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CC - Utility Plan BURLeANCE-ItAM.NME SOUBDIVISSION BOOK DACE LOCATED IN THE E ' OF THE SE ' OF SECTION 4, T.3 ., R. 1 f. , B.M. CURVE TABLE MERIDIAN, ADA COUNTY, IDAHO CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE TABLE 2020 NOTES Ct 40.81' 200.00' 11°41'27" S5°09'16"E 40.74' CURVE LENGTH RADIUS DELTA BEARING CHORD 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, BURUNGAME C2 106.57' 65.00' 93°56'18" S47°39'36"W 95.03' C15 4.89' 90.00' 3'06'50" N86'55'40"W 4.89' HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND C3 55.85' 800.00' 4'00°00" S87°22'15"E 55.84' C16 47.35' 775.00' 3'30'02" S87'07'16"E 47.34' WALKWAYS TO EACH LOT. 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT C4 71.33' 103.10' 39*38'17" S7070'05"W 69.91' C17 6.76° 775.00' 0°29'58" S89'07'1VE 6.76' EASEMENT FOR PUBLIC UTILITIES, BURUNGAME HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE C5 35.71' 175.00' 11°41'27" S5°09'1VE 35.65' C18 25.86' 20.00' 74'05'23" S53°35'03"W 24.10' OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. C6 6.80' 40.00' 9°44'03" S5°33'29"W 6.79' C19 22.08' 55.00` 23°00'21" N28'02'32'E 21.94' 3- ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. C7 58.79° 40.00° 8412'15" 55231°38'W 53.64° C20 101.84' 55.00' 106'05°14" S8724'40"E 87.90' 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, TO C8 50.84° 825.00' 1 3°31'51" S87`08'10"E 50.83° C21 35.47' 55.00' 57 LINE TABLE BE OWNED AND MAINTAINED BY THE BURUNGAME HOMEOWNERS ASSOCIATION IN COMPLIANCE WITH IDAHO CODE 36° °02" 515°53°32"E 34.86' LINE LENGTH DIRECTION SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. C9 6.76' 825.00' 0'28'09" S89°08'10'E 6.76' C22 20.23' 55.00' 21'04'22" S13'07'10"W 20.11' " 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE NTH THE L1 50.00 N89°2215 W APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. C10 45.91' 225.00' 11'41'27" S5°09'16"E 45.83' C23 29.93' 55.00' 3110'31" S3914'37"W 29.56` L2 49 90' SO'37'45"W 6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE C11 21.03' 90,00' 13'23'12" S7'23'03"W 20.98' C24 53.85' 55.00' 56°05'49" S82'52'47"W 51.72' L3 28.28' S45°37'45"W LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE EN111Y. \ L4 7.00° N89'22'15"W 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH C12 36.29' 90.00° 23'06'06" S2537'42"W 36.04° C25 7.37' 55.00' 7'40'42" N65'13'57"W 7.37' 1 GROUNDWATER ELEVATION. C13 36.24' 90.00° 23'04'26" 1 S48°42'58"W 1 36.00' C26 13.98° 20.00' 40'02'49" S81°25'01"E 13.70' CP&F INST. L5 50.00' SO°37'45"W 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO NO. 102151375 L6 7.00' S89'22'15'E AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, C14 49.11' 90.00° 31'15'45" S75-53-03"W 48.50' C27 26.33' 125.00' 12°04'10" S84°35'40"W 26.28' PRIVATE OR PUBLIC, BY ANY CHANGED COND111ONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES 4 3 L7 28.28' S44'22'15"E AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION L8 14.14' S44'20-57"E WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL 1/4 NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL L9 25.00' N8919'39"W OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. I I I I L10 25.00' N8919'39"W 9- LOT 12, BLOCK 1; LOTS 21 & 22, BLOCK 3; LOT 14, BLOCK 4 AND LOTS 1, 12, 13, 15, 22 AND 34, BLOCK 5 I I TURNBERRY SUBD. N0. 2 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BURUNGAME HOMEOWNERS ASSOCIATION OR ITS L11 25.00' N89'22°15"W ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND HOMEOWNERS ASSOCIATION BOOK 81, PAGES 8835-8836 15'NAMPA MERIDIAN IRRIGATION I PRESSURE IRRIGATION. LOT 12 OF BLOCK 5 IS ALSO COVERED BY A BLANKET SHARED ACCESS DRIVEWAY EASEMENT _ __ I " _ -1 _ - DISTRICT EASEMENT L12 25.00' N89°22'15"W FOR THE BENEFIT OF AND PROVIDING STREET ACCESS TO LOTS 10 AND 11, BLOCK 5. 0 30'SETTLERS IRRIGATION (S89'19'23 E) -- - -- -. I DISTRICT EASEMENT S89'19°39"E 793.86' � � L13 25.00' NO°41'27"E 10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN 593.86 L14 25.00 NO°41'27"E RECORDED AS INSTRUMENT NO. 2018-014051, AND THE ADDENDUM RECORDED AS INSTRUMENT NO. 2018-119406, ®- - - S L9 L10 150.00° RECORDS OF ADA COUNTY, IDAHO. ® 22 17504 sf I Lis 25.00' N79'00'00"E 19- LOT 12, BLOCK 1 AND LOTS 15 & 22, BLOCK 5 ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY 9'19 39 E 593.91 °� - -I DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED i N89°19 39 W " 63.91°- 55.00° 55.00° 55 00' 55.00' S5.00° 55.00' 55.00' 55.00° 70.00°- I �� L16 25.00' N79°00 00 E MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT 20.00' w 1 0 r 0 0 0 r f 5' I- 1 �10'?10.01 1' , ip ``' 9 ``' 8 w 7 w s w0�. �., 40 ,,, ,,, O �I- 15' 15' SETTLERS IRRIGA77ON L17 25.00' NO°37'45"E NUMBER 2015-103256 OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS REFERENCE AS 1F P13 �� 11y �o� r� � N `�' N �� �� Ncn0 � N m DISTRICT EASEMENT ! SET FORTH IN FULL (THE "MASTER EASEMENT"'). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ^� o n n N as n M r 8945 sf ¢ I L18 25.00 NO°37'45"E ® � ® ; ® M o _^ .� M :� N ®; :h o Mid f ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER CAN I® z I� to II 2 to S to 8 to d la �i -N8922'15"W�1 I U9 28.28' S44'98°33"E EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. z a .= z . .z .z z 10' L33 BLOCKI 15 �865' 5 > _ 12 ®0 10� 12- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT Ld L C24 C I L ,J L "� J L ® ® L20 17.76' SO°41'27"W RECORDED AS INSTRUMENT N0. RECORDS OF ADA COUNTY, IDAHO. ?S-C255.00' 55.00 55.00' 55.00' 50.00 �.yx �, 27 ssoo sf I L21 12.41' SO°41'27"W L28° v�� 121866 sfC26 W. WHITE _AS_H CT. 1 I � U!±N89.�2'1TW 4957 sf L26 SEE NOTE 13 --&- - _ - - " - - - - z Y L22 7.07' N45°41'27"E _ N89°22'15 W 378.58' N8 13 0 120.®0 T,o I " r 3°OQ 0®W G°� _ , 26 `n o L23 21.21' N45°41 27 E 120.76' 43.951 55.00' S5.00 55.00' 55.00'- 55.00' ��� ® ,'(; 6600 sf o 14 ^mil 17 r 5 19 r 20 r 8.00' I I-NBU2'ITW� P L24 28.28' N44"22°15"W 1os340sf i > 16 " ro 18 �o N q Fo �0 21 22 7� �I� r- 120.00 :n L25 67.85' N5°00'00"W ® .r a N o o N o N o d ® ® 25 6600 sf o LO I s9s1 5t - Q �, a BLOCK 3 a { Les 1o4.9s° Ns3°oa°oo W t2 C20 °.' M o o I® � " a $" o w'r. o cri �- " 11226 sf 15 cn to I� o I°- ° IQ w wi M cc, u? , ,`j n �' �g S85°54°24 `o'' '�' ° " " "' N ®z N o� N z N892215"W� U') LEGEND SEE N TE 11 I L27 36.65' N83°00-00"W r � ��. 76. I 5' S89'2215 E rt20.00' -' r 0 N 1 51®2 85' 24.67-42.00° 155.00 55.00° ' L55.00' �55.00°� 55.00°� 8.00 I FOUND ALUMINUM CAP MONUMENT � �p0"�1 5g 37.10' 64.43' a p 24 0 22 I L28 68.34' N83°00'00"W �-I�°0 `e,1• T �' 55.00 f-55.0 &' 55.00' 55.00- 55.00 70.00 ss0o st u.; '1 zs "� �BLOCK� 5 r r 5' Q 24 * " �' N I 11533 30 CS co u, 27 26 $ 23 L12 L11 I-N89�215 W 5' L29 25.00 N7°00°00"E 31 6599 sf � V I,; 28 a I^�° r® N ro 25 " Io0 ro O " EXIS77NG 25' CITY OF MERIDIAN SANITARY SEWER " FOUND BRASS CAP MONUMENT cv 0 _ jp'120 00 - _ L30 84.11' N83°00°00 W o ,Q .� o o c�i w �; L1 .- _ EASEMENT - INSTR. N0. _ " o� �; N nI o ;. .N 1. o N re6940 sf o ®, - ------ FOUND 5/8 REBAR AS NOTED gfa a I m8 ° rn I� ® o a o �d o? 23 7429 sf.= I r e " pP o �� IP _ Fo_ Ib o ( L31 25.00 N83'00 00 W O 9115 sf ®� a �' vs _ vs en to 10' �, EXISTING INGRESS-EGRESS, EMERGENCY FOUND 1/2" REBAR, PLS 11118 �S3b�Q�\ j\-C�4-I C15-53.24 7.71 C16� C11-48.24' �55.00'� 55 00'� �55.00'� �50.00° aj ^ �589'22'15°E�20 o0a 0 00 �9'12 INS R N0.ACCESS & SANITARY SEI R EASEMENT L32 55.34° N83'00°00"W _ 032G®off ��,�� N85�2'15"W C3 W. BELLEVUE ST. °� �L¢ p 8850 sf_�5p,p0= - - - - ® SET 1/2" REBAR WITH PLS 11118 �, �, 100 L33 3.77 N83'00'00"W PLASTIC CAP sloo sf G`�r 60.96' - - " - - J 1 0;;; 15.98, 21 Z -r8. � - - - - !ire " I SET 5/8 REBAR WITH PLS 11118 ti N89'2215 W 256.24 L6 N870848E 150.28 �o f10 ca ?s ✓ G1 J ,�, N L34 28.28' N45°37'45"E L- .t02.4� . ?� 14 2a46.74' N C8= C9-48.24- 55.00' 55.00' 55.00' �j ."^, ,--„ - ~' W PLASTIC CAP r - 3m $ 50.00 C, N89'2215 W -12' GRAPITY& PRESSURE r. o S89'1833 E v �_- 98.81 n, 4.22' Iw 12 1 w 11 W 10 �5, z ° :� ® CALCULATED POINT, NOT SET "0 33 >- v S89'18 33"E-I 13 ;"0 ,r, ,"0. 'y' 8 g ;�, 150.00 8250 sf IRRIGATION EASEMENT 0° d�co o r�� I L^ �� n �� r�0. r� o `ire® L .+- . 20- . 10' I !® -- -- SECTION LINE 34 S8918 3 E I �' t 5961 sf coo Io M o I I I to Io a l i®C_1 $89°22'15"E z - - CENTER LINE �9.4 .2 c PUBLIC UTILITY, PRESSURE IRRIGATION _' SN89 8'33" w BLOC 4 5 ® 150.00' J N89"!8'33"W N ® _ S89'19'33 Ell l f 55.00' I L55.00'� 155.00� 55.00'� �70.00'� I I - - - - - AND LOT DRAINAGE EASEMENT LINE, W. ILLIRON ST. 125.00° � is �® N89°22°15"W 290.00° -- - -- SEE NOTES 1 & 2 ~ a ® I OTHER EASEMENT LINE AS NOTED o Z co 596 sf a �. ip 12 80.0 1 ly9NW i L . _.99.51- _J �_ S82°00'00"W - - - - 3576 sf p ,-,,. r ! SURVEY TIE LINE N8918'33"W_� " 8908 33 E� �� 55.63' SUBDIVISION BOUNDARY LINE SEE NOTE 11 E IOd.OQ`-� '' 17 o OB 5®° 1®O® 2OO° 0 11 5B71 0 °ts 1, sf 5 co (� I -_ POINT OF LOT UNE BEGINNING � BLOCK 1 " � �` _ _� � _ --I-._.__ � _. -� I - - - 1p15 VA " 1-- - ADJACENT PROPERTY LINE " S83®49 20'W W. MILLIRON DR. " ° N 8 8 33 W 5®®dOQ"W 96.64 SCALE; 1 = 100 16 LOT NUMBER 104.67' S79°®0 BURUNGAME SUBD. N0. 1 _ -- - BOOK PAGES < Go m SURVEY NARRATIVE CLINTON W. HANS THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO PLS 11118 � CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARY OF BURUNGAME SUBDIVISION NO. 1 AND TURNBERRY SUBDIVISION NO. �� �� OF - - I 2, INFORMATION FROM RECORD OF SURVEY NUMBERS 6876, 8864, AND 10864, ® W. (� AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTA11ON AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 4 1324.99' 1/4 _ _ _ _ _ - _ _ _ 1324.99' WEST CHERRY LANE 4 3 AMH DEVELOPMENT, LLC WEER 9 SW CORNER S89'17'10"E 2649.98' - ® � y - _ 9 10 DEVEL®PER ` CP&F INST. SE 9/4 SE 1/4 BASIS OF BEARING �L®nd E!G1 ING Serve In ®n, C®nsultin NO. 2017-029028 CP&F INST. Y 9 LLP 1�a11E stfa St sfs. s(aoe)d®2a-zs7 4x NO. 2016-056636 H q � MERIDIAN, IDAHO 209 288-2044 J(3b NO. 13m2®/6'RIePARED BY: ®K®/CFIECKED BY:GWN SB IEET 1 f 3 �,.� 1 \ I / i � 20wT..� ® �� ° Z �r ABBREVIATIONS D �p ��A v� n �r E.. ABS Acrylonitrile-Butadiene-Styrene cf Cubic Foot DWG Drawing STANDARD Li.L BRE Y IA IONS MH Manhole PP Power Pole SB Seepage Bed SY Square Yard _ z � i � I � O O = ABAND Abandoned CI Centerline E EASTING MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent f- - I u- .v W T01JRAWBff 9RN� ACP Asbestos Cement Pipe CO Clean-Out (Sewer) EA EACH FL Flow Line INV Invert N Northing PT Point of Tangency SEC Section TC Top of Curb =T - r I Z3 o N AH Ahead CONC Concrete EC End of Curve FTG FootingIRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot feet TEL Telephone T T T -� � _T - d �r r' E Z . 0 s v 94 (feet) P FU��rBER�Y SUBQ/I//SfON NE.? 2 w I I I / I I I O ++ > v ._� > �- ALT Alternate CONST Construct, Construction EG Edge of Gravel FS Finished Surface ISPWC Idaho Standards For Public QFL Overflow Pipe PVMT Pavement SG Sand and Grease Trap TOB Top of Bank i i 1 ! I I ` I I I I I I i I I I I C 0 " ` �2 BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Si nal Pole TOE Toe of Sloe I I I I { C v v g P I_ _I_ _ L - L - 1 - J - -J - BK Back CTV Cable Television EM Electric Meter GB Grade Break NC Island Vertical Curb PC Point of Curvature R/W Right-of-Way SPRK Sprinkler TOPO Topography PAW10 SkfF0R0£RTERrkL t o :� �. BM Bench mark CY Cubic Yard EP Edge of Pavement GIRR Gravity irrigation L Length PCC Point of Compound Curvature RCP Reinforced Concrete Pipe SS Sanitary Sewer TRANS Transition tC sEITLERs can�L - - - - - - - J L 5 .:" ® - r BVC Beginning of Vertical Curve DBL Double EASE Easement GM Gas Meter LIP Lip of Gutter PE Polyethylene REF Reference STS Storm Tank System TYP Typical tC 22C 7W 14 I T O ®,j BW Back of Walk DI Drop Pnlet EVC End of Vertical Curve GR Grade LF Linear Foot PIRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box BLO K 5 i I c fNl3. 5/8 PSff 1118 �? EU - v a C..- CB Catch Basin DiA Diameter EXIST Existing HOPE High Density Polyethylene LP Low Point PL Property line RR Railroad STD Standard VC Vertical Curb 3 tt t0 9 8 7 6 5 4 3 2 6 28 Qom/=134803 I - L 4 '0 `•` " ` �' DIP Ductile Iron Pipe FG Finished Grade HORIZ Horizontal LT Left POC Point on Curve Rt Right SVC Su eyed Vertical Curb VERT Vertical - - - - T - - - - - - ¢ Q U) -C °°'- g P I W WHITE ASH OR. C r 6 �t DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tan ent S Sloe SW Sidewalk WM Water Meter -0 ( 27 Ili) a �- t NOTES g P // t2C - Q �� UNPLf1T7ED I r�` t3 •s v o ® �._ �.- W. WHITE ASH COURT z ' "' I C "" _�' E - - � GENERAL CONSTRUCTION WATER SEWER 16 t7 1s tg 20 21 2s (CHURCH OF fESUs CHR�sr OF u>sJ ► �� 5 c / p I I \ oarE >,�, m / 14 25 I I I \\ IL `i,m o°oQ cn c / 15C BL K 5 o • a �' >, 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 1. Construction of the water system shall conform to the standards in the "Idaho Rules for 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 24 I I I o C a I Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. / 31 30 29 28 27 26 25 24 23 23 � I � I --/ addendums , the requirements of the Ada Count Highway District ACHD and/or the requirements of the referred to in General Construction Note No. 1. / �' 4 Y 9 Y (ACHD) / 4 I~ I 1 vmo� ®8c Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm / 75 J Z 32 W. BELLEVUE STRFJ T Q 2tC c I =standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water / � - Q Q "'�' " sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non-potable water main to cross with less than eighteen (1$) inches of vertical separation, ' 14C I I I I LL = o e FRON 13 42 tt t0 9 8 z h ®- 20 0 2 The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on for a potable water main and non-potable water main to cross with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the fdaho Rules for Public t5 0 � I - � Q --.:: � o ` site at all times during construction (available on the website). Failure to have a current copy of the inches of vertical separation, the crossing shall be constructed in accordance with Section Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16)- I UNPL4TTE0 OCK 19 I �` s Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section I W. MI o • I _16 ®430.02 of the Wastewater Rules IDAPA 58.01.16 . 3. The horizontal se aration of non- otable services and otable water services or otable water mains UNPL47TE© I �- - o ( } P P P P o 3 4 5 6 7 I 18 I 00 CD 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable I ]�� 2 { - (.SEI/�ttlTf/-/J�IYA91/E/d(T/ST CHYRC!{1 I W. cUJON ST. g Q Department on site at all times. 3. The horizontal separation of non-potable services and potable water services or potable water main to cross with less than ei h#e2n 18 inches of vertical se aration, the crossin shall be t t _1 �� _ •52 U water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems I - W. Mi££lRl1N DR. m r- -� i4. AEI Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an main and non-potable water main to cross with less than eighteen (18) inches of vertical (IDAPA 58.01 A8) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.t 6). I 10 __-[ - - I- T I d ® s _ ®on-site meeting with the City of Meridian Project Inspector) prior to start of work. separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho I i I y 16 I I I I (� C Q I 9� 8 9 10 11 1� 13 Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses I - OPEN LOCK 3 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is Rules EDAPA 58.01.16 . a stormwater treatment facili i.e., seepage beds, drainage swales . - A I I C s - A required. No work may begin on any project without Twenty Four (24) hour prior notice. ( ) ° ( 9 ) - - - - - - - - - 8 ) �- S �-- - - - - - - - - - - - - 1 I I - s - c T 0- C CD m 5 I „� - 055 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a 5. When saver over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of v 7 ` I I I �' ..