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CC - Construction Drawings PLAT SHOWING BK , PAGE A Ej-103-e E� N ERSio M___r -Ai.kIII Tr IEEE -8 -6 U D 11 V_/I ESo 10 N N 0 2� h-h ___j LOCATED IN THE S OF THE NW 1 /4 OF SECTION 33, T.4N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO LEGEND 29 28 W MCMILLAN ROAD 2020 SUBDIVISION BOUNDARY 32 33 C110 100 0 100 200 300 - - - SECTION LINE Np 20 = � RIGHT-OF-WAY LINE 20 p Scale: 1" 100 CENTERLINE 2p))9 - LOT LINE EXISTING PARCEL LINE S89'27'18"E PUBLIC UTILITY, PRESSURE IRRIGATION 25.00' & LOT DRAINAGE EASEMENT LINE - / / SEE NOTES 1 & 2 UNPLATTED / EXISTING ADA COUNTY HIGHWAY ` ` ` THE OAKS SOUTH SUBD. NO. 7 DISTRICT PERMANENT EASEMENT QI� , , BOOK 114, PAGES 16839 16847 INSTRUMENT N0. ---_----- `S764218E13 2` - - - - - - - OTHER EASEMENT LINE AS NOTED � � ` ` o � � � ` � FIVE ' MILE CR ` ® FOUND ALUMINUM CAP AS NOTED / POINT OF w IOV NORT EEK ' 130, ` / • SET 5/8"00" REBAR w/PLS 11118 PLASTIC CAP I �' TERLIN INSTNTERLINE & 0, So NAL / • SET 1/2%24" REBAR w/PLS 11118 PLASTIC CAP / BEGINNING CEN E OF WIDE3p, EA � � � � �67po' 70 ` RUM ENT N0.70726 UTH OF ENT - O FOUND 5 8 REBAR, �513 /� 00 70 N76421` / PLS 11118 OR AS NOTED THE OAKS SOUTH SUBD. N0. 6 14 /� DO' W F/ ❑ CALCULATED POINT, NOT SET o �� `" 15 7000' S24'63' - MQE BOOK 114, PAGES 16470-16475 ham, W �5' g S76 42'� - , CREEK - 11 LOT NUMBER �j 7790 sf �� oo r� 1 6 r 8.11'_ � E L 2 8114 sf ^1 8089 sf.� �i� �u 95310 8 102-3 6� J L z K 8080 sf r� 17 /� -108.95, ` � ��SEE PROXIMq� "W O0 J gLQC o ropy / 18 4057, �� 28555 sf `E 14TE LOCgTIUN F� , o J` N77�oO0' �7p o� ZiF �^ 9698 sf. h�� / �� g2. ` Iftft EMq 20NE q BOUND I DD»W 24 4p.22� 12368 sf „y� 21 22 84 N76 4` qRY ri 4i •� 75 �722 C1 g �° (� "1 23 /�65.76' 1 g"W 365 ZONE q NOTES / Q _ �l` �0 w AEG C79 �/ ° / moo- W 57.23' 0p 22 ZONE X " `" 2 1 7500' EAN D �� 0 �' 11852 sf °D) �'� // 24 �� 1 56• rn 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, Z 15 R. 5 N o o I 7 ' L23 L 7 ��? \ d>. rn �; 00 9927 sf o R 25 7 25pg sf,, L24, 22 - AEGEAN ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, AND LOT DRAINAGE OVER w iv 16 5�0p' 22 \ Cep u 0r° c', �I m N IM p 9236 sf //� S' 6707' 1N 475 af` ��`` m / 2 �,� 0 1 22' \ o �, �o <o r / 26 25 �, �,� 2 THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET, UNLESS OTHERWISE DIMENSIONED. THIS N / rn o� 17 20 0 o o/ 0 3 33' �, o S1 , ,, \57642'1 �� EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND o �I a / 9563 sf qG �`^° o 5' �C7� C� ,G I I / N n �o �3 27 N} 3/6' 8'E 3 �� o / o0 0^ �� 6 O� \ J I /a`� po d �o� w 3 WALKWAYS TO EACH LOT. N Z 2 �5' 9591 sf ^� �ai o 1$ `90 2� z 8693 sf 3 C24 \ / N w o 3 3 cv c� Q 4 d S- 10552 sf o 0 2 -j BLOCK 10 8 O 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A m cMv / �75 p/ 9619 sf �� o� CIS 5 / o �i- 1 SS 0817 W 29.55 56 PERMANENT EASEMENT FOR PUBLIC UTILITIES, AEGEAN ESTATES HOMEOWNERS ASSOCIATION INC. `n / 00'J � � ^� / \�6 �c c'� /l� G`LL -- - 65 p J /R QCK v� ,2 o ;� o c., y`L I 75• $ h �� o� g� C5 p' \L / �h 10230 sf w, rn 2016 sf , „ , 51 PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR !N7 • ,� DD'� 5 �B�-OC'K `� 2 57 N6 W �827• 9180 sf`"� 3i�3 S3 OO OO W 72.03 Q- SIDE LOT LINE, AND OVER THE TEN 10 FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION I s 42 "� 75 /�� `� 6d' LS C13 8D00 AFG C26 J Lli _ I ¢�i o " r ( ) 52 w 00'J 12171 sf 19 \moo o 'o �� "i1 - 23• p'W �N �, L J o o S42 00 00 E 15.91 BOUNDARY. 225 00, / 'h �o o OpOpO / Og >»�2 y�R. C27 20.36 65-gg' pZ' ��6 n 3- ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS AEGEAN ESTATES SUBD. NO. 1 ti 6' 13341 sf. � 54;1 ��, 1 10' 8s\�, C6 �� N S87 00 00 E 12.42 IN EFFECT AT THE TIME OF THE RESUBDIVISON. �f� 19 l �6, �� co / _ 00 131.35'_ BOOK , PAGES - 32, 6' �� l \' J ( 14296 sf I� 2 C12 N8T00'00"W* 6867' UNPLATTED 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED / S2ry \ �h �� \ o ^ 48j\ C11 J S3.00'OO"W 42.00' IRRIGATION SYSTEM, TO BE OWNED AND MAINTAINED BY THE AEGEAN ESTATES HOMEOWNERS / / �b 5' I- 11.35' 75_00' ly ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE 20 w I / N42.57'S2"W \� .P� _ _ J - 3 3 4 I- 5 a o SUBJECT TO ASSESSMENTS OF THE NAMPA & MERIDIAN IRRIGATION DISTRICT. _ / - - - to I I� °o 0 w• KARPATHO \\ ' 13036 sf 1 �, N89'17'46"W k er o o N87.00'00»W 12.42' 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN s sT. 66.37 � `� o o - �� - r, �`'� o o Ln o ► " COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. ----- ---I �� N20'10 38 W -__ -� Ls a '" 132.89' Z 1274o sf �� Ig �a o `� S48 00 00 W 44.19 10955 sf n � o ,,,aI 6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE > ' " �5' S cn 11012 sf n .- 6 " ' RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 49.94 N89'17 46 W Q U,_ g�pCK 9 ►Z�l �c' �� S3 00 00 W 52.60 I 141.93 0 74.19'-J L_ - 10333 sf o 3 IRRIGATION/DRAINAGE ENTITY. N88.50'37"W 5�'-� L59 81'-�19.381' L �11 �12 U >+ 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED _< 04 ^ N82 37 22"W 209. 75.04' ,�,21 w NORMAL HIGH GROUNDWATER ELEVATION. I I I ¢ 48.00 � O 22 N88.52'4 " 5745 ' 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH 6 W a9 / I o Z 1$• STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF 0 94.42 SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR r - - Z ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR / UNPLATTED MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE z LPL LAIyO AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT �.GIST fRF G,AL AGRICUAPPLY L URAL OPE NUISANCE RATION, AGRICULTU A^L FACILITY IMPROPER EXPANS ONNEGLIGENT THER OOPERATION OF ANY �016/ 1 �4 cc O �o LOTS LOTS TO BE OWNED AND MAINTAINED LOT BY THE BLOCK AE EAN AND ESTATTES HOMEOWNERS ASSOCIATION INC. COMMON1/4 ce&F �o. CLINTON W. HANSEN a � _ _S89'17'46"E 2637.80' Ge�� Nn1 1 1 18 0 10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY C 1 4 PLS 11118 A P = OF MERIDIAN RECORDED AS INSTRUMENT NO. 2017-116562, RECORDS OF ADA COUNTY, IDAHO. 32 33 �/ TF OF \� 5� 11- LOTS ??, BLOCK ?? ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT tiTON W°NP.� STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST LINE TABLE LINE TABLE AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA L1 24.00' N13°00'00"E L15 21.00' S3100'00"W CURVE TABLE CURVE TABLE COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. L2 24.00' N13°00'00"E L16 28.28' N42°00'00"W CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD 12- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO- -------------, RECORDS OF ADA L3 11.86' S40°20'12"E L17 24.00' S13°16'57"W C1 31.66' 100.00' 18°08'33" S6°04'17"E 31.53' C16 81.19' 226.00' 20°35'02" N43°17'31"W 80.76' COUNTY, IDAHO. 13- SEE RECORD OF SURVEY NO. 10911, RECORDED AS INSTRUMENT NO. 2017-044438, RECORDS L4 16.10' N49°39'48"E L18 24.00' N13'16'54"E C2 45.38' 224.00' 11°36'25" S4°38'49"E 45.30' C17 92.36' 226.00' 23°24'58" N65'17'31"W 91.72' OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF RECORD. L5 28.28' N78°00'00"W L19 23.55' S13°16'33"W C3 191.99' 250.00' 44°00'00" N55°00'00"W 187.30' C18 29.83' 274.00' 6*14'19" N73°52'51"W 29.82' 14- A PORTION OF THIS SUBDIVISION AS SHOWN HEREON IS SUBJECT TO THE 100-YEAR FLOOD PLAIN OF THE FIVEMILE CREEK. THE 100-YEAR FLOODPLAIN LINE, AS SHOWN ON THIS PLAT, HAS L6 25.61' N17°11'40"E L20 6.93' S13°16'33"W C4 119.23' 200.00' 34°09'23" N15°55'18"W 117.47' C19 60.17' 274.00' 12°34'55" N64°28'14"W 60.05' BEEN DETERMINED BY KARL A. GEBHARDT, P.E., P.H., OF RESOURCE SYSTEMS, INC. AND SHOWN IN THE FIVEMILE CREEK FLOOD REPORT SUBMITTED TO THE CITY OF MERIDIAN, DATED 04/24/2014. L7 24.00' N88°50'37"W L21 20.01' N78°00'00"W C5 95.99' 100.00' 55°00'00" S84°30'00"W 92.35' C20 60.17' 274.00' 12°34'55" N51°53'18"W 60.05' L8 24.00' N88°50'37"W L22 20.00' S76°42'18"E C6 132.65' 400.00' 19°00'00" S77°30'00"E 132.04' C21 60.24' 274.00' 12°35'51" N39°17'55"W 60.12' L9 28.28' S42°00'00"E L23 25.00' S76°42'18"E C7 39.58' 125.00' 18°08'33" S6°04'17"E 39.42' C22 10.78' 124.00' 4°58'56" S59°29'28"W 10.78' L10 28.28' S48°00'00"W L24 25.00' S76°42'18"E C8 35.87' 200.00' 10*16'33" S8°08'17"W 35.82' C23 51.55' 124.00' 23°49'06" S73°53'29"W 51.18' L11 28.89' S74°51'27"W L25 31.39' S13°16'33"W C9 31.39' 175.00' 10*16'33" S8°08'17"W 31.34' C24 41.23' 124.00' 19°03'00" N84°40'28"W 41.04' L12 25.00' S74°51'27"W L26 7.40' S13°15'26"W C10 47.50' 150.00' 18°08'33" S6°04'17"E 47.30' C25 15.47' 124.00' 7°08'58" N71°34'29"W 15.46' L13 25.00' S74°51'27"W L27 7.39' N13°15'26"E C11 67.94' 424.00' 9*10'51" S82°24'35"E 67.87' C26 64.74' 376.00' 9°51'55" S72°55'57"E 64.66' ENDURANCE HOLDINGS, LLC L14 21.00' S3°00'00"W L28 24.00' N13°00'00"E C12 72.66' 424.00' 9°49'09" S72°54'35"E 72.58' C27 59.95' 376.00' 9°08'05" S82°25'57"E 59.88' DEVELOPER C13 72.95' 76.00' 55°00'00" S84°30'00"W 70.19' C28 40.35' 225.00' 10*16'33" S8°08'17"W 40.30' MERIDIAN, ID SURVEY NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION C14 47.54' 224.00' 12°09'38" N16°31'S1"W 47.45' ENGINEERING CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF THE OAKS WEST SUBDIVISION NO. 1, C15 104.92' 176.00' 34°09'23" N15°55'18"W 103.37' Lan olutio ■s THE OAKS SOUTH SUBDIVISION NO. 6, THE OAKS SOUTH SUBDIVISION NO. 7, INFORMATION FROM RECORD OF SOLUTIONSLLPLand Surveying and Consulting SURVEY NUMBER 10911, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND SHEET 1 OF 3 231 E. 5th St. Ste. A, Meridian ID 83642 CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR MERIDIAN, IDAHO (208) 288-2040 - (208) 288-2557 fax THIS SUBDIVISION SHOWN HEREON. \19-45 ALCLAN ES I A I LS SUB-) NO 2 -LA I.DWG _.._r ��T ABBREVIATIONS D � A pT L C: Qo 2 ABS Acrylonitriie-Butadiene-Styrene cf Cubic Foot DWG Drawing STANDARD ABBRE Y IATIO S MH Manhole PP Power Pole SB Seepage Bed SY Square Yard ,�` 00 C � i; > Q, ABAND Abandoned Cl Centerline E Easting MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent N. fL ''=' = o 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 -0 o AH Ahead CONC Concrete EC End of Curve FTG Footing iRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone ALT Alternate CONST Construct, Construction EG Edge of Gravel FS Finished Surface ISPWC Idaho Standards For Public OFL Overflow Pipe PVMT Pavement SG Sand and Grease Trap TOB Top of Bank ca 'o a BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Poke TOE Foe of Slope Q' QQ Q 6.