TO EXIST. 12" WATER MAIN 12"x8" TAPPING TEE 8" VALVE (FLGxMJ) COORDINATE W/CITY OF MERIDEAN ® CONST. 19 LF 8" WATER MAIN © CONST. 8 LF. 6" WATER MAIN 8"xWx6" TEE (FLG) 6" VALVE (FLGxMJ) 6" ADAPTOR (FLGxMJ) FIRE HYDRANT (PER SD-7 CONNECT TO EXIST. 8" TEE 8" VALVE (MJxFLG) 8" ADAPTOR .2" BLOW —OFF ASSEMBLY SEE 'WATER NOTE NO.4 SEE WATER NOTE NO.5 ® PROTECT IN PLACE EXISTING BACK FLOW PREVENTER AND ALL P—IRR FACILITIES IN GENERAL. WATER METER LEGEND (PER SD-7.08) —� 2' SINGLE METER SERVICE AND 2' SETTER N.OTE:_, THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED, 20 0 10 20 40 Norm iiiia SCALE IN FEET 1"=20' .. 10-10-0 VEV �vmmTRASH P/sJ CAOalley Engineering, Inc. 2. 10-10-07 REV. TRASH ENCLOSURE AND L.S. ISLAND 1. 10-17-07 CITY COMMENTS 4. 10-24-07 CITY COMMENTS CIVIL ENGINEERING I PLANNING I CADD 5. 11-08-07 CITY COMMENTS 1472 E. IRON EAGLE DRIVE TEL 208-938-0013 EAGLE, ID 83616 FAX 208-938-0516 DRAWN BY: DES ICHECKED BY: CHAD S. KINKELA P.E. PROJECT NO. C27028 DATE: 06-25-07 SITE UTILITY . PLAN AND PROFILE MINERT PLAZA SUBDIVISION SPECIALTY -' GROUP INC_ zn 5 - NOTE: 1. TO FACILITATE PRESSURE TESTING, INSTALL THE PIPE AS LEVEL AS POSSIBLE TO PREVENT AIR POCKETS FROM FORMING. IF HIGH POINTS OCCUR, A TEMPORARY AIR RELIEF VALVE, PROVIDED BY THE CONTRACTOR, TO EXPEL TRAPPED AIR MAY BE REQUIRED. ' IF GROUND WATER IS ENCOUNTERED, A COMBINATION OF 6" OF SAND OVER 6" OF %" MINUS ROCK CHIPS SHALL BE USED. WATER PIPE INSTALLATION 7.04(W) -NTS- NOTES: 1. .NO GALVANIZED PIPE OR YELLOW BRASS FITTINGS SHALL BE USED. 24" TO BACK 2• SERVICE PIPE SHALL BE ULTRA HIGH MOLECULAR WEIGHT OF SIDEWALK POLYETHYLENE PIPE CONFORMING TO ASTM D 2239. SIOR 7, CLASS 160. IRON PIPE SIZE. 3. SADDLE COUPLERS SHALL BE USED FOR CONNECTION OF ALL SERVICE LINES TO PVC MAIN. ALL SERVICE SADDLES SHALL CONSIST CFA FINISH GRADE SLOPE TO STAINLESS STEEL BAND AND MEULLER THREADS TYPE CC. BACK OF SIDEWALK 4. NO SERVICE CONNECTION SHALL BE MADE WITHIN ONE FOOT OF THE PIPE ENDS. MULTIPLE CONNECTIONS MADE ON THE SAME JOINT OF PIPE SHALL BE STAGGERED ON THE CIRCUMFERENCE AND SEPARATED BY A MINIMUM OF ONE FOOT. 5. METER TILES LOCATED IN CONC. DRIVEWAYS SHALL BE CENTERED IN A 4' X 4' SQUARE OF CONC., SEPARATED FROM THE REST OF THE DRIVEWAY CONC. BY EXPANSION JOINT MATERIAL. USE 20'OTILE WITH CONC. GRADE RING, STANDARD MANHOLE RING AND LO MARKED 'WATER'. m' N 6. METER VAULTS LOCATED IN VEHICULAR TRAFFIC AREAS SHALL BE 20'0 CMP. OTHER METER VAULTS SHALL BE 20'0 PVC. SEE SECTION 3OF STANDARD SPECIFICATIONS. 7. SEE DRAWING 7.07(W) FOR ELEVATION SET OF METER TILE LID. 8. SINGLE SERVICE SHALL HAVE 1' CURB STOP. DOUBLE SERVICES a! SHALL HAVE 3W CURB STOPS. MAX. 3" MIN. 1-314" SIDEWALK @ 2.0% GRADE MAX. 1-3/4" MIN. 1/2" CURB I NOTES: 1. IF SIDEWALK GRADE IS GREATER THAN 2%, TOP BACK OF SIDEWALK SHALL BE HEIGHT DETERMINING FACTOR. 