® �-�~� C 6. Contractor shall notify the Public Works Inspector 48 hours prior to required testing. Contractor may not " I I o I 5 UNPL4TTE® I I >. a®,'s, .s storm water treatment facility (i.e. seepage beds, drainage swales). pipe to natural ground, use Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service I I p open or close water valves. iI I lines and fittings. - I I s 4 �, _ _ _ I - Z -- C a s� 5. The Contractor shall be responsible for providing continuous water service to all existing water ( - - - - - - I I I Q �,I'sC $ 415 7. All material furnished on, or for the project must meet the minimum requirements of the approving J W - i I I s users affected by construction. If water service must be interrupted, the contractor shall 6. The Contractor shall conduct an air pressure test and television inspection after all underground I S ` O _ agencies. At the request of the approving agency or the Design Engineer, Contractors shall fumish proof that o - 3 8 coordinate with the Public Works Inspector. utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final I I �' _ �- I - _ - - - I H �, all materials installed on this project meet the specification requirements set forth in General Construction I 4 - acceptance of the sewer. o - Note No. 1. I i 2 = 6. All water works components shalt be ANSI/NSF 61 Certified, and must meet all AWWA and (__ k I J I I- - a = a A E standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All CCTV inspections shall be completed by third party testing firm. I I 3 ] � -1, I J I ®�2 a,Y 8 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches I I UNPLATTED W WHITE BIRCH CT. for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 7. All water i e and fittin s shall corn I with a licable portions of Division 400 of the 8. Approval and acceptance of all sewer construction will be by the Public Works Department and their OPEN - PP 9 PY PP P ( ( "-v �eC �m Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or decision shall be final. Such inspections shall not relieve the contractor from the responsibility of ( I I I c� I I i �; ._ = 0 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works C-909, Class 150 PVC. Performing the work in an acceptable manner in accordance with the approved construction plans and \ �\ 2 01 I - F Fe z Department, and their decision shall be final. Such inspections shall not relieve the contractor from the Standard Specifications and Drawings. j responsibility of performing the work in an acceptable manner in accordance with the DEO OLPE approved \ � i UNPLA7TEJ P Y P 9 P / PP 8. Five (5) feet of cover shall be provided for all water mains located in a section-line and \ \ � j � �� I I I �I I I construction plans. mid section-line road. Four (4) feet of cover shall be provided for all other water mains. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless \ �1 ' I I I I $ZOO ' �'1y otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the D. 111`PIN VO OAP ` i 5 C P P P P Y PP P �F \ 1 I 7BA/,�'1 �tSTER 10. Any deviation from the approved plans and specifications must have the applicable agency approval in Supplemental Specifications and Drawings to the ISPWC. EZEi4-2 34 9. Locate subsurface storm water disposal facilities (including un-lined ponds, infiltration beds writing prior to construction. F¢ and drywalls) at least 25 feet from main water lines. This requirement does not apply to catch --� EIEt-1550.10 basins or sand and grease vaults. 10. Locate service lines to the points shown on the drawings or as marked b the Engineer in the field. - - - - - - - 1_ _. - - - - - - - 9 Y 9 - - - - - - - - - - 11. Prior to beginning installation l' - -g g at on of street lights, the electrical contractor shall obtain an Electrical Permit Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental - from the Building Division of the Meridian Public Works Department. Any deviation in street light locations Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the - - r- - - - - - -OUT CHERRY LANE- - - WEST CHERRY LONE' �?�3 2 � O initial f b d ki t t k W Public th shall h t t. The Contractor sa notify e Puc ors Department (2) working days before inal - - - - from the approved plans must be approved in writing from the City Engineer. 10 final inspection- Service Ernes shall extend ten (10) feet beyond the right-of-way where there is attached � --� - - - �-- - - - - - - - --._ - - - - _ ___ '�',�� �' 0 construction begins and shall also request inspection of wafer lines and appurtenances sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may O 12. Take all lot dimensions, easements and certain off-site easements from the plot. twenty-four (24) hours in advance of backfilling. be a maximum five 5 feet deep at the property line unless otherwise approved b City Engineer. \� ( ) P P P Y PP Y tY 9 \�•� I 13. The Contractor shall maintain all existingdrainage facilities within the construction area until the drainage 11. Construct, pressure-test, flush and disinfect off water distribution systems in accordance with g g applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 11• The Public Works Department will inspect all public sewer construction whether within public SITE R m o w and irrigation improvements are in place and functioning. PP P PP P g right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours _ w 14. All Contractors working within the project boundaries are responsible for compliance with all applicable 12. The Contractor shall be responsible for locating and marking all existing service connections prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 1 200�s° 0 0 safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices Per Standard Drawing SW3. o W o o and control of traffic within and around the construction area. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe m w wmz 13. After installation of the water mains, the trenches shall be compacted to 95 percent of laying and pipe joining operations and while making sewer taps. Clean and restore to their originol state > W 18 o J w 15. All Contractors working within the public road right-of-way are required to secure a right-of-way maximum density to prevent further settlement. any ditches and storm drain facilities that are sifted due to the Contractor's dewatering efforts. Bedding BENCH MARS z o construction permit from ACHD at least twenty-four (24) hours prior to any construction. and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. z R E 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations NAVD8$ NA083 ADA CO. HARK) Z match final streetgrade, & a a meter lid elevations match an extension o the sidewalk 13. The Ada County Highway District will inspect the trench above the rezone in accordance with z w 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall �` 9 Y P pipe VERTICAL DATUM HORIZONTAL DATUM grade as shown on Standard Drawing W5. Contractor shall 'inspect all valve risers for foreign current ACHD standards. LO w determine the exact location of all existing utilities before commencing work, The Contractor assumes all o N z g responsibility for any and ail damages caused by his failure to exactly locate and preserve any and all debris and to ensure that the locking lids are free of concrete from the collar pouring 1 N = 712,592.5 0 Z Z z z o w operation. 14. Install sewer service fines prior to street improvements. -m- E = 2,437,669.2 "' w underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. o z ® m o N = 712,588.9 � ZOZ� x w Z 0 15. Flanged or mechanical-join valves shall be located in the street, and ire hydrants are to 15, Construct sanitary sewer manholes in accordance with Section 502 per City of Meridion Supplemental j A 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywelfs) at least 25 feet be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. Specifications & Drawings to the ISPWC. E = 2,437,458.1 from water mains. This requirement does not apply to catch basins or sand and grease traps. All gate valves shelf be set as close (flange connected) as possible to main line fittings. 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian 78Af NOT FOUND 01 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). m �- 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Supplemental Specifications & Drawings to the ISPWC. o a, 19. The Contractor shall keepon site at all times the approved construction plans on which is recorded the Engineer. 4 N = 714,028.9 PP P 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot d E = 2,438,269.4 t,u ao actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide O set these locations to the Design Engineer for use in the production of record drawings. 17. The Contractor may pressure test all water lines before disinfection and flushing, for His of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of own benefit prior to installation of other utilities to ensure the integrity of the installed line. risers and grade rings. The sewer Contractor shelf field-verify the elevation of the top of the manhole After all utilities are installed and prior to paving, the Contractor shall perform a final pressure cone to assure that all ring elevations match final street grades. Manholes may have 12 inches maximum HORIZONTAL DATUM USED Q ao N 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not i= ~- test and finder wire continuity test with Meridian Public Works Department personnel in of grade rings. Ac limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the c' US GOVERNMENT HORIZONTAL NAD83 L ui Oro work to be done outside of the 300' extended boundary of the project will require a separate permit through test. Only water from the City of Meridian's water system shall be used to conduct the pressure 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete ADJUSTED TO THE ADA COUNTY � � X: ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD LIM V) Q 00 test. collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The ���. H.A.R.N. SURVEY ® Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring ���. 0 - 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be concrete collars. z I ® , ¢ dim on-site at all times. A stop order can be issued if the book is not on-site. W. HER E - V) ROADWAY 19. An eccentric cone shelf be used on sanitary sewer manholes greater than four (4) feet deep, with w Q w 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) feet w o 1. All Contractors working within the public road right-of-way are required to secure aright-of-way the field. Marts and construct service lines in accordance with Section 504 per City of Meridian deep shall hove concentric cones. Z construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker m shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the 20. The Contractor may air test alf the sewer lines after backfilling and settling of the trenches for his N o 2. ACHD or ITD will inspect all work within the public ri hts-of-wa to include utility trenches above the pipe _ _ w benefit LQ ® is P 9 Y Y P P right-of-way way where there is attached sidewalk and ten (10) feet beyond the sidewalk where own b eft prior to the installation of the other utilities to ensure the integrity of the installed line. He r zone. there is detached sidewalk. shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule DID improvements outside the public right-of-way. with City of Meridian Public Works Department a minimum of 24 hours prior tv the retest. //'! Qat�eBG 8 �I'� 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Rif ! � LJJ latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the Engineer. � N3Timpr ve will be allowed unless specific written approval is granted prior to construction of any THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Y i NI 1MAP si • Q improvements. FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE 22. The Contractor shall be responsible for locating and marking all existing service connections in 1 '° = 1 000' Z SW3. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL accordance with Standard Drawing LOCATED IN THE SE J OF SECTION 4, T.3N., RAW., B.M., � 06 EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC CITY OF MERIDIAN, ADA COUNTY, IDAHO 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. • i ,� Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public right-of-way. CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY Z _ 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG PRESSURE IRRIGATION NOTES: 0 LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. gutter, valley gutter or sidewalk improvements. SEE SHEET PIRR-3 Z 8. The street Contractor shall backfill all sidewalks at the completion of the paving. d= 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on SHEET INDEX the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. �r PLAN n �Tn p �t�t �T �t�r S 1 ® -- 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and STREET P,f.tH.l�1 �13END SEWER i Jr`V'END WATER JJJVVJ TEND 1 of 1 1 T- I = TITLE SHEET, VICINITY MAP & NOTES v1 � � �) include any area damaged by equipment during trenching operations. 11+00 LU 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor -I��`8� Sewer Line oft Station W Construct Water Line © Z g P 0+00.00 Centerline Stationing 2 OF 11 LGT-� = STREET LIGHT PLAN �y�T /� � � v shall replace the entire roadway surface. EE Y.C10PER N 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel -~8 S 1_ 8-� Sewer Manhole & Pipe Angle Install Double Water Service 3 OF 11 ST-1 = STREET PLAN I ® W P P Concrete Vertical Curb, Gutter & M ♦ , path of a lane. Matchline shall only fall in the center or edge of a travel lane. Separated Sidewalk, per ACHD Supplement S.C. Service Connection 4 OF 11 ST-2 = STREET PROFILES AMtI DEVELOPMENT, LLC ® U L1J 4). Plowable fill or imported material may be required if the native trench material is deemed to ISPWC SD-701 & SD-709 • Install Single Water Service 280 PILOT ROAD, SUITE 200 unsuitable by ACHD inspector, does not meet compaction standards or time is a critical factor. S.L. Service Length 5 OF 11 SD-1 = STORM DRAIN PLAN AND DATA LAS VEGAS, NV 89119 M 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction Concrete Rolled Curb, Gutter & S.I. Service Invert Invert at TBC Install Fire Hydrant 6 OF 11 S-1 = SEWER & WATER PLAN AND PROFILE 0 o begins. � � W. BELLEVUE STREET-N. MONTGOMERY WAY Construction Manager: Tyson Williams E � (- Separated Sidewalk, per ACHD Supplement S.I.E. Service Invert at End Install Conc. Thrust Block Tel: (702) 703-5381 to ISPWC SD-702 & SD-709 7 OF 11 S-2 = SEWER & WATER PLAN AND PROFILE lO. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD (invert at End Of Service) - E-mail: creevesC�ah4r.Com � Q -12w- - Existing Water Line N. OCONNER AVENUE & W. WHITE ASH COURT Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes g E-mail: t Williams®ah4r.Com � W SCALE NTS no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in Storm Drain System with a Drop inlet, - _ (~,.BS -��'�- Exist. Sewer Line & Manhole 8 OF 11 PIR-1 = PRESSURE IRRIGATION PLAN y ` writing. The following variances, fisted by date and short description, were approved for the project: None. -12`SD and Manhole - - - -o=' Existing Double Water Service Z / 9 OF 11 PIR-2 = PRESSURE IRRIGATION DETAILS & NOTES Z ® DWG.DATE 03/03/20 rls 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but Bounds Une Existin Single Water Service PROJ. NO. 191029 P P 9 Y 9 - - � g g 10 OF 11 DT-1 = STREET DETAILS ENGINEER CaC not limited to, storm drain construction, trench p backfill procedures, roadway construction and concrete - . - • - • - Right-of-Way Line ,-�- Existing fire Hydrant 11 OF 11 DT-2 = STORM DRAIN SEEPAGE BED DETAILS ® a' work. Any work to be done outside of the 300 extended boundary of the project will require a separate ENGINEERING SOLUTIONS, LLP -- ermit through ACHD Inspection Services Division. The Contractor will schedule an inspection, requested Centerline SHEET 1 OF 11 P g P P 4 Kathleen M. Stroschein, P.E. m through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior to Lot Line 1029 N. ROSARIO ST., Ste. 100 construction starting �- Direction of Surface Flow MERIDIAN, IDAEIO 83642 Phone (208) 938-0980 O 0 < T- 1 E-Mail: KathysGiengsoLorg LL Z /SHEETS/191029-T1.DWG 41No Nv am,.. ® - � - � � I L' C • EXISTING LL O _�> m�X -F+ IF TOIAPA6GP W ME N raomw am f I. ' (� 9-co Q ' 9 CT - - - - - - - - - - - - � - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - -� ,- - - - - -1- - - - - - - - - - - C ® 2:9 E 0�' I I I I I + I v _ QTQ ` i I I I I I+ II II II I+ II III +III iII I+II I IIII ►III I�I!II iI IIj �� v ®c`•Ne�@ z Cc MRAWRRY SUBOMS/ON NO. 2 `Q � m 3:ia' g` }- to I I I I + l 11 z 11 I I I �a.. `.v �® Er®y I® I I III III + - -1 - - - - - - -1- - - - - - -j- - - - - - - j- - - - - - - L — L `�f IN- I _ _ _ _ I. TOB- - - - - - - === -15� -__ - - - - - - - - - J- ��'� v `orcw P� EDR- tub - 15 •- - �- - - TOB TG0 ju ...- -. -- 708 TOB TOB TOH TOB TOB TOB TOH EDR-� To C 4' " TOB 5--co,� O=u T NMID $AFFORD LATERAL OB_— --TOB TOH TOB TOH TOH TO � .— - Z y.389 N V H T T08 TOB TOB Tf1q }' ---TOB TOB 1C -24 « --^4--- 24�¢s $EITLER$ CANAL _2,U, 1 f' - �1 0 ® EP EP EP EP EP EP EP EP 24 —24 d�--- 22C -24�YC /p n �Li > c o 4°AIR 4yPIR 4"PIR EP 4°PIR --- ' EP--� fiU 3ti 0 fifl 120 1$0 C} U c ` ® V a ! _ °PI Fo C2 g i ©,a Qy �, LIJ y J <� SCALE IN FEET > a a ¢o c c iW 11 BLOCK 5 10 9 g 7 6 5 4 3 2 z 28 -22C A� "oa ��4v Z O ®W V O C VD �N d QU Ho 6`� i 1 W - � I •� 03 �� '°� 27 IL 8:5 R CL >N_ =v 12C d• W I > s � i W L ` V C N C EPEp W. WHITE ASH U o � c� � c ar c_« iNc v w o� 4�_�... 26 c� V 12kIll P' ® LEGEND ye ® o$' O .._.�. C O M a. fi14 i PROPOSED TYPE II STREET LIGHT =' MERIDIAN CITY LIGHT POLE NO. o 6 7 1s 9 20210 APPROXIMATE LOCATION OF AL 5C BLOCK 5 IJ zAo� 4°PiR ! EXISTING TYPE I STREET LIGHT �,5s1�STD NCr� 4°PIR v P P I / 4°PIR� 4°PIR 4°PPR 24 APPROXIMATE LOCATION OF a W 9 EXISTING TYPE II STREET LIGHT BLOCK 5 W 30 29 28 537Q3 EXISTING MERIDIAN CITY LIGHT POLE NO. 27 26 25 24 23 31 I I [' I 23 ��j 22C B� I__I ► I -l� I W Y > W 0. EG -'_ -BYE- - EP-- --- —EG f_. a STREET EE� LIGHT �}�E z o > w 32 ' _ osy oc i W. BE ow., EET � z ,� Z z BLOCK 5 (S, � „ s� —°s— •�- — — — — 12�e — — � ¢ � p ".e-.... _ z O W -'.. . t ALL STREET ACCORDANCE WITH THE - - j = I :aJ 21 C LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDAN F °- � Q 1 CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTALCD N p s� 14C 537G3 �> I 1� I SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. z pN �o " O p ¢ z 33 20 W � I I � I '� `�� 2, A STREET LIGHTING ELECTRICAL PERMIT SHAD BE OPENED PRIOR TO STARTING I I z ! WORK. USE THE ONLINE CITIZEN PORTAL AT z o p I =W OZ 15 w 13 12 11 10 9 8 I :I 10 https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND F. 34C I t. I o I ' I I REQUEST INSPECTIONS. a � I 1I°I- I a [ z 19 �� 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE -� - w _ - _ _ II I I `� I g REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED .. fl W. MILLiRON ST. 4 4 a -J _" J 4R- I �/ WIRING. ; 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES 5' MIN. FROM d =4=--1 f. =-_ _- `h BLOCK` 4 ( 1 L + I + Y FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 'x ki I'e I 7 c.� I I + OD j 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH IF 1 17 611 I `� i I I - — — — — — -{-�I A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING o a I Q I I I ELECTRICAL PERMIT OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC V. o BLOCK 1 ! e1' I I WORKS DEPARTMENT PRIOR TO REQUESTING FILIAL INSPECTION. �� c¢ia ``' 11 1 #53701 0 - 1 _.• - - - - =` °�\ 17 + 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) Q � ° --� f 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS �=r ,( I- LOCKED METER PEDESTALS. �W�IN[LLIRO�!LDR_ \� o � .� 10 �`�1 IRp� r - 53702 I CL 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. 16 1 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO I INSTALLATION. I �� 1 #53700 1 �-• — _ ��li — 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN 9 f-1 12 1 7 1 + $ 9 10 1 13 I THIS SUBDIVISION.14 16 1 � 1 BLOCK 3 I° Q J I • 15 I 11 10. TYPE 1 POLES SHALL BE BLACK. 1- 1 I I IF K• f4'P�i- - - - -4RR- -- - - - -�12'GtR�--- — —� I � `I 41_; I 7 _ - - - - - _a —�,'-�� I I E I ® ~ — ® _ v I: �� LANDSCAPING NOTES a 7 j I m II:J �W� I 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED [— I_ AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO LL' W ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. r 6 r I�� Asa Im I z Lu V) U) #53699 �- c� w 1 - I I i ® m I I f 4 ® � I co � m QS�'- - - � Is� I O 11 S -- I.j�l I _I I Q�• I s {.L l W SCALE 1"=60' Z I 4 ---lC I ' I oa�`TO DWG.DATE 03/03/20 ris f- - - - - - - - - - - - - - - - - - - - - O O 77 1 Z 0 2 � l Q PROS. No. 191029 T : I �- SHEET 2 OF 11 3 --_ f f #53697 - w- 1 ® LGT 1 0 Z )�� ": .�.^ -`:: 1 _ �•r_ W. WHITE BIRCH CT. N /SLEETS/191029-LGT.DWG I - - - - W TOINNAMENT Dt?IVE - - - - - I L_ r- ,�-§L_--- _E �D � - - - - \ I___l �,� I I - I I I I I I I j .,:F 0ca.\ C,p tll�- 1'�- / I I I SIRUCTURAL FILL NOTE: u :5;.9 '11.9I I I I I I I _V .%,� . IS I 'a M I,L5,- �j- _,_ . - 1. a) .L,- g t I I I I I I I I )I 4-f..............­­_ � ( I I IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING -w co > I I I I I I I I I I !� 11.1 I I I I GROUND AND BACKFILL WITH STRUCTURAL FILL TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS 0 1 1 '51 - _a I (D o g---.-�g. 2 - 15 .� I III - I I DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR) IN 1-FOOT MAXIMUM LIFTS. COMPACTION TESTING I I I I I I `K 36' - 15:5w 0 (.) ..-gv .- C. OL. fK I I I I I TURNBERRY SUBDIVISION NO 2 END D(ISr ROLL CURB I F I I I AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH 0 D I I I PC 0 L;4, �8 I ��P f AtD BrIST ROLL CUR8 I INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR < *- - T,:2�';, 0, .-.2 0) 01"'o.- 0 0 1 1 1 1 21+81.24 '&,-, 1 1 1 I I b� I I . <-0 r- I 21*81-Z - us 1 1 1 1 2551.15 ,g, I :;t- ��' AS TESTS ARE PERFORMED. C r__ 0 . CL �,_ I I - li " TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS 9 1 Z7,.l % I I I i X ,'%'�', I 1 2! e? Aal�Q,-� 551­2':� W X ­ 2! 0 - - J., . NEEDED I ... q 0 -0 ,W .wm -'v; 0 X 11., I I TO MEET 12:1 LOPE I . .-. 1. SAW CUT EXIST. SIN AS NEEDED c c C�s a:F,- "n I .1 I I .I-1 11 Q5 , I _I 2551.25 1 - ?__ --- I I I I I I SAW CUT EXIST. SIN AS NEED I �� , 11 ` I I < .._ .- RETAIN & PROTECT EXIST. I I I MAX.. :-- __ � 11 :_ TO MEET 12:1 MAX. SLOPE I I 0 o "9'= in a :5 = . . . . . � I c = .-- ,:, 9:�-!-� =; :.6:- J:*1 I I I - .- -- t; 0 � - --. .I..9 DIRT ACCESS ROAD I _. Ilf " , Z "', STREET NOTES: .a,.2 - _. I I TAPER TO EXISTING C fl I , I I.- . : - 1 21+58.54 VC I. La IS2 .. : . - cc �Im - . 21+58.27 VC TAPER TO EXISTING E 2! E al m ow < . " � I I I DIRT ACCESS ROAD, -:!!t,, -I,RR ---I I I I. MINIMUM 2' ASPHALT CUT LINE ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD-301, SD-303 CL m W.Q; .0� C.& _. <1 I 1 2552.20 � -I -- .� I - to ®.. . *112- - 2552.20 DIRT ACCESS ROAD, -cc,- cq c RETAIN & PROTECT . . ....; 1�1 I 0- &"E 0 a Q . . .� 2" -'___ �__ I I �,.,cp 0 �;z a r- .. -i____ IF _L- - - - - - - - - - ­. - RETAIN & PROTECT AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET M cr- 0 . uj t�� - - - - I - - - - - - - ,_ .-. EDR EDR EDR EDR EDR EDR EDR EDR-C2s -ED - - - - EDR 1577kv-___ _.--- ---­­_. .. . - - _j. I - - ­ -­ -_ __;_; , - -.-.-.-,-. . - , _* ....�:_:..... - - -- - . .1. -EDR -1,�,Pyc::.:;� = =a-- - - - - &g�-,•i 4:06t ... . �:;:;:7,;e =�_ - REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE . .. . ---------- .:.*�....!....._....... _..-.-. ..F . = -15 : ��:,. ... ............._ . T4�.....� E R- 1_0 .......2 -­4. ­.-..­.. 7 .�,,�_ ..- -1�V. L 1.(,'_ ------EDR .� ". �. .z 550 .... . . 'E a 3r- 0 9 I . . �-����-__._.��77777777= .:::::77,:,7:: - - " --I—........ 1,4- -_.. Too�...- :'-��­aoa?777?7:�;��77777777777�7��- ------ -----------------7_� : M= CL I.9 .. � . ........ -------_...:---- ......_.. � -- ­...:--- ----------- _­........­­---- - ......2550:7����­ : ­ - G.. 8 � . T_ - -Wfl........ - , . _a,V . ...................... _!��_�__:....... ....1� ....­1..... � _. AS A MINIMUM WITH 4" OF Y4" BASE AND 25" OF 6" MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL ----- - T4�.....� M (/)-EDR EDR- ­1 - � � _1 .. - _...... R 2 , FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 Q21 MIX, PG 64-28 FIVE INCHES (5J THICK, . -1.--L���'.L.__-..- *. .. ...... ... ... �T�� .. .1....... .... ... C) ::::::::::::::::::----------� _:::�:�:::::.......­- - " - -- .. � : _....... _. _. - ...... ._ : . .��. ----- , ...�� ,__ 6�� ---7777777TPP - ---�:::::::::::::::::::::::�::.... ........._ ......�... .. �...�-------------- . -. . ...................6_ � �. . .rn I I � ­....... _ ............::;:::: ::: , ,� .ot�, _i_ A� ­_______l - �541--- ���� - -�:77_... - -_­�..-_�­,-­.`_-�m V, ­.­. . -. . - - � . ... I ..",kt.. ­_ - - .,�_ - . �l .. ­" - , � . ., .­.. �'G.R - 7 2 .: - " OF 4- E AND 25 Of .. __ __ _ � I x x NMID SAFFORD LAMRAL ...:.' SP-3, 0.50 INCH NJ MIX, PG 64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH 4 X BAS 0 9 2'a.i,of__ . : - .:::*::- __ . - -. .* � ­: :::L::::..... .. X ... ...X_ -- 1.- __ 6 ..� - - . - �....:_..�___ . : .:,:.. 0 ,p t's as 3 . , .... ,. . . ..", " ­ -­�--t- - 1-11!1-�-!­ ,M�..vm�l. , , - - : - -:-:::.:::: � __ __ ::::::...::---:::.:::::::.. .....- - . :::::: j�:::::::::::::::::::::::::::::::::: ,::::::::::::::::::::::::::�- EXIST. 75 LF± 4-4" & 2-6' STEEL �:-:,� .... . : :: � :::,:: ,:: : ::: ...................�............... :�.o;;;;;;;2547 . . - - - - - - -- - 2 F I �-._ :-.-.*_l........�... FG= 0.3 'o . ­__:��::M�::_ � ______�, .Z, .. . -�...�... ...�........­ ­ ­­.................... ­ � .... .. .... ­__ ....: _'. - - OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3 =:2 - ­­ .. - :i6e���i��� v) !!� ::::::Atl-`­ :: - ____ , ....... ­­......... �.... ---::�:::: - - ; , .. I........� .....I............�................................................... = - .-TUB...........­­ ­ - . %.1.. . ..::......................­1...�............................. .�_... - i:: :::::::: , 1, . ��� :Z__�laa6...:........::��::- ,?5,50.....................j;.jG=50.6.........::.......::...*-----FG=50 7........................................ ....... W LLJ - SLEEVES PER JOINT TRENCH, (i.p,. Co.).....�.... .. J,J� . . LL I.- 3 Q�g:6 z - - .... I - ,:.cn -----V�� . ... ....... --------------­��Toa-2, 5 *................... ­.......�....I—...�------ 0.50 a . E .­ - _. ___ .- _ ..... _11rm- rl-1 r ..n_:--:FG=51.I;;;� . � .j _­ vt - --------- ---­ -28 THREE INCHES (31 THICK, AS A MINIMUM WITH 4� OF Nin BASE AND 20" OF 6 0.fo-5 .­_�:� ..... . .......... �.................... � ....... �� � , ):_ ­ . ii �� . ­ - a - - ­ ........_­ ----- .. .................... :__ :­ . __ %, -- 1C - - -[P. ._ - .­ - --77ZAERS CANAL ­ r_��** __ __j ..Z� --------- _ ___ -. EX15T ::.................. ......:_._-;�; INCH NJ MIX, PG 64 r) `<I.3 Z-6 as �'�a __ ... I . . ­ - :2:�24"GIR' , 2XY:7777: .. \ :=5L ---FG-50 8-------:10=50 9................................c:, .::��:: _ - 51, __i-6�­__..... -%,I .. . ..:.: - - ...... **-*,**- '==�� - - + _....::::::_. � ­ _,6 . �....... ---�_.-,7-- - ___ . + . ...FG=51 -!_!... 11 -=-"-"- . +-...,.-..-, . ..-..-..-...z.... c) .f. I-S, __-. 7W9 RIM=,5 -4-'-' , __ -%r -.. 2.9- ­1146- -- --____­ *... **' , ...... _:_ .......�� Ab_- - ,�.�. . 4 - -- _5�-g- -24'PVC -28 - .:-._-' .. . ...... Q� ....:::::::::::::: .,0- -------------------:--- . ___ ­ __----7='.,.­­-­ .... ­ -_=--7�-,�.�-:K,01R.-.4­:=. _Z -:::: - - - -- MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 01 MIX, PG 58 TWO ANI --- -- i:::::::-:�� - - -----0__� -% �............ - . _-_-,---\, .- - --------------:1 2,550._-z�--- ----- . % _'�N _:::::::=.=.=_- ::;­ .2 . , EXIST. RIY=51.01 =�50.4_.'e..�77' --- 7g$�T48 I-24"GIR-4- ,7 -j --- _�� I __�b '-:::� - __\_�_ 1-14 UlK -­:�� .. ....... � ... .. '� - . . .. - _ - ­ ............ - V - --- FG=51J_:-:­-�550"� : - 1 C ::::::::::::::::::::::::::­ * ­:�::::-_-.��:.. . -.----,.--�, HALF INCHES (2.5J THICK, AS A MINIMUM WITH 4- OF -Y4- BASE AND 14- OF 6- MINUS PIT RUN. a ­_ . ----- ­ ---- �T ---------1(;,- .,ir�........�.............11.1. �:::::::::� _:.... _--- * " I...... - - - - 2 GIN,*-, - .- :: 13 . .::::::.:_ 5 7. , ...... .­............................. -=_, ) A : - .. " 7 �...... cn ::_ 4 _� It ..--.-.-T ...............................� , 1� I...w...... ')-:.. .......11 -­24"GIR-4 LU D 1-__ E f: g . _ 1��:.......................................... � ' ..........f,b,���...+.-�,:.-.-,-�-...-,.+...- ­ - _. -::' -, -B2 '. i :-:�-. . - :' �' �, . '-:..:_:". ... .1. ' . t_....:.,:..i':.l;il7'..:.:_. 1(�... . . -.1 .� - . _ - . . - - . EP- - � f----- - ------ tttt!t�mir:LL::_:::�T��:7::: � ---.;-...-. J.: T:7:�::,- SE77ZERS CANAL .2549,...... - .-�\��.;.--.T: . - :_ ­ . . - . � .. ­- ..� .4 , I.. .. _. � � . -_.. . ­ . " . - -_' ' .. . _ . 11 " ­1 � f.__.,I I . . .......�............ - . ______ ' T - � . ­ - - ' _ � .,�: � - . I . . - ­ ;� . I - � `� - '.:L�E . __EDR* - * - _­� - - . . . Zl � . -- .EDR - ' , -�: ..41_.�-::Z�:-= DR- .�:Um .. :. ­- ED. . - DR __ .... �-- . . - - , ­� I . ­ .. - � . 1�,.;.l , , - --I C, � . . .. - - . ­ - .... ,­ ..... T-.� -7 -'.' I - �l WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., w U) g-z m'u re"m , ,- , W..� %-- � - _ _ . . I - . . - __ � � . � .. - . � - - _Nlr - .1 -_ ­­1. .9 -- ;ao-EP-- _ ...;�... - . . . ­7 _� ***- - I- I-1 . -1" - ..- . . ­ ;' __ E - _ 7t " 22" . - m , ­ - . + .- ­ - ��; -;::..2550;----------- . > w 0-Z I - : � - __ 0 t05 2:. ., . ­ ... j .- . A2 _.� ,.-. -- - ., .�, .. EW .. m �. % I - F, me , - 6 " - . . . - , _­�EDR . -F '; . . - . .............�.....�......... - � . -4-1 /V 2. CONTRACTOR SHALL RETAIN AND PROTECT AH EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL - 3sr_R.2 t:�-�:! � , -��So - - la� : I I . -p_:_ .___ *­.�F` . EP - ...... �_ -� , ....-1�.... t . � I . � - - . -�...� ­.. �5% 0 F... I � .. - ­ .. . Ep ___ EP- ' �.. . -- .. -- - Effl'- -- .:..