` ®ff- BK Back CTV Cable Television EM Electric Meter GB Grade Break IVC Island Vertical Curb PC Point of Curvature R/W Right-of-Way SPRK Sprinkler TOPO Topography V ® 1 o a ®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 G 0 0 0 0 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 (� Q _, o o BIN Back of Walk DI Drop Inlet EVC End of Vertical Curve GR Grade LF Linear Foot PIRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box �l s C n'b < 0 CB Catch Basin DIA Diameter EXIST Existing HDPE High Density Polyethylene LP Low Point PL Property Line RR Railroad STD Standard VC Vertical Curb s• �'�' v C E"� N DIP Ductile Iron Pipe FG Finished Grade HORIZ Horizontal LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical Q co C C o�W, N 0 _ DW Driveway FH Fire Hydrant HP High Point MAiNT Maintenance POT Point on Tangent S Slope SW Sidewalk WM Water Meter `/g ='a C Q NOTES r_ • QW0 e w. n N � i GENERAL CONSTRUCTION WATER SEWER _� - > e neZ3® C� A d O p t_ - O � U a Fse �¢ QH s+ 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 . 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. o 5 o�Z addendums), the requirements of the Ado County Highway District (ACHD) and/or the requirements of the referred to in General Construction Note No.1. 3 ;,s &EF_ 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 0� Z v ®t 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 0 0 A $ �' f/,-.� on C sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non- otable avatar main to cross with less than eighteen 18 inches of vertical separation, BLOCK 1 c_p O I- U es.2- P 9 P 11 Boo = � � 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 crass with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public a e _ v Is site at oil 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). 12 FIVES a 0 _2 a a 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 13 iLE cREEIg W = w S 0 o n Q s BLOCK 1 > (� a=- o 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non-potable services and potable water services or potable water mains 14 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 15 0 I"" ; a F--u w Department on site at all times. 3. The horizontal separation of non-potable services and potable water services or potable water main to cross wits less than eighteen (18) inches of vertical separation, the crossing shall be AEGEAN 16 Q 2®fA 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 17 22 ® E n c V V O 4. All Contractors, Subcontractors and Utility Contractors steall attend apre-construction conference (or an main and non-potable water main to cross with less than eighteen (18) inches of vertical (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). i8 C O Q V tl.. 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 w iU U t•+_-C Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater 4. Place sewer service tines in a six (6) inch diameter water class pipe wherever the service line crosses •AEG y C 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is Rules (IDAPA 58.01.16). a stormwater treatment facility (i.e., seepage beds, drainage swales). NQR. 21 23 R�M/(EeRE M s E� ® $Ccvan required. Na work may begin on any project without twenty-four 24 hear prior notice. �� . 4. Place water service fines in a two (2) inch diameter pipe wherever the service line crosses a 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of 2 24 °'" E R s`s 6. Contractor shall notify the Public Works Inspector fort -eight 48 hours prior to required testing. to natural round, use "Class 200 water pressure g Y P Y 9 ( P 4 g storm water treatment facility (i.e. seepage beds, drainage swales). pipe g p pipe", ASTM D 2241, SDR 21, including service PHASE 1 15 2O 25 BLOCK 1 y 0 > E o- Ag Contractor may not open or close water valves. 16 ®� fines and fittings. 1 25 27 < a= C 3 17 = ® - 5. The Contractor shall be responsible for providing continuous water service to all existing water 1 8 0 ", a= � o-C-- 7. Al! material furnished on, or for the project must meet the minimum requirements of the approving users affected by construction. If water service must be interrupted, the Contractor shall 6. The Contractor shall conduct an air pressure test and television inspection after all underground ,; w agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that coordinate with the Public Works Inspector. utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final 18 ®� _® ;� ' A 8 all materials installed on this project meet the specification requirements set forth in General Construction acceptance of the sewer. BLOCK 8 ��G� cc 1 1 + ~ a�42 Note No. 1. FUTURE / " ; S 0 °'4 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and �.1• o s a o 3 / i ter` �:Z,0 standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All CCTV inspections steal! be completed by a third-party testing firm. 4 C r- 8. Work subject to approval b an governmental agency must be approved prior to A backfiliin trenches 5 18 1 d z ®�'.3 J PP Y Y 9 9 Y PP P ( ) 9 PHASE W.AEGEAN DR. N for pipe; B placing of aggregate base; C placing of concrete; D placing of asphalt paving. 7. All water BLOCK 6 !' 0 4 0 P P ( } P 9 ( ) P 9 ( ) P 9 P P g pipe and fittings shall comply with applicable portions of Division 400 of the 8. Approve~ and acceptance of all sewer construction will be by the Public Works Department, and their 7 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 1 W AEG EA = o H E a� K_ v, 9. Inspection, approval and final acceptance of all water and sewer construction shall be b the Public C-909, Class 150 PVC. t Q C �,�, � � z R PP p y performing the work in an acceptable manner in accordance with the approved construction plans and � � Works Department, and their decision shall be final. Such inspections shall not relieve the Contractor from Standard Specifications and Drawings. W (CARP 8 20 2 the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE 8. Five (5) feet of cover shall be provided for all water mains located in a section line and pTHCIS ST. approved construction plans. mid-section fine 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 3 CCoil 51Q�IAL �+ otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the 4 1 �T<S 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds and Supplemental Specifications and Drawings to the ISPWC. 5 6 TE BLOCK 9 writing prior to construction. drywells) at least 25 feet from main water lines. This requirement does not apply to catch 9 basins or sand and grease vaults. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. cc 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain on electrical permit Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental 21 20 19 CO i 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 18 10. The Contractor shall notify the Public Works Department two (2) working days before initial BLOCK 7 cc from the approved plans must be approved in writing from the City Engineer. construction begins and shall also request inspection of water fines and appurtenances final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached - -- �' 1O ® G twenty-four (24) hours in advance of backfilfing. sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may , l�'� � �TRQS 12. Take all lot dimensions, easements and certain off-site easements from the plot. be a maximum five 5 feet deep at the property line unless otherwise approved b City Engineer. ¢ �O( ) P P P Y PP Y tY 9 � 1 � FUTURE 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance with ® FUTURE 13. The Contractor shall maintain ail existing drainage facilities within the construction area until the 11. The Public Works Department will inspect all public sewer construction whether within J applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. I P P public 7 J 11 "9�drainage and irrigation improvements are in place and functioning. right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours - W23 13 14 15 16 BLOCK 8 Z 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. z o a w per Standard Drawing SW3. } , safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices 12 _ .