2. NO LARGE LANDSCAPING SHALL BE PERMITTED WITHIN A T RADIUS OF WATER METER. ELEVATION SET OF METER TILE LID 7.07 V�V -NTS- 3/4' FEMALE I.P. BY 1" GRIPTIGHT (3/4' SER- VICE ONLY) i iI 11f:Llall.ltti.l I er) I - _% - 11 2 9 4 O APLLPROVED: RATIO ORDOB-S1001.4G 3v 6 3/4" OR 1" WATER SERVICE CONNECTION 7.05(W) MUELLER B-25000 -NTS- AY McDONALD 4701"T @ FIRMA UNDISTURBED EARTH. (SET TILE ON T'x 22" Q2 CORPORATION STOP ADAPTOR DIA. PRECAST CONCRETE BLOCK IF OVER -EXCAVATION APPROVED: MUELLER H-15454 OCCURS) @ NO. 12 COPPER FINDER VARE. ® EXTEND 10, FROM METER TILE (SEE 7.08(W))AND PROVIDE ® TEMPORARY PLUG (THREADED IN HIGH GROUNDWATER AREAS), 20"DIA.X36"PVC TILE; NOTCH FOR SERVICE LINES. ® DOUBLE PURPOSE COUPLING. O STAINLESS STEEL SADDLE. -1' SERVICE UNF m'PJ METER TILE SEE STD. DWG. NO. 7.11(W) FOR SEPARATED SIDEWALKS SETBAC7 24'%6" CONCRETE COLLAR 6" MIN. KITH (2) #4 REBAR HOOPS; 14" MA) 5 1/4" LID - APPROVED: SMITH & BLAIR #315 3/4" METER YOKE NOTES: (TYLER NO. 6855) FORD F5101 @ WATER MAIN. APPROVED: MUELLER B24101-142 FORD VBHc93A8F 1. HYDRANTS THAT ARE TO BE RELOCATED AS CALLED FOR AY MLDONALD #64318JDMD -33x18 ON THE PLAN VIEW SHALL BE REINSTALLED IN ACCORDANCE 70 1" SERVICE LINE, TYP. NO SPLICING ALLOWED. ® CHECKVALVE WITH THIS DETAIL. ® MALE SWIVEL END. APPROVED: MUELLER 2. ALL AUXILIARY VALVES SHALL BE LOCATED A77HE TEE ON OB FULL OPENING BALLFORI VALVE CARTRANGLEIDGE DUALCUAL HECK ECK(VERTI THE WATER MAIN AS SHOWN ON THI: DETAIL UNLESS OTHERWISE 1' 3MUELLE2X20283 AY McDONALD NGLED AL CHECK A'/M<DONALD ANGLE DUAL CHECK 123HE-03 SPECIFIED. APPROVED: MUELLER -20283 B B3 R B-20283 ® ANGLE BALL VALVE 3. WHERE EXISTING FITTINGS ARE NOT COMPATIBLE WITH NEW MAIN FORDB1 11 FORD 611-0441 FORD 871-333 FORD B APPROVED: MUELLER 824265 CONSTRUCTION, SUITABLE ADAPTERS OR NEW FITTINGS SHALL BE AY MCDONALD 6101 FORD BA73-232W USED UPON APPROVAL BY THEMERIDIAN WATER SUPERINTENDENT. ® CURADAPTOR AYMcDONALD46046 4. ALL ANCHORS AND BLOCKING TO BEAR AGAINST UNDISTURBED SOIL. "AST IRON VALVE RISER APPROOVED:VED: MUELLER H-15459 @ FORD TYPE X SINGLE LID COVERS NO. X43T, 1310 OPENING 5. IF WATER SERVICE TO HYDRANT IS TO COMMENCE PRIOR TO FORD 811444 © FUTURE METER INSTALLED BY MERIDIAN WATER DEPT. APPROVED: FORD X43T, 1 1/32-INCH PENTAGONAL NUT SETTING OF CONCRETE THRUST BLOCKING, A COMBINATION OF 6" C.I. AUXILIARY VALVE; CONCRETE AND UNI-FLANGE SERIES 1300 JOINT RESTRAINT SHALL SEE DRAWING 7.14( BE USED. (MJ X FLANGF) 6. PLACE LOCATOR WIRE ALONG THE NORTH & EAST SIDE OF PIPE. SECURE FINDER WIRE UNDER (MJ) BOLT. TE= 7. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET (MJ X MJ X FLANGE) OR ACCESS ROAD. WITH THRUST BLOCK 8. PROVIDEAMINIMUM FIRE-FLOWOF 1500 GPM FOR MANUAL FIRE FIGHTING OPERATIONS PLUS THE GALLONAGE REQUIRED FOR ':xx THE AUTOMATIC SPRINKLER SYSTEM. %xYx a 9. ALL REQUIRED FIRE HYDRANTS SHALL HAVE A MINIMUM OF 6' CLEAR CIRCUMFERENCE FROM MATURE LANDSCAPING OR " • OTHER FIXED VERTICAL OBJECTS, UFC 1001.7.2 xx r 10. ALL REQUIRED FIRE HYDRANTS SHALL BE PLACED 18" ABOVE FINISHED x GRADE TO CENTER OF 4 1/2" OUTLET. 1995 NFPA 4-3.3 NOTE: 1. SEE STANDARD DWG. NO 7.05W) FOR METER YOKE ELEVATION AND FITTINGS. 2. METER TILES LOCATED IN CONC. DRIVEWAYS SHALL BE CENTERED IN A Nx4' SQUARE OF CONCRETE SEPARATED FROM THE REST OF THE DRIVEWAY CONIC. BY EXPANSION JOINT MATERIAL. 3. METER VAULTS LOCATED IN VEHICULAR TRAFFIC AREAS SHALL BE 20" 0 CMP. OTHER METER VAULTS SHALL BE 20" 0 PVC. SEE SECTION 3 OF STANDARD SPECS. - 4. LOCATE TILE ON NORTH AND EAST SIDE OF PROPERTY PIN. 5. SEE SPECIFICATIONS FOR ADDITIONAL WORKMANSHIP REQUIREMENTS. I TO RESIDENCE NOTCH TILE OVER SERVICE LINE I O' N&E RNV e' S&W RAN EPTH OF LIP 42" CLOF METER TILE 2 _ _T O o TO RESIDENCE DOUBLE WATER METER BRANCH FITTING AND LOCATION TOM -NTS- 20"O x 36" PVC TILE, OR APPROVED EQUAL. NOTCH FOR SERVICE LINE(S). BRANCH FITTING (FORD U68-43 OR MUELLER H15364). 3 1" FEMALE x I.P. "GRIP JOINT' FEMALE ADAPTOR (MUELLER H-15454). F3/4" BALL VALVE. 5 METER YOKE (FORD #93-18). 6 2" x 4" x 8'. TOP 2' PAINTED BLUE. PROVIDE TEMPORARY PLUG (THREADED IN HIGH GROUNDWATER AREAS). 11) 1"O POLYETHYLENE PIPE. e NO. 12 COPPER FINDER WIRE. P:1C2>02B llin✓[ Pura - Norgr Da,kWHPror PaA SM Han\4xgWlbmr Pars Ecrxr&Wab 0.b'„Axg, 9A//0� A:34:4I PM THE CITY OF MERIDIAN REQUIRES THAT ALL WATER. METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. SIDEWALK FINISHED . GRADE C.I.VALVEDOX MATH COVER NO. 12 COPPER FINDERWRE\ C.I. GATE VALVE(M.J.) PROVIDE 30e) P.S.I. CONCRETE THRUST BLOCK POURED AGAINST UNDISTRURSED EARTH. SEECHART FOR REO'DCUD;C FEET PER PIPE SIZE. x •x ( )o( X • x.x x • PR BE 3000 P.S.I. CONCRETE x• x x x x POURED AGA' !3TUNDISTRUBED x •x x klkx x EARTH N0.12COPPER _ PRECAST BLOCK FOR FINDERWRE CUT IN TEE AND VALVE. VALVE ANCHOR DETAIL 11 1/4° BEND DETAIL PROVIDE 4 CUBIC FEET 3000 P.S I. CONCRETE POURED AGAINST TRENCH BIDE UNDISTURBED EARN PIPE % NO. 12 COPPEF FINDER WARE 90" BEND DETAIL HAMMERHEAD THRUST BLOCKING. •%x%%X1,•% ` % • MINI/% xx \ \ % x • % x % PROVIDE 6 CUBIC FEET 3000 P.S.I. CONCRETE POURED gGAINST UNDISTURBED EARTH MINIMUM THRUST BLOCK BEARING AREAS (SO. FT.) PIPE SIZE TEE OR END I BENDS 007 45' 2Y 12' 111W 4' 1.4 2.0 1.1 06W0.46' 2.6 4.0 22 1.650 7.0 3] 2.010' 8.0 10,3 58 2912' la.3 14.6 SO 40 10" TEE AND PLUG DETAIL ANCHOR BARS (12.0 MIN) UNI-FLANGE SERIES 1300 