- .... u" 1� \ ­ , - - . I— __ � ­ ­ I p INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. -T 0 0-2 0 .8 . If -__ i;k ...... - -I&- _144 .,\ .--� L� - CL 0 0 . ,. __ . 4 li 'y N (L Z * .�1: C�.-�--*­FG 508 .__ 11�1 -,Lbb"" \FG=51.0 '� .. \1� I - 2550 - . f .. . ­ = ' '*"---. 'Z& 11, 21+10.67 VC -'\\ 21+10.67 VC _u� - 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND 'S � -'�i � , : .. . - �- it: )LFG=5L8....I g .. - 11 10' FG=51.5 FG=51.6 -6-Lof -) r� .. I . _ 10151 \FG=5 1.1 e %bl . �p \�F L=5O.9 . _­ \FG=51.2 cr: '-O- ....."...... .._­ _ % _ FG=51.3 . �E FG=51.7 ' . "-2552.77 � t-� lo Z3 �3, _: ___ ............� 3: -- 2552.77 111 L ,. _f FG=52.5 I CL 0 ol E:", >,&T �� . ir= i T - HP Lo _X EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES - P:CL .w -c:, ac_ ......... 3: -- .. I < () - a,� "M �r 0 � ,-,J: - 2552.29 FL 1� 2552.29 FL __ BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES A" RESPONSIBILITY FOR ANY AND ALL DAMAGES -, ,cv o=, , I ABANDON DIRT ROAD, _...................................... I _N' _< . , . : - ... a_ . ABANDON DIRT ROAD, ir-- ­ ! --- -::: - CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. I : ., ... . I-. - 21+01.13 . %_ -2 --I.- -I ....... ... � . . - . g:9 �..* %�: . . ..............BL)CK 5 n 21+01.13 . GRADE AS NEEDED i I� �� _.- "5 c= = .'R . : _ . .. . . I ' ' r 'n . ..., .............-..2550 - . .. 2552.47 - CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVA ON. � : 31 .. 2552.47 . 1. . I 1_1_1��:, . 11 10 9 !.< -_ . END RC 9? - I , r 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ISPWC SD-712A SD-712H OR SD-712G PER ACHD =.�- ,-> 1 '. -;,-- . : 8 -..-7'. 6 5 4 2 END RC . ZK 1 Z. 28 ou. � - : . ...- 3 1 , I �..I: . . i- _., . @ . .. . . SUPPLEMENT TO ISPWC WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712. DOMES = _. . D " . I c Is A2 .. �.. i=s � I . I : .. , . 5' PAVED PATHWAY .... - 5'SW ' - 5'SW u I SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT .. .. 7sg ..k � bw�-I 1+42.40 .... .. 5 0 g 11 9,b . . . ,. __ : I— 'A... ., - _�5 " - �-6 I.. .. - >Z . - -1 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA = C.s `= -�� .� .: ,� -.-. . , , - - - .. .2 I C. I t c� P�:7............. 1 O' PAVED PATHWAY -, w = ....... ItT AND ITC/ANSI A-1 17.1 REQUIREMENTS. ACHD INSPECTION STAFF WILL BE MORE CLOSELY - - a;:9- .......I——.... .. . . � .-- ­ .- '�?_l . 20+04.63 . FG=52.3 t I --.-N I . . .. . . .2 ,- _.. .-::_..' A2 - 4_--- .. .. . , . 1+32.48 10+49.78 AH= 2552.01 G8 ' I MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF 1 3i;: cl - . . ; - I � j j .` FG=51.6 . I . - o 52 2549.68 - J � - - - - - - - --:_ �. . - 9z (le) FG= 0+85. 1+5802 BK 2551.74 FL � ll� ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A REMINDER, .al'Z al & - - �.�,z' : ... ' - 2 Z; -.--15'PIIC- _. . . FG=50.li FG= - 10+72.47 . .- I - � . . : . - , . --.' .. .cz)=j 49.65 2549.49 -,� 2549.80 11+89.91 , C2 . . ll� , _w ALL NOT EXCEED 2.0%; THERE ARE NO 'TOLERANCES" ALLOWED. PQ ,Z - -:5 C.2 0 0.� , �. ui � 0 '. : -.1 . . 2 ,�- I --�- . . '� I : ­m 50.0± �e FG= � a: 2549.91 GB 2550.44 12+99.91 14+13.41 . ui - n ,o J. : I' " .G:Z�:�,� .. 10+ 12+44.91 2550.93 �Z .- 1 2552.12 1 5. SEE SHEET SD-1 FOR STORM DRAIN DATA AND ELEVATIONS. - - �'e..r-g-- .. w FG=49.7± Cj 49.8 Y) 79.91 11+34.91 1 - Fn � I , .: I .�. .. 75do ----- . I- ;i . = .i - , ­ - . ........... - .2 . ..- ­. __ -\ x 255 m \ ­ - [. 9 u') ... - 2551.44 ­ 2 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED .. I .... � \ �..... 9.94 2550.69 13+54.91 . . . , . ------------ . . _............. . , .& Us _'5 . / '. : ..... .. � . '.� -t_- .. / 254 2550.19 255'.18 1.17 FL r_-, ��l 27 _r , , 22C WITH THE NEW CONSTRUCTION. TREES SHALL BE RE-LOCATED PER THE DEVELOPER. •:L5 . : FG=50.0± -------- ­ . . . . . . .I . - . . -.:�'-'- , 26 bO 'j 4 0 1 w g,�� 2 E ..... , .- I - - - - . A Z - - ` 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE �g =-5 u 0. _ia � __ . . -_ .. _. ..- 12C L2 C) ........ I ­ . . . � � -4. :' ��,j7 - _.- . - .. ­ . .-- .. .. - ... �-. " ' - .. -, - __ - - - &0 1 Z-k '. .. ­- 7549.36 O+�i§.38 . .,� , � . � - . _ .. "�� _ _A� �- ._ 4 __l - �;_ - . . . .� .: - le, .. - .-- * ,-� ­ __ . ;F 0 ry ,� - - � - . . . Z .. .. 0 2552.01 GB - RIGHT-OF-WAY SHAH BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL - t­ Z: -A :4 ., 1 � 4- - - - I- _AL - - - 20+04.6� m , , C14 - -N, '. ...., .. - / ,1._*_ ­111__ i �.. � . . . 0 � I I a� 91 . ---- 2549.38 V ' FL= - FG=52.1 - - - w . - : .,, C> .- ­ FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE 1549 \ -- / �F; - : Kf L . -_ . .- - �: : C) It 51.71 -; REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE 13C - c� � m � . I FG=51.7 _7 1.1. ______:-�EP "�� , - Lr- � C> � m _l'_N e %31% 'o I C2 - - _+ ---+I- -------------------- - - � - ...I _ ' � t 011 -, cy __________i_ - - Ins COMPACTIONS TESTS. c"- . - :�: ��l - � Rl C2 - ___E 19+M -1, _,>., 110- -�Ep _. . - - - : N al I������l � ---- - W. WHITE ASH COURT Ki - - ,��\Sp; 11 , -7549 30 L �� " L .13 . 19+73-02 - !kl' �� TAI h I ------ --*- I- . . 11FLI, I ' . ..;_. . .7 .-_ :. ., , I . . . , � * - , - - � 0 , . 2551.88 rl-3 . I S. - -/. -- - .. : __ . � � _ � f, ... �l I �i - I � . . . .. w_ . 4. - Z �* ; � .- _�N5' PAVWED HIMAY : - __ . , ­ . ­ .,? ­ Pi �' - I ! 15' ETTLERS ;1z's !po. 26 �s` IT !A. I �A ,p : _. - W CANAL ACCESS 0+41.72 C2 11+21.911- 1 - - - , - •, - * - - � �_ i .�' 1 19+31.63 _. _8 I.- U) STREET KEYNOTE LIST A ,4 12+31. V12+86.91 13+*96.91 _ -1 @ 2549.31 � 2550.13 1 + 91-/ 10 . . . 2551.72 __...� m 11 I EASEMENT cz� 0Z 1,331 � P -"S-q-,, 2550.63 .. A . . , 2550.38 2550.87 2551.37 � 12"S �__ 2551.45 FL . o L - 'A]� I I, ... .Aj -4, F:) ...... 1. : 10+72.77 AH= 14+13.41 PA � '. I—. FG=52.0 I I r 1-i ITEM DESCRIP11ON or I....I............�..... '. __ - - � z M A� . ­. : .. . : . bV .. FG=51.7 , : P��] . __ �. ,),j . (_0 it.SIT :­­..... ..... .. ..... � I 13+41.91 / ...-!, f 19 20 f _i __ . I 1,- _Z3 '(4 k i 2551-12 1 IN . .....2550...............­­ 0+10.77 1+30.01 BK 2551.44-/ - .. _- - lf.ST 2549.18 . .. : 2549.92 2551.17 FLI'\ ­­ I INSTALL 14' WIDE x 30' LONG ASPHALT APPROACH (30' FROM BACK OF CURB, MIN.) WITH '. ; - � --I Q__ �n. -, -Z ............1,4 ................_....... *. ut, � �_. ABANDON DIRT ROAD, I. 1 t, ......... . ' - - 02 GRADE NEEDED _. w I �'_l 1� _q, I • ............. "I,\ �,�.._ . ;- ��- �.,�_I 1+02.15 1 . ., K19+18. I 9 0 ATTACHED (6- THICK) SIDEWALK. DRIVEWAY APPROACH, PER ACHD SUPPLEMENTAL TO ISPWC �s n ?g g �- �t ........ :: 63 Z 2-7 -' . 2551.82 CD � ..... -, ...... 2549.73 19+31. .- .. 1 -809. 2 I" ASPHALT, 12" j MINUS CRUSHED GRAVEL ON A COMPACTED STABLE SUBGRADE. - = �2 = � , 1� ...­ :......... . I_' 4z's SD = **... ... .. - _.. = S� t__ ­* * ...­ : BLOCK 5 2551.72- .. . 25 8, , - .. _�' .......I­* * : 39: � , .--I ............ I , .. , - 0 . , 0 - , .... . - = = . 3 I . - t � 0 N 0 '. 16 17 [_ u INSTALL 10' WIDE ASPHALT (TRAFFIC RATED) x 4' WIDE GRASS PAVERS, TOTAL 14' WIDE (AS , , 2549.13 '. 18 19 20 APPROX. LOCATION OF EXIST. : Q m .. c t� - t� ,� z......... , 2549.59 5'SW , 33D ,- I . , � =j - m :z ...,� , z '­_ 0+00 0+78.08 . 2551.45 FL I I - - I.... 21 I . I . z MAINTENANCE ACCESS). GRASS PAVERS PER PRESTO GEOBLOCK �;: , �, W ... - . �_ ... R/W t = - - . __'_l o .- -i 6 3- - . z 2548.86 FL .. . _. ___­01, 12" GRAVITY IRRIGATION, . -5 (9 5150 OR APPROVED EQUIVALENT. NO TREES NEAR SEWER MAIN. SEE DETAIL, SHEET DT-1. I--,' lc�� 7 50` ; S_w I , I ., ... . .. .. ­_ ... ,; 1�� �; , - 'I-- * RETAIN & PROTECT. I ,, I \ 15C FG=52.4 . . �� - - � E co z FG=50.7--.. . .- :�K :�- N . . ,F -, m 1-111' �._ FG=51.2 FG=51.5 FG=51.7 FG=52.1 " I * ­ I _ : Z! -ii�. cl .. .. - .\� FG::�52.4 11 ­. � Z� - cc> - I Z 1. 1� . --, INSTALL 5' OR 10' WIDE ASPHALT PATHWAY, REMOVE, REGRADE EXISTING GRAVEL,/DIRT ROAD. . Z' ..... FG=52.9 18+40.13 1 �' .__ : 1_�18+63.02 ---- .-- _�_,, @ SEE DETAIL, SHEET DT-1. �� ;�� -�a ,-� I . A2 _ c , � - 2552.21 - . - E 11 �... "" 52.37 - .�. FG=51.8 . - -3 & � = z .­.. ' v - V - v L - - 25, I (n 0 0�11 H 31 W - = , I : �'- .0., - _1 18140 .. . I I O' PAVED PATHWAY C) = mma_ -� 'I- � ...., : '. FG=50.6 ___ . 0 5.5 __:%11 INSTALL TYPE [if BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-I 132B AND INSTALL A , _ � . r= : .. - �_ 18+08.02 24 - ­ cn - , --s"?," .. \ FG=50.9 ------.. \ FG=51.2 18+08-02 '- (n � - i 'k � - 3� - - - � m U, n - \1_1' :­.....1.-�.'. ._..... .,... _ FG=51.5 \ FG=51.8 \FG=52.1 �FG=52.4 . 2552.60 ... ��_ .� (o @ SIGN STATING THAT "THIS ROAD WILL BEE IN THE FUTURE". COORDINATE SIGNAGE E � 2-- , . . i ............... ­ .... ___ IZLI . (/) , , 8 g , ... _F - - 6 - -� FG=50.4 ........... 2552.60 . t � WITH ACHD STAFF. L . . _. END PHASE / � � - L-4... . : ........_.... - ..... ENO PHASE / f f - I 0 1 I '. , """ - _....�.........I....2,551- ­ -­ ....:: Nl- , .N : . .... M. _ : /--PLQC.K 0 , I : - ..: __.. ...... -_.. �2 %_ Qp INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK/PATHWAY PER ACHD SUPPLEMENT TO � ' 02 , . .. ._ . - - III . ..: .- 5 �...............255 17+58.32 1 184.02 . , 1 5.4 c- , .., - . ....... A - 't J) I.- . ... - -4FG=52.8 . , ` - -30 f 2552.40 . �� (,;:, .,, z. ISPWC SD-1132A, PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADES SHALL INCLUDE 0­ _ r,I . ­ __ ­ - It. . - . Ic �, L_,j .Q- ,3 : - LQ �. 4- - 40 -,5;,?", ........ 2552.IJ FL � N2 11--1 . 23 FG=52.2 , � _�__, �� � cl� .- A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. �l 129 �I- @ -W , - I......... 28 27 26 25 24 23 f � :_ � -- . _Q I t-Q- ca 0 "" ......... ........ .. J5 .-j I 11 -1 .- ;li�21 1-i. .. ...... - - 17+4J. -, . . . - . �.. . ... . - . 0­ - _� LLI co 31- , ., . : 1. . - - _��z *. "IE Z�i - -ft t= ".) .: ... -_ . ... 2552.34 . Nl _'j - 22G. __ - " CONSTRUCT 6" CONCRETE VERTICAL CURB, GUTTER AND ATTACHED SIDEWALK, PER ACHD " . - . . , m . . �­­...... . . I-. 1�..I I . .-.. . lkl I-- '. � @ ftwi Z) lq- '. . . 20+90.02 2552.07 FT I I I I I � 4 . - �� * -k (n(D� .. ..* . � Z t�_ SUPPLEMENT TO ISPWC SD-701 & SD-709. � .. ­ � . . ..... k- ­� �! co . - .. RETAIN & PROTECT _. - -@ : ... ­.',I �� I E,s 00 cv : . 2550.46 22+03.39 24+90.52 - �< ro 8 I : .. ....1. . 23+13.61 �.d I . - I ,- NZ'. ,-..: 1�1) � .. � . 21+46.80 1 �,Q��_�: .. . _� - ......... . , . . 2551-02 - BOX, PLUG PIPE TO .. - 255231 , 1 17 760 ­. - I Oz- Ll- � 2� - @ CONSTRUCT 3- CONCRETE ROLLED CURB, GUTTER AND ATTACHED SIDEWALK, PER ACHD. .. .. . 20+93.56 21 1 23+68.61 ------�....... .. ­­ ..--. - 11K �:---- --­ 17-f46.12.. - - __---- -_- . -20+54.56 . I -� 42 E x '� .. . +18-19 2550.74 �. .... 2551.6 2551.90�- --- -_----­ - ---- 2551-- -'24+66-61 HP 2552.04 FL k, ' - I''­ ... . - __. r=-, -- SUPPLEME14T TO ISPWC SD-702 & SD-709. w , . � . . . . . .. '. . 2550.29 2550 2-:. ::: 22+10.36--- -- ' ­ - .. - ­­.......... . - .. - - 2552J3 NORTH 1511- - � .. ix 0 d! 2550-60 . ­ . 22+58.61 : LAJ I I t" ,, . 10/,?-*- . :� . .. *� . -48 . .., 2551.05 24+23.61- 2552 4JI �\ � I - , .� ..7 • tz . -. .. !I .. ... . .,- � ___ . - : 1�f * - ..7'�'.�* A . . __ - - - .1 � 2551.31 2552.20 END PHASE I �­ ._�t 11 ..I .'- .. .L T 2552.53 X x __ x < C> . � • __ . - .. QL .... ( . � I .--... - .. I I - . - • - _& _Z_� ' ' _ * - -_. - .. .. .. � .. . -- . - . - . . - . 1­4.I� '**** * ' : . NOT USED 2 Go 20+28 . ________�� .,.. . �.. � I 11) .. PA - - L -- - - ... @ 0 0) ..- - - I .. . � . - � . - . - . - . k . - . ) `3 I 17+2j.�l L P t� L .38 - I a �j -1 . . - ­ �-w . , _'. . .. . ... . - - L- NQ EE 2� co.- . 2550 .. . --*-- ­_ - - ------ -1 . ..-. . . . - ­ : INSTALL CURB TRANSITION, VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER, SEE k. < co - 4 - Lr- ..-- __ - - . .161 Z, � ........�­ .�­ I ::;� .2551.94_1_� ...t - -ET ---- - - rl') �g 91 .. __ ZZ � , _-�fp . __ - _­ . -, . .. '� . - _vd 32 . I- �; � ___ . . " . ..... ._. . - , .z - :_l ,__:_ .-_: - , - m _� � � - .. ��C> W. BEH EVUE STREET ­­ nf ��_ . � - . . .. ® - . - Nl /'/ / - G DETAIL, SHEET DT-1. 0 cl _`1 � _______ 1 - ____ __ - N2 _­__ I I -f- .. ..... --, -- - .-- - , ,- : - ---+-+ �_ --------+- - � - . , - ... �. ..... �---- - - � ­ - �- -- -- - ­ .. BLOCK 5 .. - - --- . ti . - �.�..�..�­....­..... ­____ w 8 - . i �_l � - ,�jl C2 - I . __r_F_I� I .* -­12"ll?''I ----- - I _l_ N L Ki -i- I , ___ .,- . . . - _ . - - .- " ......... .­ C�, - - ItI3.13 , T + - � - ------------------- - - - - :j Mi C-4 20+02.17 ­... - UO ..�_ zl* Sc I : . - - .� .. -, CONSTRUCT 14' WIDE CONCRETE DRIVEWAY APPROACH, WITH ATTACHED SIDEWALK, PER ACHD 1­� ... : . . _S��l . - .- - .. : -C -( __ -'sz;al . � ll,�l . . I --_­_­ . 25��-03� � 7.--. � ­._ ­ .�� � . , _. ­ . .. N m. .: I I H_ PA 21� -, @ SUPPI EMENT TO ISPWC SD-71 OB (CONCRETE TO BE 6- THICK). (n . . .. � -1 :�� . . 11 -1 _..... ,R a= i2� � -1.. ... . .- .- . � 4) . . . . ­ : ' ..­ - .. _ I - - - .. --------_ . . +. r_ . .. . . * rl[ - � - __ . _. �_ . , _. .. - - - , , . . .- - � �. . ...................... . � ,+ . . � � . . - . .. . . --.-- --_ .. � .. Z ­ - . .. I .-- : . . ., (N 0 . . 99 . 4 .. . - IN - . . : . 4 '--4, - - c) - . _. 19+86 . . r ........I........... . - . , . � v . . .`� I . � _. � . . - . . . - . .. / __ ­ - I N� -_ ----.. . :� __ +. 0 = � . - -z-- -- - __* � �.. _.. - a- . �...... - - - . . . . . . . . -. .. - � _. - -* I - . INSTALL STREET LIGHT, TYPE 11, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LGT-1. . . . . . .. - � . - `­... . - . ' - ' - - - _ I . . - . -, �*. 1� . .. 0 , . ... . 20+93.56 _. .:E - .- = .- / . , . _��F'e-'46' � - . . .". 2550.48 .. . . - . 1 2549.96 .I - . 21+50.30 21+54.51 22+58.61 S/) . I .. . L _Q cvr) ; . - . . . ... '. , :.­­". 2550.76 2550.78 23+13.61 Lo 24+23.61-/ 24+66.61 HP � 0 ) - : � � � -. - Z - - . . .1'... 19+98.03 : 1 2551.31 . lbbO, __ . - . .... . - ... . . .. .. � . � . . .. 16 80 j ....: a� 3 . : . RETAIN AND PROTECT EXISTING CURB, GUTTER AND SIDEWALK, GRAVEL ROAD, TREES, FENCE, 19+52.82 . 2552.20 2552.4J-f . . I I., 1 i--1�487,12 . . . . -.1 '_... .. 2550.00 ,.: 14C 22+03.81 2551.61 23+68-61i 24+90.52 .- . I 2551.7J FL __j_ - ..� .� ' ..20 : 22+10.36 1 2549.82 . 90 , 2551-02 2551.90 END PHASE / 2552. 1 1 rJ - V) - - .. ... : 20 1 = I I . . . M (PER LANDSCAPE PLANS. IF DISTURBED REBUILD OR REPAIR TO ORIGINAL , : . ; � . � . . I w . �. . , :255 1.90 FL : :_.. '. --I -:I-- - � - . . � �l I- .1 - . - . . .2552 CONDITION OR BETTER, REFER TO DEVELOPER. - . I . .. 19+49.32 , . ,'. 2551.05 . -11 A _- �2 . . ­ , @ 1 33 v.v� . : FG=5-.-- : . 20 ..< U> u.j _­.. r 2549.81 : - 16+82.91 ': . II. .1 : � :: t�- cn . I ­, : . - : :: . .... . * 19+86.99 : - -I . ­ 1* . C= * --- ... . 17 : . : ..' . � a : . . I = >_ : - ­ . . . � . . . _. . .., 2549.54 FL - - . k,_ : 2552.06 � 1 164-J2.12 . - Ju - -- -USED IF IT MEETS eq . . : : 2551,79 FL - - _. ...: � �_,! ) '. --� i. _.. � *.'I _.­. _j = 1171N, .. I - >:L C13- . . . I I _:��l REMOVE AND DISPOSE OF EXISTING BARRICADES. (BARRICADE CAN BE RE . _..� -��,�;l.. 10+36.50 . : 2549.96 : .11 - - g *-= 't 11+10 dl . 10+80 . � . ­ : I - I 11 ,Z 2551.76 - U2 ALL CURRENT STANDARDS). BEGIN CURB, GUTTER & SIDEWALK AND/OR PAVEMENT 0 . .- :............ 15 16-f 67.94 .. � 1-1" I OR-: � . 2548.85 %_ 2549.17 1 A ..'... 13 12 1 1 10 9 8 - ., �� CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS OTHERWISE SHOWN. ? -00� 2548.90 FL I . : I 1-T- - - - - - gi �E vi I Z_ 2548.58 FL E � 2549 _. . T . . ..... .... . 2551.90.. 1 [11 ZD a : � 5 w 0 .. _'S - . ' ' I& _�... ........