__ _ t__ g E J 12. Maintain groundwater levels one foot 1 or more below the pipe invert per ISPWC, during the pipe and control of traffic within and around the construction area. g ( ) P P , P 9 P P �,,. XI o�=m 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 tops. Clean and restore to their original state -- --- W.MIKONOS ST. X J- maximum density to prevent further settlement. an ditches and storm drain facilities that are silted due to the Contractor's dewaterin efforts. Bedding � z Zz 15. All Contractors working within the public road right-of-way are required to secure aright-of-way y g 9 W.MIKONOS DR. 13 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. � � r 14. The and shall field-verify ail valve box lid elevations to assure the lid elevations PHASE 7 Z N o- match final street grade, & that all meter lid elevations match on extension of the sidewalk 13. The Ada Count Hi hwa District will inspect the trench above the ¢ � a N 16. The locations of existing underground utilities are shown in an approximate way only. Contractor Y 9 Y P pipe zone in accordance with Y 1 w?o g 9 PP Y Y grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign current ACHD standards. i i � �, o shall determine the exact location of all existing utilities before commencing work, The Contractor assumes c 14 i debris and to ensure that the locking lids are free of concrete from the collar pouring P ¢ o -� z all responsibility for any and all damages caused by his failure to exactly locate and preserve any and ail operation. 14. install sewer service fines prior to street improvements. � �� underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. o z® ® SITE P N2 � e- O 15. Flanged or mechanics!-'pint valves shall be located in the street, and fire hydrants are to 9 J Y 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental � 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) 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. N.T.S. from water mains. This requirement does not apply to catch basins or sand and grease traps. All gate valves shall be set as close (flange connected) as possible to main line fittings. 01 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Supplemental Specifications & Drawings to the ISPWC. Engineer. r 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot EL- I actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of - e� 10 these locations to the Design Engineer for use in the production of record drawings. own benefit prior to installation of other utilities to ensure the integrity of the installed line. risers and grade rings. The sewer Contractor shall field-verify the elevation of the top of the manhole D cri �� 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 twelve (12) inches �r �m v 4 _ap IN 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not test and finder wire continuity test with Meridian Public Works Deportment personnel in maximum of grade rings. SHEET INDEX limited to storm drain construction, trench backfill procedures, road way construction and concrete work. An Li x P Y Y attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the v work to be done outside of the 300' extended boundary of the project will require a separate permit test. Only water from the City of Meridion'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 1 1 - _ - - ----- �- + ® °` OF 5 T 1 TITLE SHEET it _ �, Q through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through test. collars per Section 502 per City of Meridian Supplements! Specifications & Drawings to the ISPWC. The .•--^ 7`se'1 i,l ®� ACHD Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction =paving Contractor shall contact the City of Meridian Public Works Department twenty-four (24) hours prior 2 OF 15 GRD-1 GRADING PLAIN starting. 18. The most current edition of the Cityof Meridian Specifications and Standards Book MUST be I ",,� a I Q P to pouring concrete collars. 3 OF 15 GRD-2 = GRADING PLAN & DETAILS on site at oil times. A stop order con be issued if the book is not on site. 1 - a ! q0 21. All construction shall adhere to the Geotechnical Report prepared b Materials Testing and Inspection, � EH O Q w P P P Y g P 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with 4 OF 15 LGT-1 STREET LIGHT P t L dated October 26, 2017 and Addendum No.1 dated July 19, 2019. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in � . �.� the field. Mark and construct service lines in accordance with Section 504 per City of Meridian the vertical wolf placed o1 the upstream side and rotated forty-five (45) degrees. Manholes Tess than 5 OF 15 ST-1 = STREET PLAN --i-' x cis � o P Y four (4) feel deep shelf have concentric cones. rr.Mrr � irG'�, Z CZ ROADWAY Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker 6 OF 15 ST-2 = STREET PLAN W.McMILLAN RD. � �L� shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the - - - ;� c 20. The Contractor may air-test all the sewer lines after backfiiling and settling of the trenches for his OF 15 ST-3 = STREET PROFILES 2 1. All Contractors working within the public road right-of-way are required to secure aright-of-way right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where u . _ _ LQ own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He I (� CL construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. there is detached sidewalk. 8 OF 15 SD-1 = STORM DRAIN PLAN 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 9 OF 15 S-1 = SEDER AND WATER PLAN & PROFILE 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe N FAWNR6DGEWAY u _tilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule W. AEGEAN DRJ N. DURMAST WAY W.AEGEAN DR.-- zone. with City of Meridian Public Works Department a minimum of twenty-four (24) hours prior to the retest. 10 OF 15 S-2 = SEWER AND WATER PLAN & PROFILE Ty 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 21. Upon the cam completion of work, the Contractor shall submit a set of "Record Drawin s to the W AEGEAN DR. ;`` `, 4 1 improvements outside the public right-of-way. P P g " c -�72E THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Engineer. 11 OF 15 S-3 = WATER PLAN & PROFILE ---- = _. ` 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 N. FAWNRIDGE WAY o I I V1 latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE 22. The Contractor shelf be responsible for locating and marking all existing service connections in - - Cr} L • CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL accordance with Standard Drawing SW3. 12 OF 15 PIRR 1 = PRESSURE IRRIGATION PLAN Q Lli I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 13 OF15 PIRR-2 = PRESSURE IRRIGATION DETAILS & NOTES �iz23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC � `v��.___-_.v.._ � � m ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES Book MUST be on site at all times. A stoporder con be issued if the book is not on site. 14 OF 15 DT-1 = STREET DETAILS - I E 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 15 OF 15 DT-2 = STORM DRAIN DETAILS E64 ate 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG VICINITY � Lt1 Works will inspect storm drainage improvements serving private roads, parking lots and other paving LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. W _ 1"=2000' P LOCATED IN THE NW J OF SECTION 33, M■■[ Cf3 improvements outside the public right-of-way. HIP 4 NORTH, RANGE 1 WEST, B.M. 7. Place all wafer valves, blow-offs and manholes so that they do not conflict with any concrete curb and TOWNSMERIDIAN, ADA COUNTY, IDAFiO �,� � � � gutter, valley gutter or sidewalk improvements. M � 8. The street Contractor shall backfill all sidewalks at the completion of the paving. STREET PLANT t `''`t.TEL�I SEWER L7'E D WATER � Elf z [�� O ~ 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on 11+00 0 the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 0+00.00 CeRterliRe Stationing �'"�8'S� Sewer Line & Station W Construct Water Line VUJ 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and 01-411"3--0 Sewer Manhole & Pie Angle include any area damaged by equipment during trenching operations. Concrete Vertical Curb, Gutter & 180` Install Double Water Service 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, Contractor Separated Sidewalk, per ACHD Supplement S.C. Service Connection shall replace the entire roadway surface. to ISPWC SD-701 & SD-7D9 Install Single Water Service 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel S.L. Service Length path of a lone. Matchline shall only fall in the center or edge of a travel lone. Concrete Rolled Curb, Gutter & S.I. Service Invert 4" Install Fire Hydrant Z 4). Flowable fill or imported material may be required if the native trench material is deemed O Separated Sidewalk, per ACHD Supplement A Install Cone. Thrust Block t��/' N 0 unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. to ISPWC SD-7Q2 & SD-7Q9 �8 S-�-- Exist. Sealer Line & Manhole `1Yd IL?I�I � 5 . Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction ,zw Q. begins. _ Storm Drain System with a Drop Inlet® Existing Water Line ti ® SCALE NTS 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the -12 SD and Manhole Existing Double Water Service -r m DEVELOPER ENGINEER INQ 1 DWG.DATE 07/21,/2020 ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD Boundary Line Existing Single Water Service �'IL CHALLENGER DEVELOPMENT ENGINEERING SOLUTIONS, LLP > PROJ NO 200421 Ell W assumes no liability for errors or deficiencies in the design. All variances from ACHD Polley shall be .� approved in writing. The following variances, listed by date and short description, were approved for the Right-Of-Way Line �. 