NOTE \ COVER BOLTS AND FLANGES WITH PLASTICTO PROTECT FROM CONCRETE ADHERENCE DURING CONSTRUCTION OF THUST BLOCKS. NO. 12 COPPER FINDER WIRE DO NOT LOCATE IN CONC. BLOCKING. x'„�„x. „Ilx „ Iz „ • z • x x NOTE: x „ x ALLVALVES CONNECTEDTO P.V.C. PIPE SHALL BE ANCHORED AS SHOWN. VERTICAL BEND THRUST BLOCK & ANCHOR DETAILS 7.09(W) -NTS- �'-�• - -'-- _I --- - - -- - NO. 12 FINDER WIRE END OF TRENCH MJCONNECTION 6" DIA. PIPE o DRAIN - KEEP CLEAR %• d°°° o°B° Xx°M• x :'; • CAST IN PLACE CONC. . Xx%• THRUST BLOCK (4 SQ. FT. X. X• x% OF THRUST BLOCK REQUIRED) YxxX Y% % „ x x x (SEE NOTE NO. 5) X• • z.z x. X. x %• % X. x, •%•�%%X °BO•X•%%yx •X �x •%•% Bo ONE PIECE OF PIPE 3/4" TO 1" CLEAN DRAIN ROCK EXTENDS PRECAST CONCRETE BLOCK 12" HORIZONTALLY FROM EACH SIDE OF TXPX6" THICK GONG. BASE AND THRUST BLOCK AND VERTICALLY TO 2" ABOVE HYDRANT DRAIN WALL FIRE HYDRANT DETAIL 7.10(W) -NTS- NOTES: 1. A LISTING OF THE NUMBERED ITEMS SHOWN ON THIS SHEETAPPEARS ON THIS SHEET. 2. THE DIAMETER (1-1/2" OR 2") OF EACH APPURTENANCE SHOWN HEREON SHALL BE THE SAME AS THE METER SIZE. 3. METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION SYSTEM NO BYPASS SHALL BE ALLOWED. 4. IF TWO OR MORE YOKES ARE USED FOR SAME SERVICE - NO BYPASS SH/ BEALLOWED. NOTES: 1. NO GALVANIZED PIPE OR YELLOW BRASS _ FITTINGS SHALL BE USED. 2. NO TAP SHALL BE MADE WITHIN ONE FOOT OF / TF E PIPE ENDS. i i No. 12 COPP FINDER WIR ISOMETRIC VIEW OF TAP CONNECTION 5 1/4" LID (TYLER NO. 6855) CAST IRON VALVE RISER APPROXILIATFI Y FROM TO CENTER{- -� OF STREEEE T LIGHT SIDE PROPERTY LINE ci i _ 0 O r0 w � Z Y ~-' STREET LIGHT TO J m ¢ W N BE CENTERED IN g 3 w LANDSCAPE STRIP w 0 o IF SEP. SIDEWALKS LLO LL w LLO USED a BACK OF SIDEWALK (BACK OF CURB IF SEPARATED-/ SIDEWALKS ARE USED.) - -IN W- - FIRE HYDRANT INSTALLED - NO WATER SERVICE 7.11(W) -NTS- 18"-24"FROM P/LTO 36 FROM QOF METER CENTER OF METER TILE \ TILE TO Cp OF HYDRANT FROM P/L TO CENTER 1.0 {I OF STREET LIGHT PROPERTY LINE WM LLCi = L ILL! EZ J W - FACE OF HYDRANT ca Lu N T LU I `N z-' THIS DIMENSION SHALL BE O Lu r~i) a 24" IF SEPARATED SIDE- uX. in LLO a I ro WALKS ARE USED. BACK OF SIDEWALK (BACK OF CURB IF SEPARATED - SIDEWALKS ARE USED.) 3 3 _ I NOTE: i_ W W 1. FIRE HYDRANTS ARE TO BE FIRE HYDRANT INSTALLED& LOCATED ON THE NORTH OR EAST SIDE OF PROPERTY LINE. WATER SERVICE - SAME LOT 7.11(W) 2 STREET LIGHTS ARE TO BE NTS- LOCATED ON THE SOUTH OR WEST SIDE OF PROPERTY LINE. 36" FROM P/L TO (Z.OF HYDRANT { FACE OF HYDRANT -_ THIS DIMENSION SHALL BE 24" IF SEPARATED SIDE- WALKS ARE USED. 24"0x6" CONCRETE COLLAR WITH (2) #4 REBAR HOOPS; C:EC= FINISHED GRADE • RECORD DRAWING INFORMATION INDICATED BY CLOUDING OR STRICKEN VALVE BOX & LID DETAIL 7.14(w) -NTS- SECTION OF METER SETTER & TILE 2" WATER SERVICE CONNECTION 7.06(W) -NTS- :TWO OR FOUR LANE ROADWAYS ■ STRIPED ROADWAYS MARK SOLID R BROKE6" TO HYDRANT SIDE OF SOLID OR BROKEN STRIPE. MARKER PLACED ON CENTER OF ROADWAY 1. ON UNSTRIPED ROADWAYS, BLUE MARKERS SHALL BE SET IN THE CENTER OF THE ROADWAY. 