� ir - � I '�61 :z -. - _:I�l I . I ..I I ('i . . .- . : . . 11+25 ­ 34C :-a: __w .- . .... _. . . - - : q. .. - BLOCK 4 . I j ......I I .' C) 8 PAVERS (GRASS) PER NDS TUFFTRACK TT24 OR APPROVED EQUIVALENT. =5 *­ f - . .� I - .. ......... _: �__ - . ­ . _... .. I $n i * : .. W 2548.92 - . ul ..- . .__ I - I , : . .. 0 4 C6 - . - . . �v . . .- m -_.. (So . - . . - .. .__ I : 5' -- .1 33 . i 5SW ---- ui Q_ 1. . !::Zl iz� I z I . ­11- . : . ". - ­� ­. . ., ,j_r * :S: .. - . : _.. 11 . .END CONST. : . ., : _ i� ,­ .. �;- : . - . I- _4 .- >_ 1�1 . . FG=50.8± PHASE. ­ ­l .. - : ___ I o:: I I k-j ;t PEDESTRIAN RAMP, PER ACHD SUPPLEMENT TO ISPWC SD-712H, TYPE "H4" AND. 1� t�- L,.-j _F 1� 16 0 1 19 B2 -.*- L= ING .- z --I*- 9 -4 'I ,19+33 75 : . I. .,: E)(IS .. . I @ SEE NOTE 4, THIS SHEET. 7 , .. �� W. MILLIR � 49.35 19 20 82 . : FG=50.8± .. . : ... . � � . 2549.7'4 : .. 11 I - : .. I I :_!� cS 0 Q� " - - -� I : ... I. �] :� . Q___ lql Q_oi r� � W -, : -.4- - - - - - - :� I .. . ....� 0 - - - ,'I . ---..- I >J: �s_ PEDESTRIAN RAMP, PER ACHD SUPPLEMENT TO ISPWC SD-712G, TYPE "G" AND ls- 4 00 Z- I- m -Z - : - - I. - � I '11K 11 ------------ ­ - �11 C2 w la---,.... -ST pi 19+12.8 c- . .: �lc /'l - - - - - I ��- I �. . I '� @ Lo . : ­16- : -7FG=51.6-1 _ 0 1 . SEE NOTE 4, THIS SHEET. I f _d*_ - - 16: u _'"�\\\,_FG=5I.li \FG=51.3:i _ \FG=51.9± 15+85.0_z. I" I Rz - - - c 0 Qn n - 0 .. � LLJ: . ... _Q I. �_- .S� 0 .1. I - I : 12 1 1��Sf��,> PZ - - 9 19 . : _3 I . � . ­ .- - . ­ -4 � - I .. 2551.57 . 15+77 - . - ..mlii- .- .- ­ 0 : m ­ FG=52.1± I 1�_ SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2-FEET, TO MAKE A STRAIGHT EDGE. 11+25 :- . : .. � GE . . m . 18+73.75 : ..' �1, I I . 1 2551.54 1 ;z,l Z 2548.92 50- .. . L . . 2549.50 :: BLOCK14 ...- . - .o I _Q REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROP * cr END CONST. �� I o+"3 6, - lz , : .-. . .I I I P") @ ER w : .__ . I 1 10+80 10 2549-21 � 9 - 2549.23 FL : ...- "-�1 �2c �_J_ DRAINAGE. Iss- 0 48.94 FL . __ - : ...I"g550-41 2 3 4 5 � .. Z� I[A C.> I I - cn 11+10 2549.00 25 � : ,.\.��� _.j...... 6 1 7 "I I 18 c� �a a) � : . . 0... Pi I . �;) 2548.85 SB J6 i8+76-32 '. . I - : I ..-...� I �. 4 �I 17] I 0 z A Lu . . . '. _ . I,�.l . m uj (n 51 � .� - - _ . .. ­­.­ . I I , - I c- = C-4 0 . , I C> - - - . .'. , . - I ,� w = ;a _ 2549. -� . 2% 2% ." I '�SE I OA 2548.58 FL L 12C 2549.24 FL . . i &, - - - 18+37.65 '. .. I �7)(IS,TJNG PH'; " . I " I 11 ' 15+18.li �Ll I I . I .. .. 15+18.IJ I 2551.JO -_ -45AI .;- - 2549.36 '.'. 2551.30----_ i-11 15-I:20 . CL I ACHD NOTES: m 0 � 15 18+50.061.I 18-40 � 17 `.'� J6 �`. 15418.13 - is . . . . 2549.41 :: 17+96.84 . _ _j_ . __� ,�f 1 12+96. � �4 0 . 18+37.65 -"- �.... FG=49.8± I 1 12-�26.26 1 2550.JO �..�_..._ /_// ll.-I I - _�_ 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 I w (A . 2549.18 .- 2549.95 . - I HIGH SIDE r"o cle) 1() I BLOCK 1 18+37.65 w.: . ... ., I FEET FROM AIL STORM DRAIN FACILITIES. 0 Ci SW END PHASE / '.. 11+72.6J - //...// //-:" / I � 2549.36 5'Sw_ - . 11+54.28 li*ii.88 15+88.88 14�2J.88 A 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON 0 ,,,. ". 12+79.48 . /!�/ t� . . 17+80.22 _� 2549.68 - I I = CIO 11 . � - 2549.59- 2550,67-\ 2550.81 . / //.-.,-/ - "LLJ LLj TOP OF STORM DRAIN FACILITIES AND SHALL NOT i LL 50 w - - '.'. 2550.22 2550.45 �. //P /.Id/ 12111LIJ - LOIN SIDE BLOCK MAINTENANCE ACCESS TO THE STORM . 2549.12 . _. x I a_cn �� . I� 11+17.18 . - . - - . - . - . - . - . . - . , . . A. - / - % >_ 17+96.84 .- - 1 1-5% 2548 85 FL - : - . - - - - -I- ­­Z-_ -- -- -.- - - . 1 .-W--14+89.28 \\ DRAIN FACILITY. LOCATION OF MAILBOX CLUSTERS , � N2 a __� - , , " 4.: . . . -`77 .- , -,- 1 17 ___ __ _� _. .T � . � . .,. . _7 : , .. I - --- � . , ,� -,r--._. _- - - - = -:� - - -.. 2551.15 SHAH BE COORDINATED WITH ACHD STAFF. of 1"=40' - �3 HOW .. _ �. , ,-, - - - - W M/1 L IRON DR � w _.. "Y C-4 z > --S,,,-�"'*_ - - - - - 1. 1116 - 1 v 2549.11 .. . - . - - - , � .. -: ­ . . I ­ -, ...-i .. , . -. , ""� . I ,,L 2549.44 �_ - ... . " ..® . � w SCALE 2549.78 . I Sc ,� ..,. -�:­-- :..- .I ; -�- - - - � I �_ �- _ - -�- - '-'- . � - .,/ , END PHASE I . 10+J6.50 10+50 1 �.. I . - ___� . -- _:::: // . ��- 5 2549.17 __� - 75��___7 , - - � - - - , . :...4 4 - _-�' n c" - _� - _�/ DWG.DATE 03/03/20 rls _.. 3j, 2548.84 FL . ___ _�_ �___:� - __ _ � - _ - �c p i - ��. - i co ___t�.: I .. . , T .. , - A_� .� - . . il. _::� 611 -f- � '! - I__ ---,/ 00 . - . --- - 4- - _. - - " �. I .11, ___� ­ - . 4 _ _:- --..., t�� - . .. ,�,,�. . Nlll� I I NJ.S 5,5w. - * - - ___!�? I . w - . TAPER . f_:_�'.l I;.. __-�_ , .,. .. � �:___f�__ __7�� '. �� .i: �,.;,`..­'. PRO . NO. 191029 " ,. . - ', '��� - __ ...... '. ... . - . - - -7-- - -.-- - -!!!:--- - - I .: , .... 1 1-��3 'e cl 01- ... . . "' - � . _ . w �!�-- _�: - -�_:� .. � .. . .. . � . ,. - - I -- -,- ' _14+75.11 WALL AS .. * ��-�� NI i_\1-, , ' :��_ �_�, - I .. . . � , _ . . - -- - - � 7 -7-:1, , . . - 10 � _:;;S� . - - . . - :i.____:___I!,- :;___L_:_ , " �:: �:�":_;��-_-_- -__ -,. . - . , /�_�: - I V% * .. - . - Z:-.- . 2551.08 .. � , - - - - . I - - . - I - ::::::-�- -- ­ - -­­ :"""" I IL SHEET 3 OF 11 ROAD,V� - _._:__ ��CT / _ _ _ ___ _ ___:__:_ -�.. - "' il- i�q 2 , t� - ,0. 5�1, � " .. . � __ __ . - . - I . d .- 1. 21,, '� - .. . ­ - - . I....... NEEDED .0 �l . c - -� -,.- , '_ - - , I` .-' , I m < --��-, _.!xT_ � __ DR- . _� . - - , , . ___ * T12+96.J6 IJ+8j.9j 14+2388� I . ` . �� - ��.:-:-,-___ .--- - . .. + - 7:7--.-. ,.,. . ��_ . -- .- STING \ !�! W. �� - , . �� . 2+7J.10 2550.30 2550.65 2550.81 LT. 14+49.J9 _.- 'E)�� L_,�,\ - :::::��. -I "'' 11+58.1i 12+15.89 - _. 1 40 20 0 40 80 120 . � _\ - � - - -._�_ 2550.95 ..__ - - - __ PHA,SF I �-, '! � - - ___w m .;---:.�_' . - . 2549.61 2549.90 1 2550.18 IJ+28. 14+34. 6 I_]-Zl_j �_.. ............**-- ------ ­ 16 1 17+J5.25 � �..��\ - , ­ - 5 TW=48.7± - 254, ' �� )7 -.-". . - - .. ._... ' - -_ :��� .-::_,--�� ___ ��'T*-�- 25,50,4J 8 ��::*-[4 .- I - - mmm" 0 �- . .. 3-9j �-A��� , __ --�. __ <� i:-,- . 2550. 7 COMMON __ �. � � _-_ - - . I - �_ - - ­�,_1. - __��5;. . - < . - - - - . - - . . BW=47.7± . ---.-.. � - , I .1 DRIVEWAY LL a ST - . 0 �� :-_* - -- 1+54.28 * I I - _____� - 9.16- - - . I rl : SCALE IN FEET� . � 10+50 - .. . _� 254 -�.� '.. 2549.59 � 71 . _.. z . - ...- �'.-��, - �\I - - . - - �__- *" � \ I I I I i, --Y.4 I I -.1 . ! I I � - ID 10 10 ' C E 16+00 16+80 17+60 18+40 19+20 20+00 20+80 21+60 22+40 23+20 24+00 24+80 25+60 U. '� CL a a� 2564- - o 2564 o E �m y Is � o� enQo!� o d O 0 25 O Piiaw � (/l Tay So O Q/ A\ w f Z 1D 2560 _ _ 2560 � _ M tQ N to cd')= N c� � cl: '�{/V� � C �o� 3QN 2 co Lo Z to c0 M `-- N to N Z C c v E:_3 . o O 'd' ® Lc) ~N tC to � r L0 Il u II E E E C a3 of ClM ® cn + r Q N II Q U 2 A 4v a 2556 N z aq �o �, + �- �' � -' 0. � _ o ® . C) + , w_ + 0 r � �, N N N tt 2556 �� U ®s�o+QLa=P + r Q + co Z � n vii5 � Cn N 11 `a I < w �p a.�.= ,� OCL + u7 r vz 3 r It lQ- y., t!1 FINISHED O• `U N 3 r- N Q I Q v it m i� w FINIS cn er i V J GRADE AT o o -= o J Q z¢ N '-'' GRADE T FSi7NG w Z a ®g 2552 W 0.54 -1.479;f —�,4�. 0 0to - �,� o 2552 = y : E o 0.49� 0.49% _ — � � � -r. -0 ISTING .43� 0.40� 0.40� 0.49� — —— —— ———— — ———— _ �APPR®X. EXIST. tL! q 2� a > E� 439� 0.415� 0.41%f +— ® ---- ----- � GROUND AT w o� ao 2548 ----- — --- - APPROX. EXIST. + o N Y cf) �A , + o GROUND AT �' N N N 254$ n- Z o c0 r-) �t cv U a V C N o + c'V +00 p V H N U N 2 O `yL`j''•„O, A� d $'�- of•-•.`.•.0.. _ =U 2544 3 g V �y, °':, 4D 0 4� C A C 44 = ag " i EXISTING N. MONTGOMERY WAY N. MONTGOMERY WAY W. BELLEVUE STREET uL, w Q _ _ V L A V tEl�2540 �-+ � 9 o 2540 ' � �; � y O V O L = O ® E 6 r9 CD 00 LH T 00 Lo F� M O r r !� 2 v» o 0 pQ V L- V O r CC) O B•'7 N N �., d- LO Ln r N N 600 00 000 LD O O N `- G7's ® N LL7 f'7 00 I'°') en c w O �"c of 00 C0 00 CA 00 Oa cn O O Cr 6s O O� C)) O O O O O O . r = o N m. <!- C7a CA O C O C; r r r o w u o e4 �4 � d d d ci In en to LA U.) L[) GLc) 'z Lh LL 9 LNC3 LN a 5 c" ul) LC) Lr) Lc•) Ln to Lc) Lo Lo • LC") Lo L'Ln Lo Ln `�� t 7 Lo tf1 lC C� �'Lc) ? tt') cL') l� CS f2 fZ V .n Q N N N N N N N N N N CIA N N N N N CIA N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N <mrs'u\�'v g? E o d z 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 SAL 16+00 16+80 17+60 18+40 19+20 20+00 20+80 21+60 22+40 23+20 2564 2564 x � e M STA 21+34 �' Q 6 R11 EL= 2552.70 ��'� 12+00 11+20 10+40 9+60 L= 68' VC 2560 2560 2560 Z K= 22.87 z Y w � ©06 00 ��, F � Z 2560 oz � = oo � r M cn + C4 ca � � in y rn �� � � z o m + �x+ r = � 0O � v'W M OHO. U 00 N 6Ni t�s9� BAD 't Cam.)®��j m � � v cp cf! $ Lo '' N Z 4! + trfj = co to u "N C cat N I CN of Lo I cV-j Clt t Z w ® z r L0 � Q O 0) + LA Lo r Lf') Ln '�' r I O Y o 3 ® N r tl tl Q U +' N v) N N Ln + e�[y �` tC7 $ ILA 00 + LCT i U V z o J w � N r N r N *� "_ N O a r Ln F` n zQ zo 2556 z " o r " 2556 2556 '- tt °� Q ```Z Q ' tt I@ N 91 C`„ x � Ln "' N a`� 2556 a J o < W Z c ® M LV O a; cn = c� F- rat Fes- !�- � t-!-t J<- N �,¢ o N o r ci r eta �' m $ Ls E =311: N FlN{SHED cn to is t c3 w II + �� + � a Lo � GRADEAT � � >vs4 v) �I UN� � w � sw. a r 4" N z N II Q It ¢ Exls�Nc x �, g C Z �Q tFU J W (% �o I � °_ oza � �ii ,,, 0.55 0.407f -0.71; 0.47� n. Fl ISHED i -- �-- 0.40% W Y m 2552 2552 2552 ———�.40 — — o.4ox — _ 2552 z � Woz w G E AT GRADE TO MA CH ---- ———— - ---- -- - -- - - - - i ,J3�f EXISTING GRO ND 0.45%' -0.48% -0.60% -240°� -' — —— ——— — —— APPROX. EXIST. t{ r ca 2548 2548 2548 GROUND AT t►` `{ �`�=� 2548 APPROX. EXIST/ P e \` GROUND Ar 2k4 f cc 00Co W. MILLIRON T R E ET �� W 2544 2544 2544 G`P� 2544 ' ® � 00 � � � � ® a � co 00 co , �; , ®Q Ln CN 04 CNN EXISTING N. OCONNER AVENUE N. OCONNER AVENUE zMv 2540 2540 N 11+60 11+20 10+80 10+40 10+00 6 Lo B�- 9! 1C) Lt) {� !� cc LCT N3 —LQ 0 CL a t 0O CO O Ln N �_ d- �' co �' d rn .- co cn a, Ln 6 D N r) �• � 8 -4- 6 N - ` N r N CV N C4 CV O C4 O CV O CV O r � C4 CD CV � CV Cam! m '4 O Lf) e!) Lo LC') Ln Lo Lo Ln Ln to Ln Lo el) d- Ln Ln In LC) tC') tf) Ln Ln Ln LA Lo to LC) LA U) wl Ln Lo Lo Lo to Ln L.6•) � Ln Ln Lo Lt) Ln N CV N N cN N N L N L Nto N N Nul N N N N N N N N N N N N N N N N N N N N N N 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 • 8+80 9+60 10+40 11+20 12+00 12+80 1 3+60 14+40 15+204 � 2560 2560 6 Lu Cl 0) � 40 20 0 40 80 120 Z IL J cm ri '* 0 0 a u 0 � + � N SC IN FEET 2556 � o r m ` . " 255fi HORIZONTAL SCALE (� Ln a .3- Lo � � ¢ N [— c`�.t N + N o f O 4 2 0 4 8 12 z L t cFn It `J rQ uJ- FINISHEDMMMMM ® [� a GRADE AT .15� SCALE IN FEET � � � � w C 2552 2552 VERTICAL SCALE ® va o.45% -0.421 0.49% � -- -- --- ------- ---- ----- ---- - _ —— �APPR X EXIST. c 2548 GRDU D AT �' 2548 Q o p � N rn + O n OLJ- + � N J w SCALE 1»=40' 1"=4' U H N o_ HORiZ EfERT W. WHITE ASH COURT z > Dwc.DATE 03/03/20 ris RT 2544 2544 � w ® 0- Lo PROJ. NO. 191029 0o cQ ® s�s � - Q r� N ,°� � � u, co � 1p � ¢ � Ln L L Lo � � Lr) o � o � oLn oL; o „ Lo SHEET 4 OF 11 Ln � � � � � � � � � � � � � Lo N N N N N N N N N N N N N N N N N N N N N N N N N N 0 0 ST-2 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 Z /SHEETS/191029-ST.DWG ® ® C ' > 5 C GD ® O O, U ® �i A.® U s \ O- G Q= V 6 ® E `21 T 1►f � O� fD9 dy'' O S0y Q V \/ ale, O.V ® O en Q O.9 U O C >- `•f3 Q'O O Q O° �(D` Gr7 28 , STORMD DATA FOR SB ,4 � � N ��® O La �j w.- ® �` .Q v �s � � sTx c 15.67RT ® �' o 'a c e STA 19+31.63, EL ® �® �� BLOCK 5 0- �, STORE DATA FOR SB �? DROP INLET, ACHD SD-604A, TYPE Iv, 1 SUMP ® ® ¢�, GRATE = 2551.45 FG=50.1�1 FG= FG= ig 'tau± 10 49.65 9 8 7 6 5 4 3 2 " .91 FG= I - 12 INV OUT = 2548.70(W) U o a W FG=49.7t 49.8 «3 STA. 0+00.00, 0.84 RT I -__ ¢ _V o W 0(2) = 0.17 cfs V(2) = 281 cfs �/ Z g DROP INLET ACHD SD-604A, TYPE IV, 1' SUMP f° - - - - - - D - - - _� m. 27 Q(2s) = 0.45 cfs V(25) = 745 cfs o- ®� ®� FG=50.Of - = cfs = cfs _ a y C GRATE = 2548.86 3fi Q(100) 0.65 f V(100) 1037 f c _ n : co 0 12" INV OUT = 2546.60(SW) 91 12C _ gay 8"W „ a4 30.2 LF OF 12 AWWA C-900 @ 0.66% TO DI 8$� o Q ya9 81N :2 > C'R 0(2) = 0.62 cfs V(2) = 983 cfs 2 p-"------ER. 3j c " z D- - s > s O g C t�_ 19.8 LF 12 PVC Q(25) = 1.64 cfs V(25) = 2608 cfs ---EP ER-- &S p W. WHITE ASH COURT pl �g STA: 19+31.63 15.67 LT - Q(i00) = 2.29 cfs V(100) = 3629 cfs 259�o ER W. WHITE ASH COURT $S 8nS STA= 19+31.63 DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP co)c °'-§g � o Q 4.5 LF OF 12" AWWA C-900 PVC @ 3.33% TO SGT 1 (IN) `Y • :. GRATE= 2551.45 V v DI #9 e : :.. : m. 4 i GRATE = 2551.45- . - a: . a i TBC= 2551.72 " o _ SGT#1 STA= a+00.00 �` SDMH #7 26 12 INV IN = 2548.50(E) (� CLSTA. 0+02.2t, 7.2' RT �" GRATE= 2548.86 STA=19+31.63 180° DI7 12" INV OUT = 2548.40(W) . TBC= 2549.13 7 = 1 °$ I STA= 1,9+31.63 V a y 1000-GAL. SAND & GREASE TRAP (TRAFFIC RATED), 14 RIM 2552.1 t 90 Q(2) = 0.05 cfs V 2 70 cfs a o ® GRATE= 2551.45 ( ) _ RIM (CL STRUCT.) = 2549.3± MATCH SIDEWALK 4.5 LF 12" AWWA SGT #1 14.8 LF 18" PVC @ 0.00% - TBC= 2551.72 Q(25) = 0.14 cfs V(25) = 186 cfs � I I C-900 PVC @ 3.33% STA=0+02.17 " ) ( ) s V = 12" INV IN = 2546.45 NE 8. _ File! ED GRADE= ��i � Q(100 = 0.19 cfs V 100 = 259 cfs = ( ) RIM= 2549.3t 30.2 LF 12 AWWA " v C TOP OF BAFFLE = 2546.35 I " 255fi (MINIMUM) 19.8 LF OF 12 PVC @ 0.76% TO SDMH 7 " k � 1v8.a LF 18 PVC @ 0.00% �I c-9aa PVC ® a.ss% > E�� -� 18 INV OUT = 2545.60 (SW) 85 MW #5-1 ` " ' s �.`s 0 ® (TOP HALF PERFORATED) ` ` N= 713782.7 55.0 LF 18 PVC @ 0.00% CI 10'W x 19'L GRASS SDMH #�7 Q Q C " 5 v 3 _ ® __ � � / E= 2437661.2 16 17 18 19 (TOP HALF PERFORATED) SEE SHEET ST-1 ®_ - �" 8- PAVERS, C t 25 CLSTA 19+31.63, 38.00' LT - 13.8 LF 18 PVC @ 0.00% TO SB #5 / " n, I " v "; g / 13.8 LF 18 PVC @ 0.00% � N I, I MW #4-2 48 0 STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO Q o 11 18°' INV AT SB5 = 2545.60 ,/ BLOCK 5 20 s' ' 21 �, I� I a N= 713746.2 ISPWC SD-611 (MODIFIED WITH FLAT LID), 2' SUMP m o 2 C 45 / /,� 15C _ v, RIM = 2552.1 t (MATCH SIDEWALK) s ` E= 2438056.3 \ -w o r ® � FG=50.7 FG=52.4 - V s SB #5 (SEEPAGE BED) / FG=51.2 FG=51.5 FG=51.7 FG=52.1 1 I 00 4"PIR 12" INV IN = 2548.25 (E) N N o'_ 1141, 169 W, 3.3f D /// FG=52.9 10 CN #4-1 18" INV OUT = 2547.50 (S) 9 2 9 S" O..... 4J TOP OF BED (ROCK)= 2548.5 / 47PIR 713745.8 BOTTOM OF BED ROCK 2545.2 / FG=50.s = 4 PIR "PIR E= 2438110.3 " 14.8 LF 18" PVC @ 0.00% TO SB 4 C � FG 50.6 4"PIR _ ` 108 LF 18" PVC (TOP-HALF PERFORATED) @ S=0.0% 15�944 ! ��• FG=50.9 FG=51.2 FG=51.5 FG=51.8 FG=52.1 tG=52.4 24 18" INV AT SB4 = 2547.5 FG=50.4 _ EXTEND 3' WIDE SAND LAYER INTO FREE DRAINING I �'p�R a SB #4 (SEEPAGE BED) ccc„��1®�1?� 29 28 27 26 25 24 23 .t _ 62'L, 10'W, 3.5'D MATERIAL UNDER PIPE (APPROX. 3' DEEP) I I FINISHED GRADE= 30 �': I I .�: TOP OF BED (ROCK)= 2550.5 MW #5-2 2550.0 (MINIMUM) PERCOLATION RATE = 8"/HR 2 4RQ, = 437518.7 ( I BOTTOM OF BED (ROCK)= 2547.0 E= 24375i8.7 jI _y 7_ to O - 31 I° +f ( I I .1 56.0 LF 18" PVC (TOP-HALF PERFORATED) @ S=0.0% GROUNDWATER= 2542.2 I-:. f-l I•: I I !` I EXTEND 3' WIDE SAND LAYER INTO FREE DRAINING (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) "' MATERIAL UNDER PIPE (APPROX. 