1977 E. Overland Road 1029 N. Rosario St., Ste. 100 ® 0 project: None. C�_ Existing Fire Hydrant Centerline � Meridian, Idaho 83642 Meridian, Idaho 83542 Contact: Jeff Herman Kathleen M. Stroschein P.E. Q I- SHEET 1 OF 15 Lot Line Phone: (208) fi15-7003 Phone (208) 938-0980 � 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but ' J CL not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete Lij Email: jeffh@cbhhomes.com Email: Kathys@engsol.org Ly- I- I,- T work. Any work to be done outside of the 300' extended boundary of the project will require a �'- Direction of Surface Flow ® ® Q I,- separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, - 1 requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hours l.L Z prior to construction starting. SHEETS/200421-T1.DWG ''�3 ,v, �s ` : 2 c a"'i 2�-0 a c® E > w !! L_ a cs cs ; we - _ y 4 �!! ®� c ° ! ftft _ • :.:.. -0. y - .- ® W ! ! ! ` (D ® E®o o " v ! _ C �, @° ' o `2' (j c a ..?S �� _ ! if pp tt a c°= f�sa V V ram-+ ®.� U 2 `. g ! Q� c c b as y \.....:::: :::"........................:� � ! � �w u o �F ! ! r` c s � :...:.' :::Zs»... :�-- � � U,- Q o 1. .-...::::.: ::::::::'::".... ..... :......:.:::::: :: ` �� 0 ...- _Q �, o'® arc Q �. �• °• �... :: �.. c �, c* _ ?.,.. �- �. ...�� m v ms.. 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KARPATHO = _� �� I ZO c 2`'® - ® � '�®� Zy3® " �e �01 - - - - - - - - - - ��5 � ''� 4D ``30 0� 2 N F ! _ -ft EN N 4 -� oe• 3 _ ' �� ;� '� Sc :lye �'- I - - °- _ ®/e�-.- '__�_Y i �_ -� "�"._ '"! / �E� ..................�...... /! f � 5B- C-•� 77 -;:�: ,-; ` ._ \ / :t .- ! _ � _ � =� 5�°1° BLOCK B �-�� - - - - - - - - _ _ 31.9 pro" \� 1� ? ®®- �� 6 F. 2 O 2 3) Zi ® ®I f�1 6j a moo" mow. ® Cm e , ��jj�jQ�' - __ TQI - -- 3 ! ® 1 < �s%� Ge yTC �\ �� 30.9 �S�rI29 - i --,'__=-=Q �o,� ' S` a:' Z rZ � 'CDg _� `' 0.9 -�-' ---ASOP - ._---•1*+t--� }-�3Q-- - -- 32 G4 - TOE T -® _ ©® ___ !!! Q 1� r' pq 3 �- _ .j C3 V f- :t � UMtTS �' ��®a * - - ��. - � "'_ - TO - �oE `�.53400P i i � �� e .. � '� r_ E ' sr� 100 i ` �,�� LIMITS �5$ --.� ,�eL9 p-..._�`� '� ; TO4� -a.:� ® - i ' / `gyp>� t __ � . � s ! I : �-1 2Tf"1 �~ LIi�ITS ��X _~_~®�� --�� G -TE: ��. '�-r I r : _j ,--.%W <,-� 1� ,] ` pp R { 0 �0'. i � �� LIMITS !� �t� L53P L'' CD i e - 17 00 -1 l�� y� - - - __ � - � _ - L w ---�_--� �_ - - - - - I 1 -.I � -- --- -- � - {{ • .. -! i __ - - I <cI cr - - - - - - I�t ® i ! i h_.. [ ® ' ( {.............. . .. ................... .................... Ir LI�GI��'D GRADING KEYNOTES NOTES: �i of � Z a 25.0 Finished Ground Elevation G1 SEE GRADING DETAIL G1 ON SHEET GRD-2. 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE C ® 25.0 FL Swale Flowline Elevation G2 SEE GRADING DETAIL G2 ON SHEET GRD-2. CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH N (� INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY x 2524.99 Finished Grade (Back of Sidewalk) G3 SEE GRADING DETAIL G3 ON SHEET GRD-2. GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT � 0 1"=40' SCALE X 2535.O.t Existing Ground Elevation SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR LL HORIZ G4 SEE GRADIPIG DETAIL G4 ON SHEET GRD-2. FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. ---TOE- -- Toe Of Slope G5 GRADE AS NEEDED TO MATCH EXISTING (2:1 MAX. SLOPE) � LLI DWG.DATE 07/21/2020 - --TOP- -- T® Of Slope Or Grade Break G6 TRANSITION NEW ACCESS ROAD TO MATCH EXISTING AS SHOWN. 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT MIX -j > PROD. NO. 20042 P R TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. z ®...SWAE ---® Swale G7 GRADE TO DRAIN TO FIVE MILE CREEK. 0 W - -umrrs- - Grading Limits G8 REMOVE & DISPOSE OF EXISTING PIPE. 3. IN AREAS THAT REQUIRE FILL THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR S STRIP EXISTING SHEET 2 .••2520.............. ExistingGround Contour G9 FILL EXISTING DITCH PER NOTES ON THIS SHEET. GROUND AND BACKFILL WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI GEOTECHNICAL ENGINEERING REPORT • . rmmrt& . i FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 DATED JULY 19, 2019• W I- Imo-° --t:m- Drainage Flow Arrow CONSTRUCT 14 GRAVEL ACCESS MAINTENANCE ROAD FOR COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM GRU N.M.I.D. ALONG THE FIVE MILE CREEK AS SHOWN. SEE DETAIL SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO LL® Z � AR1 ON SHEET GRD-2. ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. /SHEETS/2002 GRD.DWG cc -0 E-a -0 E cc Q,. >2 0 5 > LU IL -2:5 a-- CL O-W - ® ®E C S-7E E LU C) 0 W 'ui 0 > CL 0.�O= 10- aoa 'L 0 80 a) 0 E 3g --. r--:- do m. FINISHED GRADE 00 0-2 0 Z < a,, 3 <-00 or- 11) 5: LD & FINISHED GRADE 40 20 o 40 80 120 U) 1'4-t-DJ COMPACTED STABLE M L) 2,:f,= z C OLu 0 E SUB-GRADE E 2 TBM#E7 E t SCALE IN FEET CHISEL'X'TBC L CL SEE PLAN VIIEW FOR ELEVATIONS C/) >, 0 -:5 ELEV=2532.55' M W o 0 0.1-1 j - -,g:?;--f.-g 00 GRADING DETAIL G1 -*;--5 C-1 8:t--z 181 ftft ftft 7.S m-6 jo �S..§f ftft CL , - W z 78 0 LL 8 -.3 E Z)_ �� ® � G5 ob........... _0� 31 W Z) .... LLj 17t- LU W Cl DE -2 67 ... ..... ASALrj a. z Cl CC CD ... ..... ........... 0 CL . Cn .......... 77 R ..... - z 51 < 'Oak,. CC . .. .... FINISHED GRADE a) ---- ..... ........ J299-7* SN < ig Uj LU it= ,n in L C, CD LU ......... ...... Uj WIVES 2 81, 117M 1 D&D ll.� VE ... . . .... .... <[ Uj 0) SUP, 32. GF ........... -8.... ... ...... ..... ......... ...... ....... 0 6%9 ...... COMPACTED STABLE .. ........ ..... .... ....... z ............. Ft- _j)Lin ..... .... .. - --- ----- ... .. .... ..... J= v .... .... .... .... ........m ........................ SUB-GRADE KIM[Iwo ... .... ............ ..... .... .. .... ....... ::-.::*:.-. .-: __ ... ::.. .. .. '.*-*........... 2, ........ ............. ........... .. ... ..... ..... 0 OR ... .............. --P... ..... -LAI.NBOUNDARY .... .... ... . ...... .. ..... ...... 25 .- ........ 4"COMPACTED I Tw ... .... ...........................-.7........ _4 -0jo 2531 2 8 8 .......................... ..... ....... ............... ...... ....... .. t'MINUS GRAVEL . .. ... ........... ... ...... ..................... ............ 7 -CC,dim .. . ....... .................. --'"2532_. . -'---2&V-.O*- - .... ..... SEE PLAN VIIEW FOR ELEVATIONS �J*z"I -4" .. .. ... 1�j' 0 ":.... .. ....... -.7-71...... 5 1 ........... ...... ......... .......... ................ N q.7--- DWS . 1:.... ... .:_ - - 2 W. ;z 0-t .............. ........ .... ... •............ GRAD G 6 5-t� 9-a 32.5 .... .. ... IN " DETAIL G2 Of... . ..... E : -.31.3 .. ........... N.T.S, 26 .......... .......... .................... 32.5 ... ... 30. FL . ........2- 5 27 ...... 19 97, ------ '?531 .............. 2532.04' y -3 232. .............. .......... I 1%1� . -- _L .�_ -- 2525 ........ 3 0 AL x Arse .........z. . �WA G6 ........... ..... ....... 2.3 .!ff- 31.8. ........ 296 FL Cc X 10, . .............. 32.30" • ................ .......................... - Uj Lij Lf_ ...... .................... .............. LLI 31.3 .2531.10 - 75F,297 .................. 200 D OF 529 0 ........... ......... ...... 2531.1 " 31.3 LU m .529 go .s t LLJ a- CL LLE C) C) C=5 V3 U_ CD LIJ 252 S- 41 5l lo, 10, m 0. < 0 = 8 2-1 W- 0 <�!AEG DR. CZ), 20+86.36iL2 SHED GRADE S LJ_ m o5 Cn C) Uj C-*) CD LU SLOP EXISTING W C-) m Uj PE VAR AEG 4A! DR. 11=11M ''. IES V)< LU Cn i I � 2-1 I I F_-1 I I I 1=1 I P=I I r-_I 1 r-_I 117-:711 r_-1 I r9-I i GROUND ff"'m - � C, .......................... .... ............%_2 ......- COMPACTED STABLE ...... SUB-GRADE n X _44 SA SEE PLAN VIIEW FOR ELEVATIONS 1 40 COMPACTED�ZA MINUS GRAVEL GRADING DETAIL G C,3 or N.T.S 121 1 0 Cz 5'mIN.____11 7j 6 C 319 < ao 1.21 mp 17�_ qj < m 630 1 00 CN tea °D rb I I o ;ITS Ld 0 L X IM W C). '....I...... ....... U_ 0 L LU CC 0 - 16, 3 5 LU 0- CL 05 cc 0 CD 0 3 < z in :!9 ........... 10 0 0 G4 TOP W Cz 00 0� _� e 6� 3- Uj FINISHED GRADE 10! UHTS 2531 .. ......... SLOPE EXISTING N So. LARIES FINISHED GRADE =1 I 1E.1 I JE GROUND r (L COMPACTED STABLE 1 SUB-GRADE SEE PLAN VIIEW FOR ELEVATIONS G04 GRADING N.T.S DETAIL G4 C0 < Z ENO Z m 06 Uj LU 0 z LEGEND GRADING KEYNOTES NOTES: ® 25.0 Finished Ground Elevotion G1 SEE GRADING DETAIL GI ON SHEET GRD-2. 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR LU Uj Cm 10"COMPACTED THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND C1 ® 25.0 FL Swale Flowline Elevation G2 SEE GRADING DETAIL G2 ON SHEET GRD-2. GRUBBING, WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, fit MINUS GRAVEL LJ-R ;;111110 x 2524.99 Finished Grade (Back of Sidewalk) G3 SEE GRADING DETAIL G3 ON SHEET GRD-2. UNDERGROWI-H, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEDS, FENCES, STRUCTURES, DEBRIS, VARIES z 04 0 X 25J5 01 Existing Ground Elevation G4 SEE GRADING DETAIL G4 ON SHEET GRD-2. RUBBISH, AND OTHER MATERIAL NOT SUITABI E FOR THE FOUNDATION OF PAVEMENTS AND OTHER GRADE TO BRAIN 14' 59 z 0 � z Uj 0 TOE--- Toe Of Slope G5 GRADE AS NEEDED TO MATCH EXISTING (2:1 MAX. SLOPE) STRUCTURES.I ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF (2:1 MAX.) 0.21 (AI < OFF-SITE. AT AN APPROVED LOCATION. I .*-1.5% SLOPE VARIES G6 TRANSITION NEW ACCESS ROAD TO MATCH EXISTING AS SHOWN. -TOP- - - Top Of Slope Or Grade Break 1 CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE, 11--::9 1 FEI I r--" ...SWALE P i��Zl I I Swale G7 GRADE TO DRAIN TO FIVE MILE CREEK. DO NOT MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO I FE1 I lEi I M I M I rE.J:I IEHI I I... 1 1-11 1 1 L (n I I FIVE MILE CREEK I-I F$I H:::I F-9 I EMI I Z Grading Limits GO REMOVE & DISPOSE OF EXISTING PIPE. ORIGINAL CONDITIONS. 41 1 1. 