2. ON 2-LANE OR 4-LANE STRIPED ROADWAYS, BLUE MARKERS SHALL BE SET 6" TO THE HYDRANT SIDEOF THECENTER STRIPE 3. ON 3-LANEOR 5-LANE ROADWAYS, THE BLUE THREE OR FIVE LANE ROADWAYS MARKER SHALL V INSIDE OF TURN LANE NEAREST TO THE HYDRANT. 4, IN LOCATIONS WHERE HYDRANTS ARE SITUATED ON CORNERS, BLUE MARKERS SHALL BE INSTALLED ON BOTH APPROACHES WHICH FRONT THE HYDRANT. S. CONTACT FIRE DEPARTMENT FOR OTHER CONFIGURATIONS NOT SHOWN ON THESE DETAILS. (888-1234) 1'7 MARKER PLACED 1' ------- INSIDE TURN LANE --_ STRIPE NEAREST TO THE HYDRANT I I I I HYDRANT MARKER PLACEMENT 7.11 B(W) -NTS- (2) #4 REBAR HOOPS INFORMATION WITH BOLD ASBUILT INFORMATION. WATER MANHOLE FINISHED GRADE LID & RING 4" GRADE RING; MAX. OF 6" OF GRADE RINGS OT 12' D. 12 COPPER WIRE NDER s WATER PIPEIJNE ••� '<.`. / HAMMERHEAD CONCRETE UISABLOGEETDHERTATT RICKH�..,. 1/4" BALL VALVE 24' ;ELT W/SADDLE- e WATER PIPELINE \ CH \ WIDTH / 4 PRE -CAST CONCRETE 21/2" GRADE RING TO SUPPORT GATE BOX HAMMERHEAD THR ICTE3 OCK 3 2 �t4qg�s,° a7�woc�oapac�o o-aooW ��-APPROX. 6" DEEP DETAI o do"- o�` 'bb' logo 314" WASHED AGGREGATE 3/4" TIE ROD, TWO ON EACH SIDE. CENTER J-HOOK IN CONCRETE BLOCK. 2" BLOW -OFF RODS ROTATE 90' IN THIS VIEW FOR CLARITY; SEE DETAIL AT RIGHT FOR PROPER ORIENTATION. Qi MAIN SIZE MJ TAPPED PLUG W/ 2" IRON PIPE THREAD OUTLET O2 3-X2" GALVANIZED THREADED NIPPLE Q 0 MAIN SIZE MJ GATE VALVE ® 2"GALVANIZED - SO- THREADED ELBOW a O5 2" THREADED FIP x ALUM. KAM-LOC QUICK COUPLING MALE ADAPTOR W/ CAP © 2" GALV. PIPE 1 S Q 30" DIAM. CMP NOMENCLATURE LISTING 1 1/2" - 2" WATER SERVICE CONNECTION 1. AW WA C-900 PVC WATER MAIN. 2. SADDLE WITH C C THREAD AND STAINLESS STEEL STRAP. 3. BALLCORP TYPE FB400 INLET AWWA TAPER-CCXPACK JOINT W/S.S. INSERT (FORD 1 1/2"(FB1001-6), 2"(FB1001-7)) 4. V DIA. GALVANIZED BRACE PIPE (APPROX. 18" LONG), 2 REQUIRED. 5. 6" LONG RED BRASS NIPPLE. 6. SERVICE LINE: 4 1/2" and 2"= POLYETHYLENE PIPE WITH PACK JOINT BRASS FITTINGS AND STAINLESS STEEL INSERTS. 7. FORD BALL VALVE CURB STOP WNALVE RISER AND LOCKING LID. 1 112" = 811-666 REVISED 8. RED BRASS UNION. 