4' DEEP) PERCOLATION RATE = 8"/HR W g aZ z� ��Z oow3 � GROUNDWATER= 2544.0± 0 " z QW STORM DRAT' DATA FOR (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) Z FELMO z z a s� 0 STA: 11+10.00, 15.67' RT U N w DROP INLE, ACHD SD-604A, TYPE IV, 1° SUMP �' C, o W ZW ? Z �� � z o�=o " GRATE = 2548.58 U. W 12" INV OUT = 2546.30(S) pz®mom Q(2) = 0.30 cfs V(2) = 538 cfs o ZCL O' 0(25) = 0.80 cfs V(25) = 1428 cfs Q(100) = 1.25 cfs V(100) = 1987 cfs 30.2 LF OF 12" AWWA C-900 @ 0.66% TO DI #11 w 00 STA: i 1+10.00, 15.67' LT L �P� • ____ DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP co co GRATE = 2548.5800 Fu 12" INV IN = 2546.10(N) Li x 14C 12" INV OUT = 2546.00(S) €� I °O 0(2) = 0.03 cfs V(2) = 47 cfs ® 2 co BLOCK 5 Q(25) = 0.09 cfs V(25) = 124 cfs 0 -a I Q(100) = 0.13 cis V(100) = 173 cfs 1A®I�T'i�®�fT7�TWELLS Q Q A 33 5.3 LF OF 12 AWWA C-900 PVC @ 1.89% TO SDMH #8 MONITORING 1 �9,1��t I CONTROL POINTS NORTHING EASTIING �o CO 0 w STA= 11 1 00 ��,a®�° i 15 Cl S MH SE CORNER SEC. 4 712,547.4 2,438,782.7 z i GRATE= 2548.58 34C CLSTA 11+10.00, 23.50 LT o TBC= 2548.85 " 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO E CORNER SEC. 4 715,198.4 2,438,811.8 30.2 LF 12" AWWA 22.5 LF a 2 PVC @ 0.44%a I ISPWC SD-611 (MODIFIED WITH FLAT LID), 2' SUMP T C-900 PVC @ 0.66% a RIM = 2549.0f (MATCH SIDEWALK) DI #11 8"`q° � � � 12" INV IN = 2545.90 (N) MONITORING WELLS 11+10.00 W. MILLIRON ST. " MW= MONITORING WELL PER ACHD SUPPLEMENTAL GRATE= 2548.58 SGT #2 z 12 !NV OUT = 2546.20 (S) STANDARD DRAINING SD-627. TBC= 2548.85 I STA=10+81.08 16 12" INV OUT = 2545.80 (E) $ p 5.3 LF 12 RIM= 2549.1 � AWWA -� -� 12.3 LF 12" PVC @ 0.00% TO SB #6 (OVERFLOW) C-900 PVC @ 1.89% Q a • SDMH #8 99 -90°90° 11.9 LF 18" PVC 0 0.'00% STA=11+10.00 - 12" INV AT SB#6 = 254fi.20 RIM= 2549.af I' a NOTES: 12.3 LF 12" PVC @ 0.00% P- Q 14.0 LF 18" PVC @ 0.00% 22.5 LF 12" PVC @ 0.44% TO SGT #2 (IN)(TOP HALF PERFORATED) 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. 14.0 LF 12" PVC @ 0.00% ® 12C SGT #2 2. CO CTOR S CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYS 7 (PERFORATED ALL AROUND) &1 , - MW �6-1 5� 62' N= 713412.8 CLSTA. 10+t31.1 t, 23.4° LT 0_ MW 6-2 E= 2437574.0 1000-GAL SAND & GREASE TRAP TRAFFIC RATED), 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION E= 2437480.2 I 17 RIM (CL STRUCT.) = 2549.1 f MATCH SIDEWALK SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF FINISHED GRADE= 45A6 06 12" INV IN = 2545.70 (W) THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. 2549.3 (MINIMUM) s- TOP OF BAFFLE OUT = 2545.60 11 ... 18" INV OUT = 2544.85 (S) 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE rr BLOCK 1 --4"PIR- PVC ASTM D 3034 (SDR35) OR ADS N-12HP. 11.9 LF 18" PVC @ 0.00% TO SB #6 ® Z � - -4 R-`-`-- - :e� " 5. SEEPAGE BEDS S HAVE A MINIMUM OF 1.5' OF COVER. 0 18 INV AT SB#6 = 2544.85 f cc _ 6. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. M SB #6 (SEEPAGE BED) 7. USE FL4iABi� FILL TO ACHIEVE CO I'A TION WHERE NEEDED. U3 20'L, 62'W, 3.3'D M C ER EED TOP OF BED (ROCK)= 2547.8 CD BOTTOM OF BED (ROCK)= 2544.5 14 LF 18" PVC (TOP-HALF PERFORATED) @ S=0.0% 14 LF 12" PVC (PERFORATED ALL AROUND) @ S=0.0% j SCALE 1 EXTEND 3' WIDE SAND LAYER INTO FREE DRAINING 4fl 2Q fl 4fl $fl f2fl a DWG.DATE 03/03/20 ris MATERIAL UNDER BOTH PIPES (APPROX. 2.5' DEEP) PROD. N0. 191029 PERCOLATION RATE = 8"/HR SCALE IN FEET 0 C CL SHEET 5 OF 11 GROUNDWATER= 2541.5f Lij (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) o 0 ISD- 1 - LL Z /SHEETS/191029-SD.DWG SEE SHEET S-2 c _ E. �• a - / C9 N `j ° V N I! tl rss ca a `� Ma ' oas E 2 s� Cn to v � SC= 11+81 SL= 44' �- ® =t" N3 SI= 2547.0 25 V .� N >v > 16 17 18 I ¢ NOTES (Dc Q= ao ®�® 19 20 21 2 I .. UU �� e ` ; s o ®®� cr 15C z W I J i. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE is .W � W ®�",C } BLOCK 5 WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING Q (D `o o, N2 UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR C3 N "a o+aci" � 4"PIR ,, z ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ` - N3 SC= 11+27 Q Cl) N _ 4"PIR 4"PIR AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. ® �,_ ® � 4°PIR- SL= 44 24 w� C �U =® _ � z W8 S{= 2547.4 A: : 2. RETAIN AND PROTECT EXISTING FIRE RANTS, SEWER AND WATER SERVICES AND C U. Q E_ 30 BLOCK 5 SSCO BG 3 N [MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW E 1 _ - < - N1 EXIST, (/AL[/E °' '- °' I 4'P�R 29 STA=11+08.00 0 ( FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 0_ a. o �Q _r o 28 27 26 25 24 _ N4 3. CO CTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN PRIOR TO A°� 8 `s° i I rn� a mm a o. ow m ��",- �,' TB 23 PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING y + SERVICES AS NEEDED. o-= 31 J, N ' �°�� N ea to eo I< 00 I I 1 ACCESS I " a , tt tl tt =� H M .r �, 00 �? M d: ,� N ® ,�, �.. I o+ I { 4. ALL SEWER SERVICES SHALL BE 4 UNLESS OTHERWISE NOTED. .. ®s a \ G VUbCnVl�v •-s¢tfs MMeg +_ ,� +� Go �,. tp ♦� to TB +w I �! I 0O�( ' I A. o 'as a� SC= 14+73 G ,� N �. Ne�s10, N,.,e� ')! .d- I EXIST. SC=14f68f 22C 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY LINE (EXCEPT V6 II tt �t N '-d-N .d-to r et ee' M a[) G Mj I ® ® �+ SL= 48' TB N5 N 3' v - tt c' TB �, I °i ( SL= 44 23 WHERE SHOWN), IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR � s E a n II It II u e tt tt It tt n �, I Sl= 2547.4E LA LL - SI= 2545.2 o T7 U J_ U J_ v J tt tl tl I` : �" I I PUBLIC WORKS CONSTRUCTION. Et 8 fJ1 N N va�W vs cn cn cn css vs --'- H v J_ Q 1 I 4'AWWA C-9fl0 SV2 1 v ua cn cn cn cn ( i (v ( ) Q I. 1k I J I I 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. WATER MAIN SHALL BE LOWERED AS s g ' I (2% SLOPE TB tp' Vs I I I a NEEDED TO AVOID SANITARY SEWER, STORM DRAIN AND GRAVITY IRRIGATION MAINS, AND > ®� 1L®2 E18 M1 i LF N7 S N1 f� W I I ( x 12GIR�- -- - x SERVICES, SEE PROFILES. 6 S-INV=44.4 ,. I C� .I o a L -- 7 29 W6 i �. . o f EG EG WELLS ( OWN) IN MOVE e N o o Q W-INV=43.1 a° o - a: - -� - - - - -- - - -- - - TER RESOURCE (IDWR) REQUIREMENTS WITH VERIFICATION z v a IXfSTING WELL: ABANDON EXISTING - ^ - - - -I IDAHO DEPARTMENT OF WA a. 8 LF` Wg N3 ° 8'W �`+ I _ - .. . .---_-----� . �. `c " E� DISCONNECT BY CITY. REMOVE AND DISPOSE OF ALL UNDERGROUND PIPING. COMPACT ALL Q L) V F t4+ I N2 o N3 334 IF 8 -`- - - - -8"N1- - t5+oo - - 8 S - DISTURBED SOIL TO 95� STANDARD PROCTOR. 32 E13 N3 177° t 3+oa N3 N3 W8 o N3 33 LF I - EG t. D a I N6tt+oo. - 10+2o I " �= y SC= 15+04 Q ii - 8� 8'S 8'S- -I- - - _ _ - - - - _ i ----12 GIRD--_ _ - 8• EXISTING SEWER DRAIN SYSTEM: SEPTIC TANKS AND SEWER DRAIN FIELD MUST BE D -2 SL= 31 (S; moo. N3 - N3 _ - - - - - - - - - - W i1 ABANDONED (EVEN F NO HOW ) ACCORDANCE ICI HEALTH = A Sl=2545.1 24 LF 2 ° W ! SSMH BG 2 REQUIREMENTS. THE LOCATION OF EXISTING DRAIN SYSTEM IS(UNKNOWN. ® $ g U . `L SIB / �� I SSM/f BG //3 21 C N5 ; I , BLOCK 5 ECG 122° SSMH BG 3-2 - I STA=16+91.19 5 koo _ I I - I I STA=14+16.25 r STA 14+28.00 S SSMH BG #3-3 S SSCOBG #3- E Q� � Qc� � B f � STA-10+0000 Y' i 4 SSMH BG 3-1 { l STA=10+0000 I a s o I._ -� SIR=15+04.00 18 TB STA=10*58.O0j( I STA=10+00.00 ► I �"♦ o ram- a; � o I STA=13+28.00 ca �_ t I I I Q �� - > ' 3I~i °o, ,o ''`'�' °D ice'- N- Ks I ( EXIST. SC=10f51.t i I v vt, = SC= 15+37 w S-INV=44.9 °� + ."'o + {.M ca +M co ,.'ri co M�; f I I I j H 8 - 33 SL= 35' W-INV=41 N It � r u � r ± I, ®J N t I `.I S!= 2546.9# 20 HATER LIST OF MATERIALS JN TIN N .- 11 Ie. I SI=2545.2 Im SC= 15+52 �; ►I �; tl II it "' u n I^ I I I ' I "� (2% SLOPE) SL= 45 N "' N �' `v,' `cn v> c� v� c� ° , �-- ITEM DESCRIPTION SI= 2545.5 15 "' I a I I I °.� EXIST SV2 (4'AWWA C-900) I I 1 - - - - ` Z ADAPTER, 8', FLG. X MJ �� o � I I i I 2" BLOW-OFF ASSEMBLY PER CITY'OF MERIDIAN SUPPLEMENT L a= �' = a z 34C - N3 {2% SLOPE) 13 12 11 1 p 9 8 I I. I I I�-� @ to B2 S I I :I STANDARD DWG. W13, INCLUDING 8 MAINLINE VALVE " g BLOCK 4 f I �I { ( EX/ST SC=1ff06j e I I Z O w, 8 It-1/4, MJ QIdA� TB B2 � T26 A8 V8 VS TB I I � W gl L'�jr = Sl= 2546.7E Q� E13 ELBOW, 8", 22-1/7, MJ X FLG. �'�'g�,Cs h���•'!r II N2 8 132 LF - (5�� N3 SC i6+12 �, r - - - - - - - - - - - I I I I & Z " II �n SL- 45 4"PlR- - - - - - - - - - - ' I 18 ELBOW, 8 , 22-1/2, MJ - - - - - - - - - - -4"PIR- � _ I I I J Q W. MILLIRON ST. ®3 SI= 2545.5 16 V ' ' e . . .: .. . - 5' 10.5 (4"AWW -900) ® , BLOCK 4 W ®- - -_-- -4 PLR- - - i� Z E23 ELBOW, 8", 45`, MJ x FLG. AC l (1% SLOPE} 2 3 LOC 5 6 i I I Q -:I I !► I i 7 °.. : i �� � 14 ' -� w8 S-INV-45.1 P I° I I �u R FIRE ASSEMBLY, COMPLETE PER CITY OF MERIDIAN ��y, 0 �G I W-INV=43.8 SUPPLEMENTAL STANDARD DWG. W7 SEEPAGE BED 6 P S�+ G I-. 4 I-- 18 AFTER AGENCY HAS CLOSED ALL. NECESSARY VALVES THE CONTRACTOR S-INV=45.2 1 I I m P N1 SHALL REMOVE EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO r r W 12C SSMH BG 3-4 W-INV=43.9 I EXISTING TREES ARE SHOWN ON SHEET PER-1, (AS NEEDED FOR �: I I i `I E STA=16+74.00 ! I I EXISTING WATER MAIN TO COMPLETE THE INTERCONNECTION AS SHOWN m _ "' SC= 16+74 I I REFERENCE) SOME TREES ARE SHOWN IN APPROXIMATE LOCATION, I ' I I ) e I z SC= 16+74 110° 90° SL= 43' 17 I REMOVE TREES AS NEEDED PER LANDSCAPE PLAN/DEVELOPER. . I I - - - - - - - - - --i-I N2 SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET. o 0 o w SI= 43' 1 I I (ADJUST WATER MAIN AS NEEDED, TO MAINTAIN MINIMUM SEPARATION). z z o r ro SL= 35 N3 SV " F) I " SI=2545.3 4 AWWA C-900) I ° EXIST. /� _ l:A i I ( SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET (ADJUST z N z z �1% SLOPE) I I I I I /a / ` 1.. WATER MAIN AS NEEDED TO MAINTAIN MIN. SEPARATION). SEE WATER z o > z �` 11 (4 AWWA C-900 ` HYORANT I. - i I I SEWER SERVICE KEYNOTE CROSSING DETAIL, SHEET S-1. 3 (1% SLOPE) s. EXIST 114ZI/E I � I - � I �/. � �`-- _° I I TB E18 E8 . LF N4 __ 17 I SV1 Not Used N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. J Q W = BLOCK i N1 - - - ' . - - t "- --� / SSMH BG ° ` o0 QQ � N4 _ 4"QIR- - - a -- -_ =1_- - - -_ - / _ I I " RETAIN & PROTECT EXISTING SINGLE OR DOUBLE (As Shown on Plans) - - - - - -� - - J- °. : ---�-- - - -I- 8"w- - - - - "w- - - / STA=12f 17.00 I Z3 Sewer Service: 4 Water Class Pipe O �, 1 C E - _. - - / �\ I I sv AWWA C-900 pipe. Sewer Service METERED SERVICE CONNECTION. PER CITY OF MERIDIAN SUPPLEMENTAL. � �� w a � - -4"PIR- - - - - - - ®- ° _ , EXIST - a< ` g'Vt W. MILL/RON ®R. �� �/ \ I [gip �, r - i I " i CTOR SHALL o = ® m I .� HYDR4NT� _ _ ` _ -- �- -- °' shalt maintain a minimum of 6 RAISE M LID TO MATCH S DEWALK ELEEV C NTRA -►8$ ENSURE THAT EACH LOT HAS A WATER SERVICE. o f �f � - - r-►8 S- �/i� \ � I I above or below the water main. Both _ t! sticks of sewer pipe and water pipe P p P f3 ABANDON EXISTING WELL IN ACCORDANCE WITH IDAHO DEPARTMENT OF I C _ s shall be centered over the crossing 10 0 0 pR. -_- - - - -_ _ WATER RESOURCE IDWR REQUIREMENTS WITH VERIFICATION OF eN r --�- - a - a l , I oint to maintain the aims as far N5 ( ) MfLLfR® _ ---+ -� - a f \ f� 1 DISCONNECT BY CITY. REMOVE AND DISPOSE OF ALL UNDERGROUND ® .- -- _-l-- from each other as possible. Or the 6 p PIPING. COMPACT ALL DISTURBED SOIL TO TO 957. STANDARD PROCTOR. a� 11 I �� , I sewer pipe can be SDR35 and 1 I f 16 ; sleeved with a larger 20 LF C-900 ABANDON EXLSIING SEPTIC TANK AND SEWER DRAlN FIELD IN ACCORDANCE SSMH BG ,15 I 1 - - I water class sleeve centered on the N6 WITH CENTRAL DISTRICT HEALTH REQUIREMENTS. COMPACT ALL DISTURBED clt SSMH BG 7_ -< 1 I STA=14+9092 STA=f2+67.57 I I E I sewer and water crossing and seated s01L TO 95� STANDARD PROCTOR. `t a STA-17+22.98 s� ` / _ - I STA=10+00.00 I I { I i I I on the ends. gPO (� STA=10+00 00 �` ' / /, s 1 _ n °� L _ i I N7 DEFLECT PIPE PER ONE-HALF MANUFACTURED I h I 1 I . . -- - - - -- - I SPECIFICATIONS AND RECOMMENDATIONS LLJ R13 REDUCER, 8' X C. ALL FLG. �Q � 17+60 17+20 16+80 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 00 2564 2564 � TEE, B' x8" xs", MJXMJxFLG. � o�� T26 00 TEE, 8" X 8" X 8", ALL FLG. a 40 20 0 40 80 120 P.C.C. THRUST BLOCK PER ISPWC STANDARD DWG. x SD-403 (AS REQUIRED, EVEN IF NOT SHOWN) Z UJ SCALE IN FEET V6 VALVE, 6" GATE, FLG. X MJ 2560 0 2560 HORIZONTAL_ SCALE � VALVE, 8" GATE, FLG. X MJ o h 4 2 0 4 8 12 W6 WATER MAIN, s" PVC, C-900 ri ® °`' oo O WATER MAIN, 8" PVC, C-900 L U ers `n '�.O r7 C3 t� Rl t� O� o 2556 S IN rCGf " " " J 2556 G t SINGLE WATER SERVICE CONNECTION WITH 3/4 MEIT7d AND 3�`4 cv UT I y VERTICAL SCALE WSt vi ° ' I v"' � 'c N 0p + �" EXIST. FG ®`� METER SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG. wt N >_ � d-o I en �'.® M ®N 06 + _C II `+' APPRO): EST. GROAN® FINISHED GRADE W i> o " " Q I an o", , cv.d. ' ® c� > +N AT SEWER �, tt II • N�:�t o + c tt + pp v(� EE AT ER AT SEWER o II o 1 DOUBLE WRIER SERVICE CONNECTION WITH 3/4 METER AND 3/4 li cz It +Q °� II _ o .� W W METERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG. Wt v m v�i`n 9! v II tr a F{ (SHED GRADE , z �'' It ® can cf a 2552 �, �, � 0 _- 2552 ® Z O g a a AT SEWER cn ° - _� �- - ill EXIST. 8" i I F-- � z 2548 _ _ _ _ _ _ -� �__-- __warER (� 4°� 8" WATER _ - _ - - _ - - - - - - - _ - - - - - ---- --------- --- 2548 D rr II I I ' 166. " _ _ - 8., WATER- � r - - - -� _ _ - - _. _ - --. -- - - - - - - - - - - - I I 45' ELBOW M.J. "� SANITARY 45' ELBOW PVC PIPE ~ ® � E� 0 8 , 72.0 LF 8" PVC II I I SEWER MAIN M.J. � � > _ LF= C � 0.61%- - - - � II O z Go! I 2544 PVC PIPE 45` ELBOW z 45' ELBOW N 0 J - - - t (?.41% 96.0 LF 8" PVC 0 0.41% I I WS M.J. M.J. W8 Et z _J 2544 - - - - - - - � � M v - 268.0 LF 8" PVC 0.46% II 56.0 LF 8A PAC I I ors LLl !1 - �/ II 0.409,' I I 10' 10' O � Ln �2y I `� ,; (1 MIN. M{N. M �' 2A � ® v d. v`•• L11 LJ LENGTH AS REQUIRED ® 0 LLI 2540 CO Z �' CONTRACTOR SHALL VERIFY 2540 TO OBTAIN DEPTH THRUSTLL II LOWER WA AS NEEDED v v v �' n N HORIZONT 8t: VERTICAL �- 1 BLOCKING TO AVOID ONFLfCTS WITH 'd' `� N ln U) LOCATION OF STING SEWER N N REQUIRED (TYP.) WS TYP. f e®f ® M °n N N cv et t cn cp �p ( )@ W SCALE rr r " a It PRIOR TO I ALLATION. II SEVER MAIN � ; ►� II I- A o =tN = > UJ et tl fi vt N u, z ® z CONTRACTOR SHALL NOTIFY LO � �, z > Eior�lz ' U= N tl `� > > > O ENGINEER OF ANY VARIANCE `� �`�, DWG.DATE 03/03/20 rls 2536 tt n z > OF DO STING DATA. !' " 2536 SEE PLAN VIEW, THIS SHEET W > z Q - o WATER LOWERING DETAIL Ix PROJ. No. 191029 vs v z ® ac o® oo c > O s 1 z V. MONTqOMERY WAY Poo z ? _ MERIDIAN N.T.S. M SPECIFICATIONS SHEET 6 OF I A W. BELLENUE STREET o z SEE CITY OF ER DIAN SUPPLEMENTAL SPECIFICATIO Q 2532 � � 2532 Q S. 1 17+60 17+20 16+80 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 LL z /SHEETS/191029-ST.DWG I I I - - - - - - - - - - -- - - - - - - - - - - - - - - - - - I - - - - - - - - - -L - - - - - - - - - - I I E I - - - - - 0 e'a - 0 EXIST. LL = i 8, 0 E -0 H)IDI?ANT W T011RN4MtNT DRIVE W. -50; e - 0 = TOURNAMENT DR&E CIL r 'f 0't IV -0 0 E 0 C'Q -Z 0 C: - - - - - - - - - - -7- - - - - - - - - - -7- - - - - - - - - - --T- - - - - - - - - - --- - - - - - - - - - --1 - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - -- - - - -.e 0 CD -0 A, T_ 11 ?IZ21 � . 0 E.0 0 E 0 < TURNBERRY SUBDIVISION NO. 2 0- CL 0 Q MOT 8 -aw 1�1 I I j � � � I I i� II � I �I II I I CL E I I I I I I I i i I I I o i I l i+ ► I NOTE WATER LIST OF MATERIALS Z, Z5 C) 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ITEM DESCRIPTION W z 3��-a 2. - 00 iz;l f.ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ADAPTER, 8", FLG. X MJ U @ _ = &k- - � 'E--0 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION I_D - - - - - - OF ALL EXISTING UTILITIES BEFORE COMMENCING 20 BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENT ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i :B2) .15 - - - - --15P/6' - - - - - - - - - - - STANDARD DWG. W13, INCLUDING 8" MAINLINE VALVE SOP EDR EOR EDR EDR EDR EDR-n -EDR 0�__ - - - - '77!'n _J_ WORK. THE CONTRACTOR ASSUMES ALLW 0 EDR ....... -Al ----- ----- ---- L E2 p Uj EDR EDP DR -:�..