40 COMPACTED N 0 2520 0 6 ......... ............... Existing Ground Contour G9 FILL EXISTING DITCH PER NOTES ON THIS SHEET. MINUS GRAVEL c1q 3. IN AREAS THAT REQUIRE FILL THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP SEE PLAN VIIEW FOR ELEVATIONS Drainage Flow Arrow CONSTRUCT 14' GRAVEL ACCESS MAINTENANCE ROAD FOR EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI GEOTECHNICAL @ COMPACTED STABLE C\1 0 N.M.I.D. ALONG THE FIVE MILE CREEK AS SHOWN. SEE DETAIL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 14' GRAVEL ACCESS SUB-GRADE SCALE 1"=40' AR I ON SHEET GRD-2® DATED JULY 19, 2019. COMPACTION TESTING AND INSPECTION SHALL, BE PERFORMED BY A TESTING r__ LL HORIZ 0 LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE MAINTENANCE ROAD ® 0 DWG,DATE 07/21/2020 SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO >_ LIJ ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. (FIVE MILE CREEK) z j > PROJ. NO. 190501 0 (L SHEEN" 3 OF 15 IL 0 0 < GHU.2 U_ Z 0 /SHEETS/200421-GRD.DWG ....",,. _c C O -0 C N L Ir Q ®yEy N. o 0 LL a:Ej> m, (D -0{� 5 CL O y O Q !! ® ®D v c c �i U o O. L 4.0 yt u, c ` 0 �_ c c_®_ 3C] c_ ! ! 01 -a- -NNW ir u `o Qw 8„PrRR, !—!! ! 40 2f) 0 40 sa 120 II o s ®N � _ �_ �� o � #52104C 0 � �, n U _ n c 10 BLOCK 1 BQP�R�t \ ftft—ft-ft __ SCALE II�1 FEET I I �� Q f ! i _ !1— _;� y ®O c y ftft co ! aa —� IIQ > 0! o5 12 � Z F � ! t/ 13 0_ _� 91�� eR EK TBN!#57 ! ! - I z fl 0 V au8--N ` _ _ ., CHISEL �i V 9 s e. 14 R _� Q ELEV-2532.55 r. $ c a o BLOCK 115 _ o 16 —12" t 0 goy EG IV i R. Oxxxxxx17 — � � e 22—- ai12' _.a "`8"PIR - .S�ei' �/? _� �'s�-.""fi c a— `v oa v o ,F __ .,may 8 U � O al—� z AL 21 23 - /jj f (jf 9/( j f� ( 1 rr 4 -w.,�� G !. __ 3..a_•^s Gam.. rT .a I ct 1 , / / t 15 �� F co 16 ZO 25 BLOCK 1 26 ¢w _j _ � �:�� ®� rr� J :. 17 #xxxxxx \ (#XXXXX)D27 28 oow � 1 l f ..19 ` m� N f o UN (rtJtt !( a £ CV g �vwiw� �_ Z z Zd� 7 ".] 7 BLOCK 8 Q $ s j? ts I 11 V N o . 1 z rf( tl• m r V. ;;. �` -- _ 8"s Z #XXXXXx z m 4 V f 19 ,. 5 w , . 12PP ft r BLOCK 8 6AEGEAN DR. 12"W PP � Q � 8S (P 12W 7 #xxxxxx 1 ( '154287 ) II m 0 ro #X xxxX OD S LLJ -_ co ON 00 � 3 z Cl 0 BLOCK 9 .e 922 � 21 (#54286� 20 19 c� Q 60PIRR _ • 1 p c _ - 4- N K _ _ BLOC 7 ,� � z n 6 P{RR 9 '} z �j \ � QEmol 10I W C) STREET ]LIGHT NOTES � F r� vi 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DOME IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN LLi SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. F■o ® WW 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT 0 0 P_ https.//Cdizenportal.meHdioncity.org/C�zenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. LANDSCAPING NOTES LEGEND � C 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND �t ASSOCIATED WIRING. 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED PROPOSED TYPE V' STREET LIGHT w AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO ! ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. 4. STREET LIGHT BASES SHALL BE LOCATED 10 MIN. FROM TREES, 5 MIN. FROM FIRE HYDRANTS AND 2 MIN. FROM WATER METERS. #XXXXXx MERIDIAN CITE` LIGHT POLE NO. C) 0 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET ® C) ISTING TYPE 11 STREET LIGHT N TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A D COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR SCALE 1"=40' TO REQUESTING FINAL INSPECTION. c®'l 0 XXXXXx EXISTING MERIDIAN CITY LIGHT POLE NO. I ® DING.f)ATE 07/21/2020 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. J W PROD. NO. 200421 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. z 0 w SHEET 4 OF 15 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. Q �" ll! 9. THERE IS A i 0 STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. Q LGT— l 00 Q LL z ® /SHEETS/200421-LGT.DWG Occ O 99 -co h S / O aL+> W Q E C ��. O QU O O IFS eL.. E 0I S O C C ®n+ V) 40 o zr:V V N VD L O V m O SCALE IN FEET � � § � e.. n STREET O ITEM LIST ®- ®, _ .. - � V ® �w ............... -�............ c� ':� ITEM DESCRIPTION �-� �••r....'"'',�-. •.... 14' WIDE GRAVEL ACCESS/MAINTENANCE ROAD FOR N.M.I.D. c SEE GRADING SHEETS GRD 1 & 2 ADD INFORMATION. 7..... ........ ..0 251`�� ": .. .............. .............::::::.::::; GRAD FOR ADDITIONAL ® o s o . ...... ............ P.L. z c c <++ oa c> ® AS CONSTRUCT 5 ATTACHED SIDEWALK PER ACHD SUPPLEM TO ISPWC SD-709. O ® N_ � NC .Q .. �^�_ �, c rs cu :��..... c ® o = .....'..: '� - . .-' ..... ..... INSTALLE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN STATING L v �..` ..� ......:�- :.- :......:....:::.... ` " ":::: :: : .. THAT °'Bits ROAD WILL 43E -ENDED IN THE FUTURE-. COORDINATE SIGNAGE ACHD STAFF. ((( o o Q o a . .' .;..... ": Z ::::.. ...... ae w o GRA :........ :' : . : :.'° ^= :::""-... ® c� INSTALL TYPE If BARRICADE AT THE END OF SIDEWALKPER ACHD SUPPLEMENT TO ISPWC SD-1132A, PER a S2 AFL :...... �- .......�r� '?ram... o �. ® / NAN -.....:: :: •.....:. ........ 18.. �.. / '"" o - B2 MUTCD PROVISIONS SECTION 60.02. THE BARRICADE S INCLUDE A KICK PLATE AT THE BASE OF THE v- o o ti '�, ADFp ;,........:::".......:. ..... ..:... C/� - ....... . . ..:' ...:::--,,.: .. 2517............. ..... ___ ...... 2528 .... ... �� ` Acce� �� SIGN TO PROVIDE -I' _� - ........ '::: :.... ..: '`�_ :-•:�... B3 REMOVE AND DISPOSE CANE O ORCRE-USE EXISTING BARRICADE. ®y79 _ - --___ ?5..::::::: Cl CONSTRUCT CONCRETE VERTICAL CURB AND R PER ACHD SUPPLEMENT TQ ISPWC SD-701. �C C 2528.... r_...............-- - - ......... . ?527..........: - " `� \ -� �_ __ ry� �� "`-�" `'.. ........ --- 2528'".....- _ "`-___ ..:: .....:::::::::.:: ': •:•`, `....::::'...:::::::...........::::::: ::.. C2 CONSTRUCT CONCRETE ROLLEDCURB AND G PER ACHD SUPPLEMENT TO ISPWC SB 702. ® �o - �� - _ ~' ' c ZS2B .... .. . ...:... . . 9 C L O O $ O Va P � , DETAIL. - Jt� :. . ......:.- -.-- : .......:.':'::::: :�.... GURI C / - . . - �. :. -• .. "" ""'� .... -•-,...... � ............."."•--- CONSTRUCT 14 WIDE DRIVEWAY APPROACH PER ACHa SUPPLEMENT TO ISPWC SD-710C. � �o �•V :. .. -_........:.... '.:�'•---. •.....:::•.:.�..20::'--•-- �_.`.4 .......::;;,•,,;_::.:- :::::ii=-....�� D� .-__ ::"...:::•.... :"'' ."... 4i . • ........:::::: :.� DETACHED SIDEWALK LYING ADJACENT TO DRIVEWAY APPROACH S BE &" THICKENED SIDEWALK. 13 _._ ___.......... _ _ . .-� . .. Ni . \\�_ � : �2S2S:: ..-•-�..�`'_'''''�.�..,,. ...��::::..............:::::::: :.::::::::::.roe _ .. Z 2 : : :. :: -" :: - - = .. DS CONSTRUCT 5 DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. a 527. I ,1. ......-_ - ...... :::.- ��- FEMAFa OOD .. ..,... - . _ LIGHT. _ = / --� r p C V Bj . 23+47so ��D�K A'-"`"`; _•. .• •�-: :: :::::."::::_' '::::::::..:::::.::::::::: ::; _...... PLAINBO�NDnRY L2 INSTALL CITY OF MERIDIAN TYPE II STREET SEE SHEET L T-1 FOR HT � z�..... � ce ..--, MET LIGHT `11 2527.21± N2 4....... .. - ::-.... 8-�4 iu 42 - G .:..: _ :.. - PA CONSTRUCT 10' PATHWAY P ACHD SUPPLEMENT T - 0 y = MATCH EXIST. A� `1 PER D SU CEMENT 0 ISPWC SD 709. •�....� 28.38 .. t o •4 `o c 29 _ . S o > AFL ......::•....: ::::: �'`�.:__ l CONSTRUCT 14 WIDE PAVEMENT SECTION 25 BEHIND DRIVEWAY APPROACH FOR ACCESS ROAD. � e / B3 N1 -2S 2 �.. F �6� Ptp N 0+00 DS 24+14.80 6 : --. " ' -� FRO "" �' ` PAVEMENTSECTIONS BE 2 ASPHALTIC PA 0 10 CRUSHED GRAVEL. I; � �• �.�. - ,.a-- " - .. : : �1 - -_ •� '�.- .\ NMI . _ �•'`-=� , o _ \• 2527.50 8�..' �x A^ ......: r ;: SAWCUT EXISTING PAVEMENT (2 MIN.) FOR CLEAN E :" `- SC 24+84.80 2527.................... � ... �� _ SECTION (2.5±) o s s B3 R 2527.80 _ - ,/ ::: •�: VG CONSTRUCT VALLEY CURB C PER ACHD SUPPLEMENT TO ISPWC SD-708. f ® 25+54.� S�QCE CONTRACTORS EXCAVATE EXISTING DITCHES AS NEEDED TO REMOVE ALL UNCOMPACTED AND NAL 2528.10 •---..�.. i `a . . 25+95.02 - UNSUITABLE MATERIALS SO STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT / G2 1 2528.28 � ,` SOILS TESTING LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE 1 ��-` �- 226+22.24 N1 MATERIAL AT THE BOTTOM OF THE EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. 0 528.39 ` 23+47.80 ! �:. \` - `� CONTRACTOR SHALL FILL EXCAVATION STRUCTURAL FILL AS DESCRIBED IN THE MTI GEOTECHNICAL l 252,21 -, - N gy 1 , �II �•.. , _ FOR AEGEAN SUBDIVISION DATEDOCTOBER 26, 2017 AND ADDENDUM NUMBER 1 1174 c� � ENGINEERING REPORT O MATCH EXIST. ~-� / B3 `G _ ®� h DATED JULY 19, 2019. f / 1_ ( DS '`": •.: a • aw .DS 26+77 � N2 REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPES�14 t ` . 2528. 2 21 E �4Q 1 . . � �, ' � 0 1 / 24+22.80 N 0 /�j 2527.53 24+97.80 \� 27+3z.o4 /l 2527.8fi r W 4 .......... 2528.87 I{i ®o = � 9 / \C2'. ;.. 11+6405 ZSZB....... W R 25+72.80 : `'" . :' 24 3 0 f 2528.29 0 Z o S 2528.18..... C2 : : •''' !� ..' .. . I�I LOW POINT o m O .•"" 25+95.02 2528.28 11+48 50 W m = p 27+87 01 20 2529.11 11+06.93 �sg �t��t o ~ z z 28+18.52 PC 2528.59 2528.37 2528.38 5 STREET d.� i.0 S- Z 4 z o � J f 2529.24 a Z gE .`� DS FL=2528.97 10+98.23 :. 11+94.23 o c 17 26+97.19 HIGH POINT 2528.64 g' ® 2528.43 12+24.5a 1. MINIMUM 2 ASPHALT CUT' LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, �R // f 252a.a1 f 9 1o+3s.5o PC 2528.58 SD-301, SD-303 AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY c,) o jl / J 252a.97 10+44 DS -' 4j APPROACHES AND UTILITY CUT STREET REPAIRS) IN ACHD RIGHT-OF-WAY TO MATCH THE o z z f: _f l f FL=2528.70 L2 12+89.58 cnrc . f EXISTING STREET PAVEMENT SECTION OR TO i4S£ THE FOLLOWING: COLLECTOR ROADWAYS SHALL BE f f 2528.93 2528.88 . . a t " o f f 27+50 �-- _ � SP-3, 0.50 INCH NJ MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM WITH 4 OF 3� � � L z528.95 0` o = p2 0p 1 , C2 BASE AND 20 OF 6 MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS AND , SHALL BE SP-3, 1 `: � _ BLOCK 'L�" o a r- 0.50 INCH M PG 58-28 TWO AND A ( INCHES 2.5 THICK AS A MINIMUM WITH 4- of ``° I o,� °� `� �• ` - AND 14 OF 6- MINUS PIT RUN. USE WHICH PAVEMENT SECTION IS GREATER. floft C 627+87.01 _ ._. . . . ...... o ®, CONTRACTOR ALL COORDINATE G2 11+64.0 ... 