2" = 811-777 N0. DATE DESCRIPnON , 9. METER SETTER WlTHE FOLLOWING FACTORY ASSEMBLED ITEMS: KEY TRENCH INTO UNDISTURBED MATERIAL TIE RODs� i TO BLOWOFF Plans Are Accepted For Public N Street Construction 2(O By stomping and signing the improvement plans, the Registered to Engineer ensures the District that the plans conform to all District 852 policies and standards. Variances or waivers must be specifical- 6 /10 6 y and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the �\Qp-n`,� Registered Engineer of these responsibilities. % DP BY- DATE ADA COUNTY HIGHWAY DISTRICT IVED FOR C�ONSTRUC T OI1 appV30 MERIDIAN PUBLIC WORKS A. FLANGED ANGLE BALL VALVE WITH PADLOCK WING. B. BRACE PIPE EYELETS STANDARD. C. BALL VALVE WITH PADLOCK WING ON BY-PASS. D. BY-PASS PACK JOINT. E. DANGLECHECKVALVE. REDBR F. RED BRASS BY-PASS. 10. 2"X35" O.D. CONCRETE GRADE RING (UNDER YOKE). 11. NOTCH CMP FOR OFFSET ON GRADE RING. 12. 30" DIA. x 44" MIN. LENGTH CMP. 13. 4"x35" O.D. CONCRETE GRADE RING. 14. STANDARD 24"DIA. MANHOLE RING &"WATER"COVER. 15. 1 1/2" METER = 131/4" WITH GASKETS, 2" METER = 171/4" WITH GASKE, S. 1. 4" DIA. SEWER PIPE. NOTCH BOTTOM TO FIT OVER CURB STOP. 17. CAST IRON VALVE BOX WITH TYLER LID NO. 6855. 1. 09-28-07 CITY COMMENTS ■ e!t/ailey Engineering, Inc. 10-10-07 REVTRASH ENCLOSURE 2. . E AND L.S.SLAND CIVIL ENGINEERING I PLANNING I CADD 1472 E. IRON EAGLE DRIVE TEL 208-938-0013 EAGLE, ID 83616 FAX 208-938-0516 DRAWN BY: DES CHECKED BY:CHAD S. KINKELA P.E.PROJECT NO. C27028 5ATE:06-25-07 u� u -� �/ A (� ® -�' A 0 R S MINERT PLAZA SUBDIVISION SPECIALTY GROUP INC. 6 ■ TOP OF CURB FINISHED SURFACE PROPERTY LINE (UNLESS OTHERWISE NOTED) 0' S&E 5' N&W LENGTH "A" - 4" PIPE (UNLESS OTHERWISE ELEVATION "B" SPECIFIED) MIN. GRADE-1/47FT., 1/8"/FT. IF APPROVED 4'-1/8 BEND BEND AS REQUIRED, TAP INTO WATERTIGHT CAP OR TOP HALF OF SEWER LATERAL, PLUG (UNLESS JOINING EXISTING SEWER LINE) TYPE "A" ITOP OF CURB FINISHED SURFACE *10' S&E I - PROPERTY LINE (UNLESS OTHERWISE NOTED) 5' N&W I LENGTH "A" LONGITUDINAL SECTION OF OPEN TRENCH qOF SEWER MAIN 4" TEE -ROTATED 45° FROM HORIZONTAL z- R .- ---. .. PIPE IN TRENCH FOR MAINS >4.5' DEER ... ... FOR MAINS <4.5' DEEP, - TEE SHALL BE ROTATED plpE TO MATCH SLOPE OF ZONE SERVICE LINE. PIPE BEDDING MATERIAL; SEE .�.,. ....... ..- I.. .. __ 'v ... .. z :. _. �.-... .-..-.... SPECS EXCAVATION LIN CLOF SEWER MAIN MIN. GRAD ELEVATION "B" / 1/8"/FT. IFAPPROVEDE-1/4"/FT., 4"-1/8 OR 1/16 I BEND AS NEEDED 1- 4"-1/8 BEND 4" PIPE (UNLESS \\\ 1 WATERTIGHT CAP OR OTHERWISE SPECIFIED) \ PLUG (UNLESS JOINING \ EXISTING SEWER LINE) \ NOTE: SEE SEWER CONSTRUCTION PLANS 4" TEE -ROTATED 45° FOR LENGTH "A" AND ELEVATION "S". FROM HORIZONTAL 45• (UNLESS OTHERWISE TYPE "B„ SPECIFIED) 4"-1/8 OR 1/16 BEND AS NEEDED, TAP INTO TOP HALF OF SEWER LATERAL. STANDARD SEWER SERVICE CONNECTION 7.16(S) -NTS- NOTES 1. CONTRACTORS TO VERIFY LOCATION OF JOINT UTILITY TRENCH AND EXTEND SERVICE LINES 10' PAST P/L ON THAT SIDE OF STREET. 