-. - .... ....R_ Z-15"tic- - - - DR- LC RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED ELBOW, 8' 11-1/4% W EDR Toe T T09 Tou R 0 EDR EDR DR U)p EDR EDR EUR -00 MR TOR TOR TOR 0 n TOB-T03-Too-T08 _'R EDR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE E! . . . . . . _n T08-TOR T09 U) -.-g . . . . . . - I - ' - - * - - - - - - - - ' =, LU- ANY AND ALL UNDERGROUND UTILITIES. DIG LINE ELBOW, 8 , 22-1/2', W X FLG. J2 NUID SAFFORD LATERAL 7FRAL to h0a NUID SA FFORD L A (L Z 15 . . . . . . . TELEPHONE NUMBER IS 1-800-342-1585. a E 0 cL TOR-TOR T3604 0 0 _TCS-TOS-TOB-TOB-Tca-TOB-&,2 TOO- V) TD8-T08-T0B-To8_T08 7 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, ELBOW, 8-0 22-1/2', W - 5 Q TOB-Tos- Ln < 0 E --H �2 SEWER AND WATER SERVICES AND MANHOLES. RESET T". TDB C 2,CGIR::4 Sf 7M_RS CANAL N_ - W W C3 --J::E:-_ .4r")r i -24GR-4- WGIR-0 -24*GIR-4 -lC- z @ ELBOW, 8*, 45, W X FIG. 241 G[R. F:�= 24PVC MANHOLES NEW ETEITRS CA N 22CFIRE HYDRANT ASSEMBLY, COMPLETE PER CITY OF MERIDIAN0r.EPE AL SIDEWALK OR FINISHED STREET ELEVATIONS, C' EDR MR-P")--EDR_ -MR. SUPPLEMENTAL STANDARD DWG. W7 - -�EOR CFR- -E EDR VALVE t-K 4"PIR tDR EDR : s. FOREDP EBR D tM . ­ . EVEN IF NOT SHOWN. A:5 9 A:9 - ---------- 4"PIR EP 3.DR CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES THE CONTRACTORCJ 8 4"PIR 4'P1 - - ' - _-_ M EDR E ARE EXISTING AS SHOWN, PRIOR TO PAVING OR Ni SHALL REMOVE EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO .9-61 TION BEGINS. CONTRACTOR & z 0 a. EMOTING �THEE< CONCRETE CONSTRUCTION EXISTING WATER MAIN TO COMPLETE THE INTERCONNECTION AS SHOWN '. E SHALL INSTALL ANY MISSING SERVICES AS NEEDED. EXISTING TREES ARE SHOWN ON SHEET PIR-1, (AS NEEDED FOR REFERENCE) SOME TREES ARE J 00 SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET. 2C SHOWN IN APPROXIMATE LOCATION, REMOVE TREES AS NEEDED PER LANDSCAPE PLAN/DEVELOPER. 4. ALL SEWER SERVICES SHALL BE 4" UNLESS 11 10 @ (ADJUST WATER MAIN AS NEEDED, TO MAINTAIN MINIMUM SEPARATION). 9 W8 OTHERWISE NOTED. 7 6 5 4 3 2 w .5 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET (ADJUST z:9 40 BLOCK 5 SC= 13+44 28 U.J WATER MAIN AS NEEDED TO MAINTAIN MIN. SEPARATION). SEE WATER I GRADE TO PROPERTY LINE (EXCEPT WHERE SHOWN), TB SSMIH BG #12 1 W @ 4 �5 I . W C-4 SL= 42' STA--13+44.00 CROSSING DEFAIL, SHEEr S-1. U')(91 U. CJ CL < IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN § SI= 2547.3 CL CC C14 N2 STANDARDS FOR PUBLIC WORKS CONSTRUCTION. U3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. C14 W TB CL UJI 8' LO !�!Lch, CO TB co n H - C> '�'M- cl) + zo to CL to Z-U') C + + U-> IT Uri + U7 + S 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. -1 0 15' SETTLERS CANAL RETAIN & PROTECT EXISTING SINGLE OR DOUBLE (As Shown on Plans) Mo 11 �t: U LI jg TB to IR M - rq U C4 �V'41 �ot -d* C*4 U0 + WATER MAIN SHALL BE LOWERED AS NEEDED TO L'-j C.41 C14 C%J 0 V6 04 ACCESS EASEMENT METERED SERVICE CONNECTION. PER CRY OF MERIDIAN SUPPLEMENTAL - - - - - - - - - .0 - H C"' AVOID SANITARY SEWER, STORM DRAIN AND GRAVITY 11 11 it It it tt be 4 wr%, -FG-50.1 FG-50.0± It j 0. n (9 RAISE METER LID TO MATCH SIDEWALK ELEV. CONTRACTOR SHALL 13 b?rn zn a it It II I . ... "-C 04 11 b IRRIGATION MAINS, AND SERVICES, SEE PROFILES. (n Cn(n A V6 in Cn W Cn(n W Cn lin CAI ENSURE THAT EACH LOT HAS A WATER SERVICE. V) :�__ L' I T V. 01 3 T 7. EXISTING WELL: ABANDON EXISTING WELLS (EVEN IF hW6 T' ABANDON EXISTING WELL IN ACCORDANCE WITH IDAHO DEPARTMENT OF W6 20- WIDE SHARED 9 T7 SC= 12+92 NOT SHOWN) IN ACCORDANCE WITH IDAHO DRIVEWAY, SEE 12 S SL= 44' 27 22C DEPARTMENT OF WATER RESOURCE (IDWR) WATER RESOURCE (IDWR) REQUIREMENTS WITH VERIFICATION OF DETAIL, SHEET DT-1 -7// _r- - - - - - - -- - SI= 2547.0 DISCONNECT BY CITY. REMOVE AND DISPOSE OF ALL UNDERGROUND U,oREQUIREMENTS WITH VERIFICATION OF DISCONNECT BY PIPING. COMPACT ALL DISTURBED SOIL TO TO 95% STANDARD PROCTOR. 2C FG-49.7± -106- N3 R CITY. REMOVE AND DISPOSE OF ALL UNDERGROUND go ABANDON EXISTING SEPTIC TANK AND SEWER DRAIN FIELD IN ACCORDANCE A ------. ..... PIPING. COMPACT ALL DISTURBED SOIL TO 95% 13C N3 W8 �@3 X 263 LF i�3) 215 LF-------- za 9 \@� - N3 nN3 STANDARD PROCTOR. WITH CENTRAL DISTRICT HEALTH REQUIREMENTS. COMPACT ALL DISTURBED p. 7-7-7 SOIL TO 95% STANDARD PROCTOR. EP-------- 45* 13+ OD is 176 W. WHITE ASH COURT f(�Wi) SSMH BG #11 8. EXISTING SEWER DRAIN SYSTEM: SEPTIC TANKS AND EP 14+00 90 1 _STA= 10+00.00 _J DEFLECT PIPE PER ONE-HALF MANUFACTURERS Blow SEWER DRAIN FIELD MUST BE ABANDONED (EVEN IF N3 SSMH'BG #11-1- 7. 90, +50.00 SPECIFICATIONS AND RECOMMENDATIONS STA=12 SSMH BG #11-2 STA=13+74.00 A NOT SHOWN) IN ACCORDANCE WITH CENTRAL DISTRICT SC= 12+36 26 REDUCER, 8" X 6", ALL FLG. HEALTH REQUIREMENTS. THE LOCATION OF EXISTING Q) S SL= 44' STA--14+73.00 54, N2 M SEWER DRAIN SYSTEM IS UNKNOWN. SI= 2546.8 TEE, 8" X 8" X 6"t W X W X FLG. CO WN 1 SD M�E 0' MIN. 'C-4 C*4_C14 Ui 114 aq C1,11-Cq TEE, 8" X 8' X 8", ALL FIG.re) -�g 10 r ffi 2 14 gn "4! r- CO r.- colwr-C_'\� S + + + + + + CD in C14 1 1 P.C.C. THRUST BLOCK PER ISPWC STANDARD DWG. Cn - 04 CNI if U-) in - 11_J 4CN __J C4 4Z7 1 U-) 9, (n C-41 _J I SEWER SERVICE KEYNOTE SD-403 AS REQUIRED, EVEN IF NOT SHOWN) W Cn -6- If It 11 UJI M Cn CA SC= 11+81 Not Used VALVE, 6- GATE, FLG. X W rn- 4- m C, SL= 44' 25 LLIzzZaw SI= 2547.0 Sewer Service: 4" Water Class Pipe VALVE, 8" GATE, FLG. X W V) 16 AWWA C-900 pipe. Sewer Service .5 17 18 19 20 21 shall maintain a minimum of 6" WATER MAIN, 6" PVC, C-900 l ����, 15C or below the water main. Both C) 4"PIR sticks of sewer pipe and water pipe (,t8) WATER MAIN, 8- PVC, C-900 BLOCK 5 shall be centered over the crossing I' SINGLE WATER SERVICE CONNECTION WITH 3/4" METER AND 3/4" 4"PIR z: point to maintain the joints as for 0 0) SC= 11+27 �rooim each other as possible. Or the @ METER SIETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG. W1 U') 4"PIR- -4"PIR 4"PIR SL= 4 sewer pipe can be SDR35 and LU "o 24 1' DOUBLE WATER SERVICE CONNECTION WITH 3/4" METER AND 3/4" It=C'sl W8 SI= 2547.4 sleeved with a larger 20 LF C-900 @ "t 30 BLOCK 5 SS00 BG water class sleeve centered on the METER SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG. W1 -EXIST VAI VE C:J STA 11*08.00 sewer and water crossing and sealed 00 & on the ends.28 27 25 24 23 �N4 LU x 29 26 0-,"'t 4,�- -ft nTB SEE SHEET S-1 200 40 20 0 40 80 120 4 2 0 4 8 12 ® M 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 144 oQ CD 2564- 2564 m SCALE IN FEET SCALE IN FEET ix W_� 19 Go HORIZONTAL SCALE VERTICAL SCALE wo 2imA 0) 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 W (N g 2560- 2560 2560- 2560 _6 R c6 Cq 00 APPROX. fXIS7 GROUND UJ O� I.: 1-i �R I< U') C) 411) U-) C5 AT SEWER C4 LO LO Ln Z: -* -Z 0 + U 00 R, 0-0 8;3;t 2556 2556 2556- 4 14J k- 1.1 + -2556 c 41, 0 0 -2 Gq + + 6 Cc + + :2 + M 0 0 Z.C'I C3 C*4 FINISHED GRADE EXIST. FG 0 0 C14 7 TP® APPROX EXIST 0900 FINISHED GRACE 6.Z W Ir 0 to® :3: LL1 AT SE MER SZ1 �z 11 11 C'4 .d. is cn AT SEWER O_- 75 P_ AT SEWER,, AT SEWER", M.a �' to MUM If if W �? r: It If Cn C4 4- (n x En Hgu) 11 En 0 C Cn cc (n M > + U) Cn W W < ____Tr_ Z 2552 2552 2552- 552 Cn 00 z E (n 1-t 7, (n Go.- V) -- --- - Zn -*ix „Q\4z i ill EXIST. 8" till 0 8" WATER B" WATER ------ I I D W U2548 8" WATER 2548 2548- till -2548 z - - - -- - - - - - - - - ------ ----------- ----- > W LLI 8" WA ER - - - - - - - - - - - - - - - - < < 95.o - - - - - - - - -- - - - - - - - - - - - - U) Cr Li PVC 0 0.62% 0 90.0 II II 0 z 06 8" PVC LF 8. PVC 0 0.417. z 370.0 C� 0 0 2544 2.,5 Cr U z ---------- ----------------------- ------ 2544 2544- 00.40 11 44 U.J 0 7'77� 140. LF 8" INC CV) L) W -------- ----------- -------- ---------- ---------- 106 Lf_t 8 PVC 0 0. 1 1 80PIC 0 9 in 1 1 0.4091 't LOWER WATER AS NEED E L t') Cl ILI- ---------- ------- 40Z OR IQ - CY) UJ TO AVOID CONFLICTS W914 00 J 1 0 0 in Go Cn 00 C14 SE#ER SERVICES LO in cn LJ ILL CONTRACTOR SHALL VERIFY W, LW 2540- 0 U-) 2540 2540- HORIZONTAL & VEMCAL co 00 2540 1 Cq Cq >. 0 C14 C-4 -.: 0 C'4 C'4 C*4 C171 C.4 C-4 LOCATION OF ISTING SEWER Ui CO 04 11 11 Cl UJ SCALE 1-=40' 1-=4' Z Nil) U-) in PRIOR TO I ON. HORIZ VERT 04 C-4 C14 04 C-4 04 -.4- z > > 9 � CONTRACTOR HALL NOTIFY C'4 C14 U J U.) in > 11 it Cn a 11 11 11 ENGINEEEER OF VARIANCE if 4 C14 C-4 C-4 C4 0 0 DWG.DATE 03/03/20 Hs z 00 t:p z 11 ill 11 11 W %0 ,7 0 0 OF EXIST14G DATA. - =) = 7�01 PROJ. NO. 191029 2536- > 2536 2536 29-- 3:1 0 2536 > a- Cn = Q SHEET 7 OF 11 1. %0 -00 00 00 "R E�11R-EDR - M. �qT Vvff Zzu' A)(1 [7 100 00 00 00 co 00 WHIT - ASH COURT �0 N. OCONNER AVENUE 00 S-2 2532 1 1 2532 2532 2532 0 0 I I I I I I LL 0 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 /SHEETS/191029-ST.DW(; I I I P I I I I I I:�,:--�--------••-•-•..-�;I I i I I I � c t c �.� I I I I I d d I I I II id II II I 1 I o O � �50 osjovar I I I I TURNBERRY I SUBDIVISION NO. 2 I I I I I I I I I I I I �` 0 I I I I I I I I II II = !I II I d I Q) b. OE I I d I Iti� I I � I I [I I f I to a O o CL O a ® � .. I I I o I I it I I O E _ C, vU o ) cY 1 I I I I`.Id lI I I !g Lon (Dc � ® � ® ` ..+ 6q•U— oD : W I : ';' :I Qom'` I Sp 15 - - - - - - - - - J- - - -i - - - 15'PVC - - - - - - - - - - _ _ - - - _ J • 09. -....-.....- Q ... "''.'�-`.-_-""..'..'r°®...-------------Wu .. V3 ,.__ � --E.e ao ,. 0 0 0 .:e EOR U ...... . .................................- .708.............. ..- - -........................................ _........ ---... ----.......... V.. ,.- - _ ..: -". --. - - - - R LATERAL r - — NMIL1 SAFF® - - -. — _ � . - --- ----- ._: _ - /4!M/4 SAF�ORD T /^� r�et��e 2 4 .... .-.-... _..... - .............. - - �.. .......... EXISTING 111a�rE N® IR. LATERAL . _ ... ........_........... ..... _-_..--.....--- Q -- .........--.._-.........-....--.......-.._..-..-.--..__.-..-.......--........_._-....- -'--............-.. .- . : ......-----. .-...........----------'- --�-..------..-...-. ... ...� - �� - -= Toe 255�u-, ................. ..................... - _....._._.._..-• ----------------- --- -....----.....-- --...... -- - _ .---2547.:.. - - - - m� v o... o.� �s -roe Tag •roe Faa rag TOB roe•---•-------.....1Sj .... (/) _-........_.............. _ '- -- - -- ......-...-.............-. ....-...-.. }- . 2550 _. ___. Tos t ...... .. ..............�°�- :-- .—.._........—,�... _.......—. ...—. — ... .-....... - W w 255 oe Vie......:::::::::::.::::.._�: -a c �,- a 4 �r- 2 GIR __-_ ._......_.._ __...._2548.. -.._.-_. ._ ......_. _..... — S E CANAL _ :. REMOVE TREES AS NEEDED PER LANDSCAPE P EVELOPER _.................... --..-....-.-.-.-...-----�. �— � e .......-. - .. - -- - s � . 255 _. LAND �, :- _..-. 4 ...:......... _.......... _. _ ..... 25 B _... .-. ..... _--. ..—........ _ - -...._...' _. 24 GIR ____ _ - --&..--... .. -Q:-: ..::: ::::::.....:: -:::::,,:...:::::.:-:::._ 1 C _...... ._.... ..... -.... .... 24 GIRD-- ::. i -24 G{R.. .-:::.._......::: .. .. -o s m 24 GIR . _ •. : ::.:.. • .. . = �- ... �-++ �--------® ,�:: ._, ::::.�.SEITLERS CANAL.254 - - € 2550::::::::: t o ctr .. ._ . .. - __ .. .. . .: �- :: :� : ��-. . .�. _ SL4 _ _. Wit::: ..._ g:: E ............. ..........56E LF. � - TB El -- - - - .....:....:.... ..... .. - - -4'I�R S2 Q Q y- p, �4'PIR 4 PI 0 LF SLV 4'Pllt Ei 5 Ll' 1_ o J _ 4'P{R ': C S1 S1 %- \ NOTES: f > � �y Rom; s1 S1 S1 S1 I I I I I /\ /� % \ % `� 22C 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 5 t I I /V a® � . -- S1 S1 s1 s1 V4 I 5 \ BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY v - o m 3C .....2550 0 f AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY o v v { �:\ APPROX. LOCATION OF 4:�3 SERVICE NOTE: ac : ° I 28 s1 : >m AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 5' PAVED PATHWAY CONTRACTOR CAN MOVE SERVICES IN LOTS n' �, �, EXIST. 12 GRAVITY 1-800-342-15$5 PRIOR TO ANY EXCAVATION. d' Q o IRRIGATION, RETAIN & <( V o 2-14. BLOCK 5, AS NEEDED TO AVOID 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UITLITTES, EVEN IF NOT SHOWN. W TREES (RETAIN AND PROTECT TREES). o E. /I PROTECT. �][, 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO g o a J .................................... r d ®..-- 1® 9 - g 7 6 > I 10 PAVED PATHWAYIF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE g U 5 ANY DISCREPANCIES. = v g.gg8 4 3 2 I ----15Pt/C--- P4 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING PRESSURE IRRIGATION m �, 5 BLOCK 5 I. _ \ >•- 3 a 15 SETTLERS CANAL / Z o 2 5 W 0 a8 SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. a c ACCESS EASEMENT %\ o - i: — _ _ THE -. -2549 - /. . / 27 ° PRESSURE IRRIGATION SYSTEM TO BE OWNED AND MAINTAINED BY THE - ° S1 6 a °" - - _-� BACK-UP SOURCE IS A 4 CONNECTION TO MERIDIAN CITY WATER (CONSTRUCTED AS AAt _ E11 TB 12C - �. PART OF BURLINGAME SUBDIVISION N0. S2 00 c PI Ep. � �� 8"S W. WHITE ASH COURT N TB Ell EP 13C-e� 8"S g,S .- f + v ®'5 a a ® a-- �, /I PRESSURE IRRIGATION LEGEND Z oxAL _ m \ ct - -- -4°PIR- -- - EXISTING PRESSURE IRRIGATION LINE 1 „Sp 255 I f. � l4 .. • .e... _e I ,. 4 14 ............... + _ 2550 {RRIGATION LINE & SERVICES p' 20® LF CONSTRUCT PRESSURE co J / o ► CONCRETE THRUST BLOCK - I I 5 s1 t I ley, Q 5C, / '� BLOCK 5 I I TB N �4 / / 2 P E ® VALVE ! I F 15C 16 17 18 19 10 { \/ J 20 21 122d V4 a /\ z -�- SLOPE PIPE TO DRAIN < w P4 i 5 Ca + 10 TB I d �,� �. oz � J S2 L J SL4 4 T5 TB o- MAIN LINE DRAIN 9 z o 0 + PI TB T5 s1 S1 st SE SE S1 S2 S`d' 105 LF +- 1 / o o N p I I 5� P4 P4 42 LF p S S? 1Qg P` 124 LF pI 4`P{R 4 P4 I 10' PAVED PATHWAY z z N z / pI 4' R Inv\_ P4 S1 j� s1 � P 3313 LF pI a ;� °- 24 51 F[ v, 4zc I = S1 P4 SE St SE S1 V4 S1 _ � a - Qo EXISTING _�. . ,`� � z �o 16 LF P� 10 + 4 1 TB V4 T5 ss SE = �� : 2 - - EX15TING N - - 30 := :: P4 55� � 55 N2 �� en oNw�o D � E9 ::2s -.....-- � 28 27 26 TB <<. I \/ / 25 4 APPROX. LOCATION OF EXIST. o z a W 23 TB 00 I! I 12" GRAVITY IRRIGATION, 5't I PRESSURE IRRIGATION z ®m 3 31 .. BLOCK 5 I I I f± . I STRUCTURE SHAI`I BE N J j RETAIN & PROTECT. { I : W 2 REMOVED & DISPOSED LIST OF MATERIALS I— I ,_1 P4 3 Ia. I I I'+ N3 PI ¢ 20� P� S1 ;` --- I ! ® Q I I 23 I -: I + PLUG P{ TO NORTH ' i ! .- ITEMDESCRIPTION o� � _ . . ...-. . _.... _ 255E --- ' - . `. D PRESSURE IRRIGATION MAIN LINE DRAIN RETAIN & PROTECT BOX { I f. PE - -- {.a I N3 t p,. ..:. ._:►.`11w )C Xuj E9 ELBOW, 4', 11-1 4 - ° < ° - _00 to p a /{ LBO E � E 1 V EI.�U t a 2�-1/2• � (�j - a ° n P477° - J f g VN ° 7cc 9, SL4 W. BELLEVUE ST. - - -8"W- - -�- a Ec 8"S - E11 ELBOW, 4", 45` ® I� 191 LFj1 / \ cv 8S . " 1L -I — -- 12GCR :::::�_::: _: 32 - 8S -�►8..S- =- - - I. - - - - - - - - - -- - - - - ELBOW, 4D, 80 ® _ SERVICE NOTE: ' ? AFTER AGENCY'HAS CLOSED EXISTING VALVE. �n E BLOCK 5 I 21 C a CONTRACTOR CAN MOVE °.. / a ° g a ° y_° . AiZ PI I N2 REMOVE EXISTING PLUG/CAP. THRUST BLOCK AND ¢ Q co �G ° ° ®. a I # SERVICES {N LOTS 32 & �� 4 COMPLETE CONNECTION TO EXISTING PRESSURE 025 rn q d 33, BLOCK 5, AS NEEDED 5 s 1 I S2 I 14 t IRRIGATION MAEN. TO AVOID TREES (RETAIN j� ! I = ' / 00 4} NG R t N \ g c I + VERIFY EXISTING PRESSURE IRRIGATION SERVICE S " / INST AND MARKED PER DETAIL, SHEET PER-2. AND PROTECT TREES). °� + `I N3 IF NOT FOUND INSTALL SERVICE AND/OR MARKER b ) 6 I 25 AS NEEDED. ADJUST VALVE RISER AS NEEDED. o -� SE 33 12 20 N3 PI� y I I�I��, P4 PRESSURE IRRIGATION MAIN, 4 PVC, CL-200 a 13 11 10 9 I°-9 8 I -•,� zs�9 ° 5 I a I . 