4 -� ALL WORK UTIUL#TY COMPANIES INCLUDING BUT NOT UI TO DAIO POWER CO.,� ...2529 2528.29 F s,.� � 11+94.23 c*a ' 12+ LOW POINT , CO., CABLE ONE AND C RY LINK TEL EPHQNE c� a,I RMOUNTAIN GAS r r .02 � 2528.43to 28+26.38 0`ti / D i0+9a.23 ep, 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND o t� / / �► 2529.27 2528.6400 S ........ 'oFt X�x�� 10+33.67PC 12+17.26 UTILITIES BEFORE i EXISTING GCOMMENCING WORTS. THE THE CONTRACTOR CONTRACTOR ASSUM DETERMINE THE ES CALL RESPONSIBILITY FOR ANY AND �� $ 2528.9B 2528.54 ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL _ '� 13+02.97 / Ni Nt FL=2528.71 2528.95 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANYCo :. ; f 7 / 28+55.02 • 2529.19 EXCAVATION. °D \, ® o a, 2529.40 � F1=2528.92 � 13+ �= � I G43D 8RK 2521 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H REVISED FORco 28+86.01 PC CAL CURB} TRUNCATEDDOMES SIMILAR TO ISPWC SD-712. DOMES SHALL BE RIGID '. �. o 4 28+94.69 2529.53 INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND � 00 2529.57 C2 FL=252926 SHALL BE COLORED IRAFFIC YELLOW PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND00 g �' _.-,__ Z 2s+33.73 [CC/ANSI A-117.1 REQUIREMENTS. 0 . \ - 2529.74 - s DS �-- - 5. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR -- �-+- - g �, C2 COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS p� g / 0 DS SHALL NOT BE GREATER THAN 1.57 SLOPE. AS A REMINDER, SIDEWALK CRASS SLOPE SHALL L� �LI� / NOT DCCEED 2.07c; THERE ARE NO 'TOLERANCES" ALLOWED. ALL SIDEWALKS S MEET / <. :'.°gym. -••-•� �•� + , •,\ '�j �, ADA REQUIREMENTS. 6. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCH tN CURRENT OR RE o I �� a - =• � - ALL PER ISPWC RIGHT-OF-WAY SHALL BE SPECIFICATIONS. OVIVDE SOILS DATA TO°VERIFFYBNAA��MATERIAIA WITH THEE R ENGINEERED FILL P ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION � I F `. r:• �� 29+74.25 REQUIREMENTS O is 1 ,.... .. 'B2 REQUIREM 29+74.2 mg 5 ! 2529.91 INII 2529.91 __a�- 7. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS i END CONSTR. END CONSTR. AROUND WATER VALVES AS NEEDED. 19 I �` \ aft' Emo 8. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. CggqdBLOCK 7 FUTURE PHASE [� Al 9. SEE SHEETS SD-1 AND DT-2 FOR STORM DRAIN DATA AND ELEVATIONS. Fes[ �- 1 16+ .17 1- Lu 17 0o x f0 !� D STRUCTURAL NOTE: ACID NOTES: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. C ) EXISTING GROUND AND BACKFIll WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI GEOTECHNICAL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATE OCTOBER 26, 2017 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN FACILITY AND SHALE AND ADDENDUM NUMBER 1 DATED JULY 19, 2019. COMPACTION TESTING AND INSPECTION NOT BLOCK MAINTENANCE ACCESS TO THE STORM DRAIN FACILITY. LOCATION OF MAILBOX C-4 0SCALE 1"= ' S BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH CLUSTERS SHALL BE COORDINATED WITH ACHD. LL INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS 0 DWG.DATE 07/21/2020 �AS TESTS ARE PERFORMED. � pRCj. NO. 905 ® 0- SHEET OF 15 of 0 0 ST- 1 SHEETS/2CC421-ST.DWG EU � C V c-0- O 2. 2 /p C EU ® o > Y F ® �=> C L� UD (D E U G O_L ^uJ CL O 5(dl V Q J 40 20 0 40 80 120 / L T Q �![ O U N P/D O� �{/ •C CCl PJ t!x SCALE IN FEES E_ s •® E s •C•`D rU. O V Z m Qd STREET KEYNOTE M LIST � �e _6 Co�Qa ITEM DESCRIPTION C 14' WIDE GRAVEL ACCESS/MAINTENANCE ROAD FOR N.M.I.D. aE 2 t RS SEE GRADING SHEETS GRD 1 & 2 FOR ADDITIONAL INFORMATION. "g CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. 00 g o y CONSTRUCT 7' AT TACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-705. �- � v a o®� � o®� INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SO-11320 AND INSTALL A SIGN STATING � �a y RCL B s 1 : s-9 o w �, � �BQ� t T -THIS ROAD WILL BE WENDED IN THE RE-. COORDINATE SIGNAGE ACHD STAFF. ®a g o a cos `o s aD a c�..r. P 4 ® INSTALL 'TYPE If BARRICADE AT THE END OF SIDEWALKPER ACHD SUPPLEMENT TO ISPWC SD-1132A, PER 7®� 6 , 32 MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE v C I; ® ® + 647 , SIGN TO PROVIDE CAME DETECTION. s�oe s E0a� " ` ® ® � t 'I ( ` : �` 63 REMOVE AND DISPOSE OF OR RE-USE EXISTING BARRICADE C a. c o GJ o ftft I Cl CONSTRUCT CONCRETE VERTICAL CURB AND G PER ACHD SUPPLEMENT TO ISPWC SD-701. < 0 w R a "•\ �_ \� i c "= 1 �' - C2 CONSTRUCT CONCRETE ROLLED CURB AND G PER ACHD SUPPLEMENT TO ISPWC SD-702. v c ..:::....::::.:...: .... rx C4 CONSTRUCT CURB TRANSITION, CAL CURB TO ROLLED CURB. SEE SHEET DT-1 FOR DETAIL. .. .. .: c �U ° s o o-, }j 7 CONSTRUCT 14 WIDE DRIVEWAY APPROACH PER ACHD SUPPLEMENTTO ISPWC SD-710C. v DETACHED SIDEWALK LYING ADJACENT TO DRIVEWAY APPROACH S BE 6 THICKENED SIDEWALK. o t o N -�: yc � c :::::::::::::...-•• .... � jpB, fit .....-- �=�� -u.:.-.... �:�•:::�:::::::........::::::::::::::::�::::�:�, � CHISEL`X'T6C .. c+- -::::" '�� " FEMA FLOOD jQ" - CS CONSTRUCT 5 DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. Q+ o = E V . ....... F ..........:..: ::'�.. fLEV=2532.55 I Ali - o C si a-� c :: :....,...,... PLAIN BOUNDARY:.- ::"" ".::::.............: ::::::::: :.::: '�. o . ® t ................................. .. �`�. 18+33.61_ , INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET LGT-1 FOR STREET LIGHT FLAN. w ::::::....... ........... �`\, 'W . -..,.:•: ,_.... ^:'.: .::..::::::: ` 2532.68 VC± 18 00 t o o ...`` WING WALL r- Cffiv @� �. ..."``�:::=::'- :::::: r - n- PA CONSTRUCT 10' PATHWAY PER ACHD SUPPLEMENT TO ISPWC SD-709. :: \ 18+43.0 MATCH EXIST. o` c o oa �E % .. ...::::..:..... ......• TOP EL=2532.20 18+67.25 ° w H E f�4ffE�E" - ':::::::.:• � . :_ :.;: ....:........? /0 " • 18+33.61± CONSTRUCT 14 WIDE PAVEMENT SECTION 25 BEHIND DRIVEWAY APPROACH FOR ACCESS ROAD. o 0 6' ` 525.:::.... 2532.91 VC °! c FEMA FLOC 1s?6::.` :?s REGR4D 2532.68 VC± ® ` t • a • : : :. 17 ::._._2S Eq ® PAVEMENT SECTION SHALL BE 2 ASPHALTIC PAVEMENT OVER 10 CRUSHED GRAVEL, y C C _0 r 28..... VE�I4l( B3 : r MATCH EXIST. i I o s IV M "PLAIN BOUNDARY,. p� ::::::::::::'-.......-. : :::roa::::::::::::::::...-. --- .. . -2s v ...-.--� ::...... .......:: ::: EEKAS Sc } a .� Sr SAWCUT EXISTING PAVEMENT (2 MIN.) FOR CLEAN E. s a E �........... .... .."."`. .... ............. -.<" B BRIDGE � '--� ..•. •... '•: ".�' ......-. - ...-• .... - -.....::•-..."::-'-'.... '... -.. -.--•- s2O� �� ..-"-:..:'......•.....::;-'... 2532.922VC 26 SPAN x 12.8 RISE x 56 ® ` SCi SAWCUT EXISTING CURB FOR C CURB SECTION (2.5 -' _ ............. •.......:::::::: '.'A.»;:::-�:: �-�•.::::::�-....,._... STA 18+81.61 HP �� F P _ : PA G PER ACHD SUPPLEMENT TO ISPWC SD-708. - _ '�•.. 22�' "_ ' � ..?SZ"�=1-.... G$' 1` \.••.,��...._ T�'- 5 � :, �� t V CONSTRUCT 4° V � a :.. S:•- pE ,18+81.61 PT :: ELEV.=2532.91 .... :....... .` � .. WING WALL \ ?gyp:......::::::::.:..............:....o . _'z� ..... 2533.01 VC.... ..�' �- `.....' -- --- SEE DETAIL ON SHEET QT 1 � � �;, ::. .::... : '::::::: C1 18+50.21,-53.60 L - ` � � CONTRACTOR SHALL EXCAVATE EXISTING DITCHES NEEDED TO REMOVE ALL UNGOMPACTED AND ....::::: - ::':' HIGHPOINT - _ ::... ..; y ::::.:':.::":::'. _ ` UNSUITABLE MATERIALS SO STRUCTURAL TILL CAN BE P CONTRACTOR G' \'_ . . Ni �' :.... :. . _ o..........:::::::: .. . ..... ... �� .,.. TOP EL-2532.20 ` FACED. C NTRAC ORS HAVE AN INDEPENDENT - P .� `" .. . RE „ + SOILS TESTING LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE ..... 18+95.44.::::::::: :' � .. " 30 5'RAOEFf t Ni MATERIAL AT THE BOTTOM OF THE EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. ,.. 9 .•` 2532.91 VC':.."' -•.... •....:',^-::.:.. `f�• s M6CE CRE T _ II 75� syy4fE, 3r ........:::::::::::: :: : : "' �' V 6 r - 1s+61.s1 -.....EK4 NEEp CONTRACTORS FILL EXCAVATION WITH STRUCTURAL FlLL AS DESCRIBED IN THE MTI GEOTECHNICAL I1� 0 I m ' R ... `� T 5 - E I ENGINEERING REPORT FOR AEGEAAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 WIN -HIGH POINT ......... zs2� t DATED JULY 19, 2019. Z t I2 REMOVE AND DISPOSE OF MISTING IRRIGATION PIPES 0 �` r•.:.:-:"•:v' :...._: 10 �.2532.91 VC25:::::::` '•..jp6 �. <3 TOP EL=2532.20 23 PA' j _: �--�tE c "�:c.::,:' :. _ TpF .:....=== .. � 19+11.92 _. -iMNG WALL R_`C�c ?S ... 2532.80 VC :. :19+18.14,-5225 -:::::. Fx. GRADE BRK DA - ::.• �,. - t.. TOP EL 253220 ..--�.:..::•,':-"-.... _..............._. N1 .::.. ... 9cce _ -_. ,' "......:::::::.: _ '1,.�-,,.........:: : ,"" E- ::::.."`ice•.... 11+ 4.0 Z528. .. - ss�,� _ 3 ?S?s ::::' ::....� FEMA FLOOD ®� 24 �; _ _ PLAIN 60 DARY. TO .• _ �... . ....... 2528.29 �`'� _.... .: .._ 19+11.92 :^ :: ::. ..." 'T0B::• t - 2529 19+37.92 _. :., ....- 5.. :?S1p: :.'.......:.:::::::::....... G ••::::: :" ::'... o... i9 •::: ....... S LOW POINT -'_ #' 2532.80 VC '?S .. . •.::::::::. --257p •• z O 2532.41 VC y ...... . �, ........:::: ll S1' .:.:.....:::::. _ .. III '•. -- - - �.. .. .. ..... GRADE BRK_ m 11+48.50 J w �� R - 2 OAK _ �� •��. - 2528.37 11+81.75 19+45.32 PC, ... s° 14 ....19+37.92 �............ 2528.38 •••..:.�.: - ...__ 2532.�vc :....... ... " ►vE( _ STREET NOTES: z Ni -_ „' 2532.41 VC j- :: ORF-- ?521:: a s 11+9423 26 .,; _ g .... EyANC - 2528.43 '^r .. . 1z+24.58 27 �, .._ 1 - `': 1 ' is+45.32 PC ;�-•. 2521 ................ 1. MINIMUM 2 ASPHALT CUT LINE. ALL ASPHALT REPAIR S MEET ISPWC STANDARD DRAWINGS o 1 - '• • < _; 2528.58 19+81.19 PT _ 1..:- SD 301, SD-303 AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY � �o f .. 