2. SEWER TAP AND SERVICE LINE WITHIN RIGHT OF WAY INSPECTED BY PUBLIC WORKS - SERVICE LINE FROM RIGHT OF WAY TO BUILDING INSPECTED BY PLUMBING INSPECTOR. OPEN GROUND SURFACE RESTORATION: THE UPPER 10" OF THE BACKFILL SHALL BE CLEAN TOP SOIL, THE SOIL SHALL BE MOUNDED 4" ABOVE THE NATURAL GROUND SURFACE. EXISTING STREET SURFACE FINISH GRADE 12" SUBGRADE OR GROUND SURFACE \ 1� 1 BACKSLOPE AS SPECIFIED TO CONFORM TO OSHA REGULATIONS TRENCH BACKFILL TRENCH WIDTH SHALL _ BE O.L. OF PIPE PLUS 2 FEET. GRAVEL SURFACE RESTORATION: BACKFILL UPPER 6" OF TRENCH WITH 3/4"(-) CRUSHED GRAVEL. REMAINDER OF TRENCH AS SHOWN BELOW. SURFACE REPAIR AS SPECIFIED 95% OF AASHTO T-99 92% OF AASHTO T-99 GRANULAR PIPE BEDDING; SEE SPECS. NOTE: SEWER MAINS 18"OR R G EATER IN DIAMETER SHALL HAVE 6" OF GRANULAR BEDDING BELOW PIPE. -.!,q(SEWER) - 6"(W) FOUNDATION STABILIZATION + y'a WHERE REQUIRED FOR SOFT e.e - oe OR UNSTABLE FOUNDATION. i e� . a NOTE: SEE ACHD DWG. SO-307 FOR ASPHALT SURFACE REPAIR. TYPICAL TRENCH DETAIL 7.02(SW) -NTS- G:\QJ028 Mivt %aid - Horor Fa,N}bn"r Veh S's W n\Gx9Vrormr Pdh XMv& Wa>r0.Yaikdrg, 9/l2W49:}S;OJ N1 MIN. r BACKFILL MATERIAL LOCATED FROM 4' BELOW FINISH GRADE TO FINISH GRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF AASHTO T-99. BACKFILL MATERIAL LOCATED FROM TOP OF BEDDING MATERIAL TO WITHIN 4' OF FINISH GRADE SHALL BE COMPACTED TO MINIMUM OF 92% OF AASHTO T-99. NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE OPENING. 12" n SEWER PIPE INSTALLATION DETAIL 7.15(S) -NTS- CONCRETE COLLAR • a 6" P . 2' DIA. ed FLUSH OR 1/4" MAX. #4 REBAR @ 20" O.C. NEW SURFACING • " n (2) #4 REBAR HOOPS GRADE RING 1 FT. MAX. HEIGHT d MANHOLE COLLAR DETAIL -PAVED AREAS 7.25(S) -NTS- MANHOLE STEPS CONCRETE COLLAR SEE LTD. DWG. N0. PLAN 7.25(S) OR 7.26(S) SURFACING TO MATCH EXISTING x°�!°°%x° xx zxx�xx ° x T DIA. x% a x e 'x,xr m .i ex a X. n 6� n. x% GRADE RING x PRECAST MONOLITHIC ECCENTRIC CONE x x SECTION (ASTM C 478) 48" DIAM MH ONLY. >48" DIAM MH, SEE ISPWC STD DWG SD-502 RAMNECK OR APPROVED x* ALTERNATE ALL JOINTS xx (NON -SHRINK GROUT OUTSIDE) V PRECAST CONC. MANHOLE (ASTM C 478) xx MANHOLESTEPS SEE NOTE 6 DIAM = -see table below RUBBERGAS;<ET x z SHELF SLOPE 1'/FT. xlx x xx x x ° n n p x°x x° O A PRECAST CONC. BASE x x'° x °x / x° x x °x ° x° x „ °x 9"MIN. x x x° 4" TYPE I BEDDING ............................................................................................................... D+2' SECT'ON ASECT'ON A -A STANDARD MANHOLE 7.22(S) -NTS- REQUIRED MANHOLE DIAM. PIPE DIAM. DEPTH 8"-18" <-18' 48" 8"-18" >18' 60" > 18" ANY DEPTH 60" NOTES: 1. VERTICAL WALL SHALL BE PLACED ON UPSTREAM SIDE OF MANHOLE, ROTATED 45°. 2. MANHOLE FRAME AND COVER: A. SEE DWG. NO. 7.19(S) B. FRAME AND COVER SHALL BE FLUSH WITH SLOPE AND PAVEMENT. 