1 S1 BLOCK 4 k a 1 I _ - - - - - N i j S1 PRESSURE IRRIGATION SERVICE, 1" 34C s _ I v4 + J I - .I t 2' GRAVITY & ° v s2 PRESSURE IRRIGATION SERVICE, 2" vtTY I S2 I s _ I I - E ° I ® SLEEVE, 8" AWWA, CL-900 L PRESSUR SL4 PRESSURE IRRIGATION _ } h IRRIGATION EASE. � I � ! z ,. N3 N3 N3 N � I°. L_ I t I Z = N2 N3 3 N3 a I TEE, 4' X e X 4® gW I I G � + Q o CL oSL4 50 LF SLV rPl r �� �PI I I I + Q P.C.C. THRUST BLOCK AS REQUIRED EVEN IF NOT ®- I o :EXIST/NG _Y_ _ - - ----� - - - -r . - Y L. o ( � _ I— W. MILLfRCI�f:ST. - - - pc�— P4 70 LF 16 P�` -H EX/5T/NG �P` - - _ - (� L`X/STING (P�� -H -�` __ __ �I ___i_I z N3 RL era �n� I: #` I '--®- - - - - - -- - -4'PIR- - - -- -�-1 I v4 VALVE, 4' GATE 0 o ° g 5'f I ` .I I EX/STING ,' I Z �- =\ z o00 �- ►° I- 1 I v ,� rr k D �- P4 I I /�� I - 1 I I � s i :D BLOCK 1 i I I /% 1-+ 1 ;I ; I + z V) PI sE I I I / f Q W 11 4�' y V Z N2 _ --- -_ ® �-- J E/ALESE _ - -4"PtR dlSFA(G - -=�- - I-- -g"W-- - - — - - - - I ° - / I rIl -4°P(R- - - - - a 8` fLL ON DR. �\ �/ \ t faaL EX/STING a EXIST/NG f _ _ _ _ tI -,� aR�fry r_ .`. - � - -`�- - -�•gSrt __ _ - -- - - -- I- - -Ir►s°S- L __ \\ =ate_ _ —.� _ 4 a — — \ I� E J SCALE 1 �040 ILLIRON OR. _ RIZ W. DWG.DATE 03 03 20 rls - \�-,� �-�-"` ` ! °—°�-- . �° � E � �s I y ��� PROD. NO. 191029 I r I I i.... ' Ii + Q_ 11 � / ' i ¢ ! I ` . d n- SHEET 8 OF 11 i I CIO. 100 40 20 0 40 80 120 aj MY1 I I ! < PIR- 1 SCALE IN FEET a /SHEETS/I91029-ST.DWG f C 'E9 0 0 -Cc: �> Q":N 0 = - 2 0 S' U_ af` OE > > LE 0 E 0 Co- 1 Cl) 0 Z 0 E �? 0 E E E Z3 c, C., PRESSURIZED IRRIGATION NOTES ® �-. C_� 1. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a 0 w 72 maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The 4.2 W Z Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. 00 L-n!9 V '0 10 U_ - 9 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, 0 b _2 2 I LLJ R. and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and :f'2- 2'6 non-potable Water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be > T -4 8 constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA -P o A co 58.01-08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). Z t5 30 SDR 215 PVC RISER EXTEND 18" ABOVE GROUND 12 IL 0 8' 1 3. The horizontal separation of non-potable services and potable water services or potable water mains shall be 0 E:9(..> 0 ;�' 11 3" x 4" x 6® CINDER BLOCK OR EQUAL) a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to ( cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance 7 UJ ig _� 9 31:4 4" or V x 1' SADDLE MINIMUM with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 100 LOT 50 of the Wastewater Rules (IDAPA 58.01.16). 4" or 6" MAIN LINE MINIMUM Z a 9 1=0 Z Q. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the 3/4- or I BRASS PIPE words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape between 00" 1 7-11_N9 W2 six (6) inches below the surface and eighteen (18) inches above the top of the pipe. 0 K.0 Z -'E 5' BACK LOT W 3/4' or 1' 200 PSI POLY le ABOVE GROUND !ZBTACK LOT 10 N4lkN- PVC RISER 3' SIDE LOT 1" BRASS CURB STOP (TYP-) 5. Label all irrigation risers and faucets with durable togs carrying the warning DANGER-UNSAFE WATER or 1 L PRESSURE IRRIGATION PIPELINE NON-POTABLE WATER. ROCK CHIPS 1 SEE PLAN FOR S17F OF PIPE 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or E E TYPICAL PIPE LOCATION t Z 3" FEMALE ADD. NON-POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public NOT TO SCALE Right-of-Way, private roadways and travelways. LOCATER WIRE AL 7. Install a reduced pressure backflow preventer in any connection between the potable water system and the 11 3" PVC PLUG pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) 12 MARKER, STEEL 10 POST Grid the City of Meridian Water Department. 0 4 8. Engineering Solutions shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is 0 2 required. 51 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line "MODIFIED" TYPE A RISE in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides SHORT SIDE SERVICEof a lot. 0E NOT TO SCALE C> � 10. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable X loss in accordance with the Supplemental Specifications and Drawings to ISPWC. Z Z E! W uo Z 0 DOMES11C WATER METER BOX COVER 11. All construction materials and installation shall comply with the Settlers Irrigation District Standard I r OBLITERATE WORDS "WATER METER FORD 0 Specifications for Pressurized Irrigation System - latest edition, except as modified hereon. E LID X43 CAST IRON WITH 12 1/2- LOCKING 12. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent L= 77-77,7/7 2® weld. Pipe four inches and larger shall have mechanical joints. - PVCQ 0 6 13 1 1/2" CURB STOP 13. Minimum depth cover over all pipe shall be 30". 3" SDR 23" PVC RISER EXTEND 18" ABOVE GROUND /\\/ \j\\ BALL VALVE SUCH AS 12 FORD BI 1-666SW 14. Minimum compaction shall be: 0 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 1 1/2- BRASS PIPE 0 a. 95% in Rights-of-way.1d \// / // 4M 1 1/2- PVC PIPE b. 85% everywhere else. CQ 0 t - 4' or 6' x I" SADDLE MINIMUM LLJ CN n 00 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required 00 00 ft (n (0� 0 4" or 6" MAIN LINE MINIMUM at all change of direction of pipes over 11 1/4° where shown on this plan. 00 C14 0 "N� X UJ 0 00 00 a 31e or I POLY PIPE 200 PSI %WJ 0 C 01 0 2 0 LE 0 00 ou 16. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. C,0C 0 0� They shall extend past property line into lot as shown on detail. < 0 ,0 11 00 O 3/4" or 11* 200 PSI POLY 18" ABOVE GROUND //\\//\�/ 0 5-1 0 0 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. Z co < 3/4" or 1" BRASS COMP. COUPLINGS �//\//j n 0 �9 M MIN. 12" DRAIN ROCK MIN. I CU YD.1" BRASS CURB STOP AT BOTTOM OF VALVE DRAIN ROCK 18. Contractor to verify location of all landscape lot services with owner prior to installation. FOR SUPPORT � ! z� ROCK CHIPS DRAIN VALVE 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe Cn NOT TO SCALE manufacturers recommendations. 0N 10 Y FEMALE ADD.11 3 8 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. LOCATER WE T 21. All valves at street crossings shall be on both sides of streets. LZ UJI 3 PVC PLUG" T I L._� F_ 4 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. 0 13 MARKER, STEEL I" POST 9 2 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. s06 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install U) "LAODIFIED" TYPE A RISER new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. ME _J LONG SIDE SERVICE < F- NOT TO SCALE 25. Retain and protect all existing utilities and irrigation facilities. Z LLJ 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in 0 the pipe (even if not shown). M 0 0 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure F_ < irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each 0 location, unless the pressure irrigation line can go over the gravity irrigation and still have G minimum cover of Z F- ® Ir Z 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of N 0 U5 minimum cover. rr :D 29. Contractor shall install a service to every lot including common lots, even if not shown. Cf) Cf) cf) 30. The pressure irrigation system must be built to the standards of the irrigation district in which it is 0 UJ LL r'r being constructed. 0 1 O_ 31. Install a reduced pressure backflow preventer in any connection between the potable water system and UJ SCALE NO SCALE the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Z > Quaility (DEQ) and the City of Meridian Water Department. 0 0 DWG.DATE 03/03/20 rls PROM. %0. 191029 CL SHEET 9 OF 11 CJ 0 0 PIR-2 LL Z 0 1 /SHEETS/191029-PIR.DWG L) 0 0 LL R 5 Elf t 5 c 0 f < 50' ROW c L. 0- !,as eo E 4-0 72 < cn 3.5" 5' SW 16.5' (MIN.) TAPER TO 18' 16.5- (MIN.) TAPER TO 18' 5' SW 3.5' s CL 0. E E c u SEE PLAN VIEW SEE PLAN VIEW cc cis, < = 0 w > L.j CL 0 1' LANDING 2' 14.5- (MIN.) 14.5' (MIN.) 21 1' LANDING lypi 0 VERTICAL CURB ,,-'AND GUTTER c B -2.0% -2.0% D D L F D F 4 c® ��ox ° --� ot �E " 5" CONCRETE SIDEWALK - ACHD " \nI& 2.5 ASPHALTIC PAVEMENT 14 MINUS PIT RUN GRAVEL SUPPLEMENT TO ISPWC SD-709 6" VERTICAL CURB AND GUTTER - ACHD COMPACTED STABLE SUBGRADE SUPPLEMENT TO ISPWC SD-701 40 OF 3/4" MINUS CRUSHED GRAVEL TYPICAL VERTICAL cl STD. VERT CAL CURB, GUTTER AND 6 ATTACHED SIDEWALK N. MONTGOMERY WAY - STA. 10+99 - STA. 13+04 PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-701 AND SD-709 NOTE: LOCAL STREETS SHALL BE A SP-3 0.5 INCH MIX, PG 58-28. N.T.S TRANSITION SECTION - VERTICAL CURB AND GUTTER @ TO ROLLED CURB AND GUTTER N.T.S I xz a P: 0 50' ROW Ll 3.5' 5' SIDEWALK 16.5' 16.5' 5' SIDEWALK 3.5' ...................... 0ag 14' ACCESS ROADos cl LAINDING 2' 14.5' 14.5' 2' 1' LANDING Al2" ASPHALTIC PAVEMENT 0 10' ASPHALT 4' PAVERS 61 4" OF 3/40 MINUS CRUSHED GRAVEL 4z\ 1.5% C B B kG) 1.5% Al El @ COMPACTED STABLE SUBGRADE UPPER 6" 2.07. 2.0% -A 1.5� TO 957. OF MAXIMUM PROCTOR DENSITY 1.5% CD cm 12a OF 6n MINUS PIT RUN GRAVEL Cp D D GRASS PAVERS (HS-25 LOAD), PER NDS aD F F E D BI TUFFTRACK TT24 OR APPROVED EQUIVALENT. 5" CONCRETE SIDEWALK ACHD 2.5" ASPHALTIC PAVEMENT @ 14" OF 60 MINUS PIT RUN GRAVEL 0 SUPPLEMENT TO ISPWC SD-709 3" ROI I ED CURB AND GUTTER ACHD COMPACTED STABLE SUBGRADE SUPPLEMENT TO ISPWC SD-702 40 OF 3/40 MINUS CRUSHED GRAVEL 14! WIDE ACCESS (TRAFFIC RATED) C N.T.S PO co C TYPICAL STD. ROLLED CURB, GUTTER AND 5! ATTACHED SIDEWALK CS1 x 50' RIGHT-OF-WAY h C) I? PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-702 AND SD-709 V) < goo NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH MIX, PG 58-28. 0 N.T.S <iE z Go C) ca m PO ry fy� ca C) 5' PAVED PATHWAY 2' CLEAR 10' PAVED PATHWAY 2' CLEAR 0 0 SEE PLAN VIEW a_ Al 2" ASPHALTIC PAVEMENT (@ 4" OF 3/4" MINUS CRUSHED GRAVEL 20' SHARED DRIVEWAY La COMPACTED STABLE SUBGRADE 51 2 16, 2' Bi cl C/) A 1.57. B /Lp n ASPHALT PATHWAY A N.T.S 0 Lr- z L) n LEI LLI z F ui c/) 2" ASPHALTIC PAVEMENT 2'W x 8"D CONCRETE RIBBON CURB V) 0 4" OF 3/4" MINUS CRUSHED GRAVEL Q 5'W x 2'D - 1j"- 2" CLEAN DRAIN ROCK c 12" OF 6" MINUS PIT RUN GRAVEL COMPACTED STABLE SUBGRADE UPPER 6" C; TO 957. OF MAXIMUM PROCTOR DENSITY 0 u- SHARED DRIVEWAY DETAIL a _j LU SCALE N® SCALE N.T.S z >NOTE: 0 DW&DATE 03/03/20 ris 0 INSTALL 2' RIBBON CURBS ON w PROJ. NO. 191029 SIDES AND END OF DRIVEWAY. to SHEET 10 OF 11 0 0 DT- 1 LL Z d /SHEETS/I 91029-DTI.DVVG V r U L L o L 0 ® « C C_ � O 7'✓ fDS li ®t E® 3 ® °o W F- L A U ®� CL C o®® Q V 0 c > ? MONITORINGEE PLAN VIE WELL S OR LOCA GRADE Q 0.a �? �23a(DQ FINISHED MADE SEEPAGE BED PIPE NOTE: FINISHED GRADE MONITORING WELL -2 � a Q ALL PIPE ELEVATIONS SHOWN INSTALL LID 7O GRADE ARE ATE ENTRANCE OF SEEPAGE _ _ _ _ _ _ _ _ �� ` g- v III-1(I-1 I 1=1 I{-1 I {-1 I BEDS, SEE PLAN VIEW FOR ____ _____ __ o �.Cvoy =1 SLOPES AND OTHER PIPE I I=1 11=1 11=1 11=1 11=1 I I=1 11=1 i 1=1 11=1 11=1 11=1 I{ I I m 0� m MAXIMUM ELEVATION 1=111=1 I 1=1 I(-!I i={ 11 °� ELEVATIONS. °E-' - - _ - - _ - _ - _ = MAXIMUM ELEVATION tL OF ROCK = "F" 00 0®0-0 00 00 0 0 ° OF ROCK 18 PERF. (TOP HALF) ADS N-12 ° 000. 18" PERF. (TOP ) ADS N-12 °0® Q�a PIPE, SEE DETAIL, THIS SHEET o 12" ° ° PIPE, SEE DETAIL 12" PERF FALL AROUND) ADS N-12 , THIS SHEET 0. ,� 00 FILTER FABRIC - THREE 0 `� C ° PIPE, SEE DETAIL THIS SHEET (3) SIDES PER ACHD ``' ° ° REQUIREMENTS (SECTION 18® \ M a FILTER FABRIC - THREE (3 SIDES 8200 PG. 32 `- \ 18 a PER ACHD REQUIREMENT SECTION 8200 PG. 32) ELEVATION TOP OF SAND = "Go a ° o ELEVATION TOP OF SAND = "Go if MINIMUM ELEVATION OF SAND - aHa ;- _ _ : -- - - ::I. �- _ . °' _ tl a ° MINIMUM ELEVATION OF SAND H - ° MONITORING WELLS TO -_ NOTE: :� FINE AGGREGATE WILL MEET THE 1 _ BE 1' PAST SAND. FINE AGGREGATE WILL MEET THE ' .:1 "= MONITORING WELLS TO 18° PVC PERFORATED DRAIN GRADATION REQUIREMENTS OF ISPWC GRADATION REQUIREMENTS OF ISPWC =: BE 1' PAST SAND. PIPE. PERFORATIONS SHALL BE IN SECTION 801 FOR "FILTER SAND" - '_ - SECTION 801 FOR "FILTER SAND" - �r: :z•' 3 ACCORDANCE WITH AASHTO SEE TABLE 1 OF THE ISPWC 3' = SEE TABLE 1 OF THE ISPWC 3' '.:d': M304-03 AND ORIENTED UPWARD -� - SB4 - 3'W x 62'L x 4'fD :.= .?= ~ ' FROM TOP HALF ACCEPTABLE EXTEND ELEVATION OF SAND = "Jtl - - - _ ND ELEVATION OF SAND = "K®t '' '�":, SB6 - 3'W x 2O'L x 2.5'�D SB #5 3 W x 114 L x 3 ±D _ PIPE REPLACEMENT: 18 ADS SAND INTO FREE DRAINING SOILS u� pa SAND INTO FREE DRAINING SOILS N-12 HDPE PERFORATED PER "C" "C" ewe HGW NOTE: HGW NOTE: U "E" AASHTO M-294 . SEE TABLE FOR HIGH "B" SEE TABLE FOR HIGH "B" ®NAL GROUND WATER INFORMATION. GROUND WATER INFORMATION. 3 8" PIPE_ P E R 1=O F2 A TI O N C T4 P HALF) DETAIL_ 16TE�a�`�'dff, SECTION VIE SECTION VIEW 63�� NOTE: 1' (CAP END) TYP. ALL PIPES 12"0 PVC PERFORATED DRAIN s PIPE. PERFORATIONS SHALL BE IN a END PIPE ACCORDANCE WITH AASHTO w o (PERFORATED) + M304-03 AND ORIENTED ALL AROUND (ACCEPTABLE PIPE J W J� REPLACEMENT. 15 0 ADS N-12 = m w MONITORING WELL, SEE PLANL MONITORING WELL, SEE PLAN HOPE PERFORATED PER AASHTO g o VIEW. INSTALL PER 2017 ACHD 2' VIEW. INSTALL PER 2017 ACHD .M-234) z SUPPLEMENTAL SD-627 z 1' (CAP END) TYP. ALL PIPES SUPPLEMENTAL SD-627 ^�� o a F. w E END RIPE " I� I= T I F� ® "'D Z IQ CD ���CZ ® cn (PERFORATED) e� ! wpzo .-. M LLJ - o W 00 o o co La ® � o C � Q ceI Q LJ F_2: F V) < co � III 0 ® a) P BEGIN PIPE < � o (PERFORATED) I BEGIN PIPE SEEPAGE BED NOTES: � '� � Q WC, � `� � (PERFORATED) 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN � W C, I en POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. A41 - f 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF 0 iLQ I 50' MIN. FROM OUTSIDE BED N GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION 50' MIN. FROM OUTSIDE B 00 04 FOR THE INFILTRATION FACILITY. r 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST MONITORING WELL, SEE PLAN PERFORMED BY SOILS ENGINEER AIFTER SEEPAGE TRENCH IS FULL "D" "C" VIEW. INSTALL PER 2017 ACHD MONITORING WELL, SEE PLAN-3 "Ca "D" aEa EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE " " SUPPLEMENTAL SD-627 VIEW. INSTALL PER 2017 SOILS REPORT AND ENGINEER. CONTRACTOR MAY NEED TO BLAST OR [ B ACHD SUPPLEMENTAL SD-627 "B" BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. AN V I EW PLAN VIEW 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED C INSTALLATION. ILU U 17 SEEPAGE BEDS #4 AND #5 SEEPAGE BED #fi 5 s FULLY CAVATEVERIFY THE INFILTRATION RATE AFTER THE FACT ® � z I.T.S. �■■( z SEE BELOW: ASSUMED PERCOLATION RATE SEE BELOW: ASSUMED PERCOLATION RATE 0 D �= W n a s tl tl a s a e a s a s a " a tl a " Groundwater Assumed � 0 � � BED# A B C D E F G H I Elev. Below Percolation Rote BEDS W aBa aCa ID" aEa a,.» V W 7' T aKa Elev.Groundwater Assumed � r Elev. Below Percolation Rote V 4 62' 10' 5' S' 6 3.5' 2550.5 12547.0 2545.5 2547.5 2541.51 2544.0± 86/HR 2 =20' 62- 25' 32' 5' 2547.8 2544.5 2543.0 2544.85 1 2546.20 2540.5± 2541.5t 8tl/HR 5 i 114' 16' 8` 8` j____3.3'j_254a.5] 2545.2 2543.7 2545.6 2540.7t 2542.2t 8°/HR � LI_ SCALE NO SCALE Q z ® DWG.DATE 03/03/20 rls 0� PROJ. NO. 191029 SOILS AND GROUNDWATER INFORMATION PROVIDED BY ASSOCIATED EARTH 0CL SCIENCES, INC., REPORT DATED SEPTEMBER 8, 2005. WITH GROUNDWATER '"` CL SHEET 11 ®F 1 1 MONITORING FROM SEPTEMBER 8, 2005 TO OCTOBER 11, 2005; FROM MARCH 21, 2006 TO OCTOBER 10, 2006. ALSO BY NATURAL RESOURCE SOLUTIONS, LLC, DATED OCTOBER 1, 2018 WITH GROUNDWATER MONITORING Lid FROM SEPTEMBER 1, 2018 TO MAY 2, 2019. 0 DT-2 LL Z 0 /SHEETS/191029-DT2.MV G