3. GRADE RINGS SHALL NOT EXCEED V-0" IN HEIGHT. 4. WHERE PVC IS UTILIZED, A RUBBER RING IS TC BE INSTALLED WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHANNEL, IN ORDER TO ENSURE A WATERTIGHT SEAL. 5. A CONCENTRIC CONE SHALL BE USED ON MANHOLES 4'0" DEEP AND LESS, 6. MANHOLES MORE THAN 4'0" DEEP SHALL BE EQUIPPED WITH STEPS CONFORMING TO SECTION 4.3.A.9 OF THE C'TY OF MERIDIAN STANDARD SPECIFICATIONS. RECORD DRAWING RECORD DRAWING INFORMATION INDICATED BY CLOUDING OR STRICKEN INFORMATION WITH BOLD ASBUILT INFORMATION. EXTEND 2"x4" MARKER AND PAINT FLUORESCENT GREEN 2"x4" MARKER WATER TIGHT PLUG OR CAP SEWER SERVICE PIPE z LUGS TOP 2"xl/4" BOT. 2 1/8"x 3/E HEIGHT 1/4" 1 1/2" CAST IF THREE 6" DIA. COILS 12 GAUGE GALVANIZED WIRE; STAPLE TO BOTTOM, TOP AND BETWEEN. 2"x6" CEDAR OR REDWOOD BLOCKING i - 1/4"/FT. MIN. SLOPE (MIN SLOPE 1/8NFT. WITH OWNER APPROVAL) SEWER SERVICE MARKER 7.17(S) -NTS- Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. V ri a Dotes or waivers must be s ifi I- Pec co P ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT /APPROVED FOR OONSTRUMON MERIDIAN PUBLIC WORKS 91181, 1 1/4" FARANCE 1/2" TYP, 1 1/2" TYP. HOLES ON 3 1/2" RAD. T-TYPE CLEAN -OUT DETAIL 7.18B(S) -NTS- ❑U❑ ❑ ON ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑❑ ❑ ❑ ❑ 00 ❑ -I \❑ ❑ 1 ❑ ❑ PLAN 2' 191/8 If'� 201/2" COVER MIN. WT. 93 LBS. (2-4) 1" DIA. HOLES SPACED EQUAL DISTANCE HANGER STRAP DUST PAN (WHEN SPECIFIED) 1/4" - 3/4" 1 7/8" 1/2" CRIMPED EDGE RING AND COVER 'LUSH WITH EXISTING COLLAR T PACKING ALED IN SAME IN SEWER JOINTS. PROVIDE 2 CUBIC FOOT 2500 P.S.I. CONCRETE POURED AGAINST UNDISTURBED EARTH. � NOTES: e 3„ r;I 1. MANHOLE COVER AND FRAME SHALL �- 16" -{ BE MACHINE FIT. 2. COVER SHALL HAVE SAXTON FOUNDRY, 19 BOISE IDAHO, PATTERN, OR EQUAL. DUST PAN 3. DUST PANS ARE TO BE MADE OF 22 GA. GALV. SHEET METAL. 25 3/4" HANGERS: 3-1"x1/8" (MIN.) METAL STRAPS SPACED EQUALLY. - 3/4" 3/8" T 4. DUST PANS SHALL BE REQUIRED FOR ALL MANHOLE INSTALLATIONS IN DIRT 3/4„ AREAS AND GRAVEL ROADWAY AREAS. 2�� 5. COVER AND FRAME SHALL BE ASTM A 48 M CLASS 20 KSI CAST IRON: a _ 3 6. COVER MARKING SHALL BE "SANITARY SEWER'; MINI UM 1-INCH LE ER HEIGHT. 22" _ Q 24" 31.1 FRAME MIN. a 10652 5 WT. 147 LBs. 'a MANHOLE MANHOLE COVER AND FRAME 7.19(S) s ✓.y r4�OF'pP�`�i SIN -NTS- S DP`r NO. DATE DESCRIPTION 1. 09-28-07 CITY COMMENTS ■ ■ 2. 10-10-07 REV. TRASH ENCLOSURE AND L.S. ISLAND CAOalley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CARD 1472 E. IRON EAGLE DRIVE TEL 208-938-0013 EAGLE, ID 83616 FAX 208-938-0516 DRAWN BY: DES CHECKED BY: CHAD S. KINKELA P.E. PROJECT NO. C27028 DATE: 06-25-07 S E W E F:;Z ® E _77 .4e� 0 0_ S MINERT PLAZA SUBDIVISION - ryE SPECI.d.LTY CROUP INC.