2531.77VC Ci •�..'_� __�_ ---- --- � " ....:=•.2525.:::.::::....... a h Y ....:....... ..... • 19+81.19PT '`., _ :.:.:....:: RIGHT-OF-WAY z L2 _ 12+89.58 ®S Q _._ _- Ex.Access Rd.. - ---_-_ _ _ _ _ APPROACHES AND UTILITY STREET RSA HD RIGHT AY T T THE C3 Z z W 2531.77VC ?S _ . 2529 .. a W _ 2528.8s $ 9:` -___ �9 --`------ -____ter.-•-.... ---_- 'swq� _- _ -- _ --- EXISTING STREET PAVEMENT SECTION OR TO USE THE I FOLLOWING: COLLECTOR ROADWAYS SHALL BE Z �, �.,. 20+39.86 PC 20+41.86 Pc_- _--____ _-- _: _ ___ SP-3, 0.50 INCH 01 MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM WITH 4e OF �� N Z J m 13+07.84 2530.90 VC ®� Cl 9.'. 2530 89 VC N1 ` DAD SP- W o Z ii PA - - ' ' _ 2O° OF 6� MIN -.. E AND US PIT RUN LOCAL RESIDENTIAL ROADWAYS AND , S 3, �- _ {` 2528.97 FL=2530.42 --, Z :............-:::....,.- _ ,.... 13+76.72 - .:. ' AFL=253a.41 \` 0.50 INCH 1 MIX, PG 58-28 TWO AND A HALF I INCHES 2.5°) THICK, AS A MINIMUM BE 4® OF _ 2529.29 F' GRADE BRK �" :: GRADE BRK ..,...,.......... �: )4® BASE AND 14' OF V MINUS PIT RUN. USE WHICH (PAVEMENT SECTION IS GREATER. t 2529.60 14+40 49 ._ . .. ,;:._,. 14+60.85 15 (f� 11+64.05--. : . 2534.20VC 252 �s?9 i 2, CONTRACTOR SHALL RETAIN AND PROTECT AIl. EXISTING UTILITIES, IF NOT SHOWN. COORDINATE DS 2529.69 ._ 29 2528.29 .-•• o ... _ . FL=2530.49 9 f t I t .... Z� 11+9423 0 Co 252 II V��',aJ fl ��t� � CO., IDAI dO POWER C , �' FL 2529.72 , • .. . � i ALL WORK LlLITY COMPANIES INCLUDING BUT NOT LIMBED TO ®. Low POINT :" AS mi, I 16+2484 is t INTERMOUNTAIN GAS CABLE ONE AND CENTURY LINK PHOEBE 2528.43 x . . . d , -. ; r2530.78 (( 0 It a' y; t } 'a . w . _ u 2528.64 3 �, . FL=253026 3. THE UNDERGROUND UTILITIES SHOWN HAVE B LOCATED FROM FIELD SURVEY INFORMATION AND Go �o°t AS 16+40.51 J t; EXISTING DRAWINGS. THE CONTRACTOR SHALL MINE THE CT LOCATION OF ALL EXISTING 00�% C 12+1726 �_ o C2 1' °q '"; 62 2530.87 f t_ i UTILITIES BEFORE COMMENCING WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ®ALLJ 2528.54 L2 ' d W. ®�• o C4 Q_ C2 END CONSTR. ::' I t ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL. Q 13+02.97 + -�- - 20+86.36 VG 0.77% C4 - - U3 2528.95 C2 ., - t t UNDERGROUND UTILITIES. CONTRACTOR $ CALL DIG LINE AT 1 800 342-1585 PRIOR TO ANY 1 .. • C4 Bi �cQr '�-\ ; Q I t EXCAVATION. zz ® - c�a' C4 N _ 2528.97 • _ :.... T er d ` t Q .._.; o ____-- 4. PEDESTRIAN RAMPS: CONSTRUCT PS PER ACHD SUPPLEMENT TO ISPWC SD-712H REVISED FOR 1 2529.S :- - ..-.. .. ° .. ........................................................ + ( 0 a, ".�� •- ... :. '.. :. .•:.: � ...-, •• •• + o.51 .............. VERTICAL CURB) WITH TRUNCATEDDOMES SIMILAR TO ISPWC SD-712. DOMES S BE RIGID " ® - INSERTS WET-SET INTO THE CONCRETE (CONCRETESTAMP & ADHESIVE MATS NOT ALLOWED AND �Ic 14+40.49 15+23.84 PC •. - AS B2 253087 t t o 252s.s0 DS 2530.20VC :' END CON ._•• t t SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIANPS MUST MEET THE LATEST ADA AND 14+51.84 FL=2529.72 : ' 19:u PC `- ' 2530.97 C \ `' IC SI A 117.1 REQUIREMENTS. ;' �� t 2 2529.65 - +32.86 PC _ - FL=2530.49 ® - - - ..•• ........... 5. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR ® C ......................... .... 2530.44 Vc...:-- <... 50 ROW ____ - - - - - - ..-.. t o. -21+30.86PC t COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS FL=2529.96 36' -2530.45VC ' - _ - - - t t FL=2529.97 _ - _ ~ - " `'��o E j SHALL NOT BE GREATER 1.5r% SLOPE. AS A REMINDER', SIDEWALK CROSS SLOPE SHALL HIGH POINT as , ° PA t NOT EXCEED 2.0%, THERE ARE NO "TOLERANCES* ALLOWED. ALL SIDEWALKS SHAD MEET 5 5 SW ADA REQUIREMENTS. �J . ClC BLOCK 9 1 � L _ _ _ _ _ _ , - _ _ ) � 6. ABANDONED BUILDINGS, TEST PITS DR WATERWAYS LOCATED WITHIN CURRENT OR RE - - - _ _ t i RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NA SOIL AND BACKFILLED STRUCTURAL FILL 2530.4 VC 21+ 1.21 :fir + I I PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE LOW POINT 221+9121 53014VC I i i REQUIREMENTSFOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION •• LOW POINT TESTS. DS t t <.::. TR.- - - { : I............. 7. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS e` AROUND WATER VALVES AS NEEDED. 62 PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF � 22+30.79 , I i COMPLIANCE POLICY AND EXISTING PAVEMENT MARKINGS. Bi 2530.33 VC s B2 END CONSTR. i 9. SEE SH SD-1 AND DT-2 FOR STORM DRAIN DATA AND ELEVATIONS. i�■al I- € HASE 22+30.79. 2531 FUTU' U PHA U/r'g1� i i IMF scc 2530.33 VC \ I END CONSTR. - i ZLLJ { 1 BRIDGE NOTES: STRUCTURAL L NOTE �(� 1. CONTRACTOR IIS VERIFY TOP OF BANKS DIMENSIONS, WING WALL DIMENSIONS (WING WALLS SHALLco HD NOTES. PENETRATE 2 MINIMUM INTO TOP OF BANK LINE) AND STIFF LEG DIMENSIONS, PRIOR TO ANY WORK Z 1. IN BUILDABLE LOTS T REQUIRE FILL O I-FOOT DEEP THE CONTRACTOR S STRIP 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. OF THE STIFF LEG BRIDGE. Q t EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI GEOTECHNIGAL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOSER 26, 2017 2> MAILBOX CLUSTERS SHAM NOT BE LOCATED ON TOP OF STORM DRAIN FACILITY AND SHALL 2. CONTACT ACHD CONSTRUCTION DIVISION AT 208-387-6284 FOR INSPECTIONS. AND ADDENDUM NUMBER 1 DATED JULY 19, 2019. COMPACTION TESTING AND INSPECTION NOT BLOCK MAINTENANCE ACCESS TO THE STORM DRAIN FACILITY. LOCATION OF MAILBOX SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH CLUSTERS SHALL BE COORDINATED WITH ACHD. SCALE 1"=40' INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS ® ® DWG.DATE 07/21/2020 AS TESTS ARE PERFORMED. LIJ � > PI�GJ, TLC, 20042 z O I� SHEET 6 OF 15 LL 0 0 < ST-2 SIHEETS/2642 --ST.DWG scz 2 - 0 23 60 24 00 24 40 24 80 25 20 25 60 26 00 26 40 26 80 27 20 27 , 60 28 00 28 40 28 80 29 20 29 60 30 00 � o� �N c NC,42536 CL 40 20 0 40 80 120 �` v f��J � V. M t� � : B[D CV CD N Q -H -H CN cq c6 c° + SCALE s FEET U Qj ®�C4 HORIZONTAL SCALE cn 2532 II ! v � � 532 ej ov sN`-N- + - U800. G2 <3 4 2 0 4 8 12 � .N A C U z ¢ a FINISHED GRADE ¢ AT CENTERLINE — ®®— ® ®.43q I v.t aQ 0.437 ®—_®® �- -� — I 0.43 ®® -- - --- - —® — c 0.43% — _ ®ewe�_ S IN FEET Q �, A 0 0 2528-- —®— _ _ _ _ —® ® — ®� ® _ 2528 VERTICAL SCALE � � � e EXISTING GROUND 0 � Cfl eY c) o b O f!] s AT CENTERLINE c i C O GD 9 d � W L r 2 252524 a y 524 � � ' v_! n� O � c®g$ ®O ! — 6 .o W. G DR. N. D ST AY` Q o �y G QEQ® Q V W W W 4 0252 524 2 � 20 � 2 � ZvQ os ooLNc y-aa, o- �co co I I I I I I I I I I t� NI Mt Nin t � M N N N N tc)QI s Nv^ ° I N 1 I Lo ^ i 4: .Lo ai 'i`P„>6 �O C6 O .s,Nvc 00 OS ®® d < c A 04 Ca CO CV ti c� CN cV Ca N N CV M c"- fdS !7 ada E) t[1 tt3 d7 fE fS els LLO t ) to ll td?N r c c N N N NN * p �� N y VN � 4 Ca Ca CN Ct Ca CN C4 CV 04 C4 04 Ca Ce O o 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 U A > � Q Do, 17 20 17 60 18 00 18 40 18 80 19 20 19 60 00 20-740 2 �-80 21 20 1 60 - 00 22 40 a o = 254 2540 y d` N flyi o r _ U y' -H a Co CC) CCs _ o cq O CV WM M + N '�' t!'yL� n C4 m co I cg ® y � � ® + ¢t7 Cis i 1fI r Cfl o y ea c s d� M M 00 CN 00 s— tsJ 4!s M 00 ® wig a "' os a> ¢s 253 � � .- � � � II --+ � Go � � °a c>rPT-10 2536 � o a r � E —t "� li {- M Q cc Cat d-. t` Cet -j Cn Li r "�'b I I• n M 00 n CD ®� Lei Ca 15 20 15 60 16 00 16 40 16 80 17 2 ' a69 -0.69� s ` N w FINISHED GRADE � N It � MAL 254 2540 0.69% — ®— a•48� _a.48� 3� AT CENTERLINE i o N � ��,� �UVI, 'Cr 2532 ,EL=31.57" 2532 �d . �., t i E� 30.40' DECK 1, I -0.507, -0.507, cn r I BASE FLOOD 6®PIRR WN SLV 253 — A Q 2536 _ - —_ —— — �� I C� et• ELEV=2.528.1± - - �— � M. o f M 252 Ln co 2s.oa° I EXISTING GROUND 12 SD 2528 Lo i I f f AT CENTERLINE AW31lWiVA C-90II ¢ ' c� ' �1 II ¢ s ®®¢ J 27.6T Wwz 1 oo � NORMAL 1 . C 253 2532 Qm� I O 53� 252 HIGH WATER , 2524 =W m z ® 3 > w [/D 6 O G? I I =s c x r d fQ a FIVE MILE CREEK S z w EXISTING GROUND 6 J z 252 2528 1 DITCH BOTTOM �w FINISHED G E AT CENTERLINE 252 �—ELEV.=2519.6± c z AT CENTERLINE 2�20 `n 2 a W. AEG AN DR. I =Wz8 ELEV.=2517.6± III o Li I ELEV.=2516.6± 252 2524 c 2516 LL- � q- 22 251 c � Qw t 1 W W �- 0 M 60 LF 22'x 0.375°MIN.�' j �s j r j STEEL SLEEVE ELE�B.=2513.6± � V) to^I N, :ft 0 N H N cue! N N 1 ® � MC0 12`W V 00 15+20 15+60 16+00 16+40 16+80 17+20 251 2512 ' LLJ N. FAWNRIDGE WA..AV co �: Wiz® � ¢O 0 250 F � � � 254 � U C9 C7 C9 r 7 tf3 CC1 00 OI Cis CA OI C C ) C> 1114 I C> I u-. t� CL) Cis tl'9 O) M CIO CC) ct' N CV C� C� c I ! 1 ni CN ! CV N N O o© o� O O C D p 0 O'C� O Col 0 "� M ~� M M ^� M " M N M N �j N "� � " Lf) N h h M M M M M CL N N N N N C N C N N N N N N N C N � N N N Lo CNI N 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+4 9+60 10 00 10 40 10 80 11 20 11 60 12 00 12 40 12 80 13 20 13 60 14 0 0 14 40 14 80 15 20 15 60 16 00 254 2540 253 I `� 2536 '� uj ®� �® ® CS 00 � M t` O� p ` + Lo CN C-i 06 C� M M + CD cis ei- OCT I t eJ°o Cot 3 } Cr's 04 g � Q �LLJ � � � c°Q�taad I o � N ! ¢ . n �`¢ I� t� ¢ II + Cat + ara r T f is E,t 253cn - ® 2532 Lij ` I— II �`-- �� ¢ FINISHED GRADE ! oi I 1 �. 11 �2®Oq y AT CENTERLINE I I 0.47% z 0.47% —0.537 0.47% _ ®® _ 0.47� _— U I-- I.it 252 EXISTING GROUND 2528 ` AT CENTERLINE (� I I � 12u Sg AWWA C-200 0 2524 r 2524 c� 88 a f3 9 W. E DR. Is LL SCALE � HORIZ 1 VER4 y 1 0 M&DATE 07/21/2020 252 2524 > PROD. NO. 20042 W w W s I I I I I f I I I I I I 6 I I c I I M I I ® I a, I d. I M i I I CD I 00 I c® I tes I M ca I� SHEET 7 01° 15 N o �'.00 `� cca M 0�9 as "� r "� sr ° e® c� `n O '� M , L—_2oo I o� of o� o of ! N N N C6 N 00 N N o6 N c6 coN N N N CD N N N C> N C� Cat Cat .Cat C®t C�! S Cat tc� CV Cat V7 H CAI Cot H M M M �' N N N N N N N N N N N N N cq N N N N ff I® 0 < 9+ 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 ® Z ST-3 SHEETS/200421-ST-PRQ.DWG _..... __........ . ... _ __.. _.... ...__ .. -- ..... ,,....w w. a I® ; > Qa8' ® gar QD ysB a N � V! ��A .�d T L m > > d ® en C O � y{ 40 20 0 40 80 120 U L) L L N_ _T O-- �1 a, acc ..:: � w+� N c._ 4i + OD'Fa /�¢+�t s•+ d U ® ay N �fi �_ w O.0 O O c Y- SCALE IN FEET �4 /�� = N m'0 0- iV' L -c Q v .® a E v cc z a � a1 c 1 C•at Q CJ O "T U O Q uj ®5,-CS N 79 7v � 2 O va+ mA Z 0 0 in so 8LL �a�•- o o f®l o co N `x L) c � e� v _ STORK DRAIN DATASTORM DRAIN DATA > w _ _�''-- --__ - -` � -'__-`_ _ ---`� (SEEPAGE BED 8} � 0 o y _ ccess Q <' � -� �� --- �- --� � ---� (SEEPAGE BED �9) U�� o 0 'moo CL `��- _� DI #D ! _ z^ �L ``� �� \ Di ei 0- 0 08 . ® c 8 cn CL STA. 21+91.21, OFFSET i 6.s 5 RT _ \ � = ''~r0� CL STA. 11+64.05, OFFSET 15.25 RT C) -t 0�A87 DROP INLET, TYPE €, ACHD SUPPLEMENT ® - e DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD-601, WITH 1' SUMP _ �wA� , �_ TO iSPWC SD-604A, WITH 1' SUMP r:a GRATE= 2529.66 _ sD -15°� =24.E �~. OR � GRATE= 2528.02 3= _ • 12" INV. OUT= 2527.20 _ � N " ` \-_� --_ r c8 \ ��E 12" INV. OUT= 2525.40 � �a� 8�o >._ s i C-90C PVC S=-0.46� TO DI � __ _ -� - Oe- _ �_\ . OF 12" AWWA C-900 PVC @ y C 32 33 LF OF 2 AWWA V - _ MW#2D 29 30 68 ~ Ex. recess `` 4•_ _.,r_E=243b483.7 �� ® _ - _ S- °� ICI X a C E V $2 Q(2)= 0.62 cfs V(2)= 936 cf = _ o ® � o c c z ' 18°INV-24.Q0 W. AEGEAN a. Q(25)= 1.64 cfs V(25)= 2484 cf �� e �' 22�'~- Q(2)= 0.56 cfs V(2)= 796 cf o DR, o + - Q(100)= 2.58 cfs V i 00 = 3456 cf _ = + _ �r-- SG#10-OUT 20+ss.3s ( } \ ' Sw� Q(25) 1.50 cfs V(25) 2111 cf o t ®o an STA=21+39.5fi _ 1 ' y e RIM=2530.55 �\ 18 �. -�. a a,-' �- Q(1o0)= 2.19 cfs V(100)= 2938 cf _ �-- 5. Di #V -�� _ CL STA. 21+9 i.21 OFFSET 16.75' LT ° _ _ Di X • DROP INLET, TYPE I, ACHD SUPPLEMENT 101.00 LF 18 PVC, 17 0.5 LF 15 CL STA. 11+64.05 OFFSET 15.25 LT a, 12.67 LF 12°PVC . { �_ @ 0.00% @ 0.58% - 0.3 134.00 LF 18-PVC TO ISPWC SD- WITH 1' SUMP \ � ' @ 9 17.00 LF 18 PVC @ 0.00% MH#10 GRATE= 2529.66 (Top Half Perforated) \` DROP INLET, I`�, ACHD SUPPLEMENT a0 0.00% (fop Half Perforated) ® `�, TO ISPWC SD-604A, WITH i' SUMP STA=21+60.81 ', 12 INV. IN= 2527.05 (FROM DI U) 21 So3 23 1 GRATE= 2528.02 55 _ � �ZS�°� d RIM=2530.45 _ 18" INV. OUT= 2526.95 (TO MH #9) 13.6K �'`~ 12" INV. IN= 2525.20 (FROM DIW) ��'� 26.39 LF 18°PVC ° - 18°INV=25.75 @ 0.19�® 17.00 LF 18°PVC 8.67 LF OF 18" PVC @ S=-0.58� TO MH #9 SEEPAGE BEd#9 �"��\ 15" INV. OUT= 2525.10 (TO MH 11) @ 0.00% 14.93 LF 18"PVC 1071 x 13.5°W x 3.8'D 3.89 LF OF 15" PVC @ S=-2.57% TO MH 11 o STA=21+9 21 * I Q(2)= 0.62 cfs V(2)= 889 cf @ 0.00% MIN.ELEV.AT BED=2528.8 24 0(25 . cfs c Q = 0.52 cfs V = 702 cf ��' 5 GRATE=2529.fi6 = 166f V25 = 2360f 2 2 0 XN' ...� 18°INV=27.ib ) ( } ( } ( } �. TBC=2530.14 $ Mw#26 Q(100)= 2.45 cfs V(100)= 3283 cf 20 SG#11-OUT Q(25)= 1.39 cfs V(25)= 1853 cf MW#2A # 21+ 1.21 N=721250.0 sTA=11+60.02 Q(100)= 1.94 c�`s V(100)= 2592 cf RIM=2528.49 82° 82' SG#12-OUT N=721238.1 E=2436033.8 , } W SEEPAGE BED#8 ®Q e E=2435827.4 � 134.00 LF 18°PVC I STA. 21+91.21, 28.0' LT �•------s STA=1 i+71.70 I 140'L x 41 W x 3.9 D ® " 2.25 LF 15'PVC r-- RIM-2528.49 W 32.33 LF 12,AWWA � MIN.ELEV.AT BED=2530.90 (Perforated) 48 0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO 10 @ 2.22% • MH 11 W C 900 PVC @ 0.46°!® 1 o MH#9 ISPWC SD-611 MODIFIED WITH A FIAT LID W/2' SUMP N STA. 11+64.05, 21.73' LT o tg DI#V STA=21+91.21 RIM= 2530.29± (MATCH SIDEWALK) / „, 48"f8 STORM DRAIN MANHOLE, m N W z STA E 21529.66 RIM=2530.29 18" INV. IN= 2526.90 FROM DI V � +64.05 � SUPPLEMENTAL TO ISPWC SD 611 MODIFIED Z o g m GRATE=2529.66 \!, ( � ) - `! STA=11+64.05 � , Z z TBC=2530.14 8.67 LF I PVC 18" INV. OUT= 2526.80 (TO MH 10) �a RIM=2528.37 WITH A T LID W/2 SUMP Z a - Q " "y ©® ®F`• x - 5.81 LF.$615°PVC ~� a g •` - @ 0.53� 26.39 LF 18 PVC @ S=-0.19�® TO MH 10 b �� @ o % RIM= 2528.37t (MATCH SIDEWALK) e, \ \ 15" alb. IN_ 2525.00 (FROMi )I) W o o D a W 15" INV. OUT= 2524.90 (TO SG 11) S o s MH #10 \ y .�1• Mw#2c o 2.25 LF 15" PVC f� S=-2.22� TO SG 11 STA. 21+60.81, 28.0' LT / 29.33 LF 12°aWWA N=435464.4 15" INV. OUTT= 2525.40 (TO SG 12) m m C-900 PVC @ 0 6$% E=24354&4.4 3.89 LF 150 PVC c CD s CD 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO �o� DI#W DI#X @ 2.57% a 5.81 LF 15" PVC @ S=-0.86% TO SG #12 W o s ISPWC SD-611 MODIFIED WITH A FLAT LID W/2 SUMP $k5 STA=11+64.05 STA=11+64.05 a RIM= 2530.45± (MATCH SIDEWALK) o GRATE=2528.02 GRATE=2528.02 " _ TBC=2528.29 1 I of 18 INV. IN- 2526.75 (FROM MH #9) o TBC=2528.29 SG .1 0 12" INV. OUT= 2526.65 (TO SG 10) STA. 11+60.02, 28.0 LT (OUT MH) o0 12.67 LF 12 PVC @ S=-0.39% TO SG #10 1 1000 GAL. SAND & GREASE TRAP w M 18" INV. OUT= 2527.15 (TO SE #8) RIM (OUT MH)= 2528.49± (MATCH SIDEWALK) 17.00 LF 18" PVC @ S=-0.00% TO SB #8 00 15" INV. IN= 2524.85 (FROM MH 11) 00 01 TOP OF BAFFLE OUT= 2524.75 18" INV. @ SB #8 m 2527.15 18" INV. OUT= 2524.00 (TO SB #9) Li z 14.93 LF 18 PVC @ S=-0.007 TO SS #9 SG #10 ® - - �_ - - 2 18" INV. @ SB 9= 2524.00 8Go STA. 21+39.56, 28.0' LT (OUT MH) WQ 1 STORM D ® SST 1000 GAL. SAND & GREASE TRAP Go RIM (OUT MH)= 2530.55± (MATCH SIDEWALK} 1 -�! (PRE-DEVELOPED FLOW To MILE CREEK) 0 Cc MN RInON 12 INV. IN= 2526.60 (FROM MH 10) SG 12 fteCl TOP OF BAFFLE OUT= 2526.50 " STA, 11+71.70, 27.3' LT (OUT MH) 0 SD1 NOT USED. 18 INV. OUT= 2525.75 (TO SE 8) 17.00 LF 18" PVC @ S=-0.00,9.' TO SB #8 1000 GAL. SAND & GREASE TRAP ® s RIM OUT MH)= 2528.49t MATCH SIDEWALK) SD NOT USED. 18" INV. @ SB �8= 2525.75 15" INV. IN=)2525.35 (FROM MH �11} CONSTRUCT BRAIN ROCK TRENCH 2' WIDE x BED LENGTH. TOP NV 8 OUT= FROM 5 SD3 D TRENCH BELOW BOTTOM OF SEEPAGE BED TO BE 1-FOOT INTO i O INV. OUT= 2OUT= FREE DRAINING MATERIALS THAT WILL DRAIN A MINIMUM OF 8"/HR. SB 8 SEEPAGE BED PER ACHD STD. DWG., BMP 21 173.86 LF 15" PVC @ S=-0.58% TO END @INSTALL END SECTION 140'L, 41.0'W, 3.9'D SECTION @ FIVE MILE CREEK TRASH RACK AT END OF STORM DRAIN PIPE TOP OF BED (ROCK)= 2529.40 15" INV. (END)= 2524.00 CONSTRUCT 5-FEET WIDE RIP-RAP AS NEEDED FROM END SECTION OF BOTTOM OF BED (ROCK)= 2525.50 SD5 STORM DRAIN PIPE TO FLOW LINE OF EXISTING DITCH. 134 LF 18" PVC (TOP-HALF PERFORATED) @ 5=0.00% FROM 'SG 10 SB �9 ( } SEEPAGE BED PER ACHD STD. DWG., BMP 21 134 LF 18" PVC (PERFORATED) 107'L, 13.5'W, 3.6'D Imo. @ S=0.00% (FROM MH #10) TOP of BED (ROCK)= 2527.30 Emo BOTTOM OF BED (ROCK)= 2523.70 cc z Z EXTEND UNLINED PORTION OF SEEPAGE BED 101 LF 18" PVC (TOP-HALF PERFORATED) ®TES: 1-FOOT INTO FREE DRAINING SOILS. @ S=0.00`� (FROM SG #11) ONO APPROX. FREE DRAINING SOILS ELEV.= 2525.7±. �j DRAIN FACILITIES. 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM ND 2' WIDE UNLINED ROCK TRENCH !l�� ► � GROUNDWATER= 2525.4t 1-FOOT INTO FREE DRAINING SOILS. 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN APPROX. FREE DRAINING SOILS ELEV.= 2523.7±. SYSTEM. (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) MONMRING WELL CONTROL � 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF CONTROL POINTS NORTHING EASTING GROUNDWATER= 2523.4± UNDERGROUND INFILTRATION SYSTEMS. CONTRACTORS NW CORNER SECTION 33 723226.2 2433613.0 COORDINATE (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) � WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO W 1/4 CORNER SECTION 33 720,592.E 2,433,587.9 co BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. Z 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. SCALE 1'=40' DWG.DATE 07/21/2020 6. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS AND BED MONITORING > PROD. NO. 200421 WELL LOCATIONS. 7. ALL PIPE ANGLES SHALL BE 90' UNLESS OTHERWISE SHOWN. a- SHEET 8 OF 15 ® CL 0 0 < SD- 1 LL Z 0 SHEETS/200421-SD.DVmc 13 ILE co SC=14+91 14 SI=2522A BLOCK 1 �R �^'�-`� � =-�' ,�� -= � "�- ��~ �`� � + �:5 ;d. EXISTING SL 53' SC=15+56 1 40 8Q 120 QQ VALVE"A°' SI=2522.7 r 1 SL 53' N1 S2 SC=16+24 18 N3 SI =2523.0 16 �• SCALE IN FEET N C' a a o 0' Q 1 H SC=16+94 SL=53' �� HORIZONTAL SCALE � � °�� C v n ll N3 S!=2523.3 C/) s Q z i8 12y N3 W6 T SL=53° �L a 9LF 4 2 0 4 S 12 E�� sc=17+46.30 8 E'fE cc M � c s0= 200 LF ® SI=2523.5 18 7{! SL=46' �Q �` (y AEG N3 E10A SCALE IN FEET O �� C _ _ 6$ VERTICAL. SCALE � �- 2 FP N EX.SSMH 1.09 1s�;S _� _ LF N3 A TB SC=18+07 f Z o y t10 S2 S!=2523.7 N f n q ®t C N3 ` vUs 0 STA=14+$2.82 �'"`�-�� SL=53' 21 � �$ a S�CF. U -72� 9E2S � . SC=14+96 17 105, N300 SI=2522.4 T8 UJ0 ° \ ®� 2 SL-36 159 �� E10 Laaa�� `o� o_ Os3 `2 SC-122.7 N3 { `ic SC=20+92.76 $ o O L c g f C� ! 15 SL=36°2.7 N2 SI=2523.5 S . LIST 3 �g 20 DESCRIFMON Z o ®� SC=16t40 S2 ` ®� SL=49' "" o 19 1 SI m2523.0 �� TB S1 (� w•- SL-36 • ' �® TB S2 E20 i N2 E20 A6 Adoptar, 8', Flg. v SC=17+24 _ % l'� E10 SC=20+49 N3 ;.,. . v a®6 SI=2523.8 17 SI=2523.4 �. � Al2 Adaptor, 12 , Fig. x '� •� c SL-37' 15B° TB SL=53' TB Q a ®': C u Cn 19 SSMH 2.01 \ E10 47 LF 04 B2 Blow-Off, 2', per Std. (W13), including Mainline Size Valve F STA=17+46.30 q. N3 e >a° _ g PtRR� SSMH 2.02 � `'' 1 H iN6 q3� � ------ i_ � E8 . Elbow, 8 ¢ 1 a 1/4, � C �� 18 vs 94' 10 Elbow, 12', A � 1 4, MJ a v STA=18+40.19 BLOCK 8 T12 9LF /1�3° $ 1 ° / o LLJ E18 Elba 22 1 IZ, MJ Elbow, 12', 22 1/2®, Md y 4 d S2 J R ` SC® 524.1 \��`' ��' �� W E28 Elbow, 8', 45, MJ 0 t _`. .� SI_2524.1 \ F 14, q.e O e a SL-36' .nj'J\' et9 SSMH 2.07 y..... O'C w c STA=21+49.45 E34 Elbow, 12 , 45% Ms a� o N3 � � !® �� o® C �"� 18 / s H Fire Hydrant Assembly Complete per Std. (W8) & (W0) ( f ` S2 �, SSMH 2.06 k r o f / **, 1,� STA=20+92.76 R9 Reducer, 12 x 8 , Flg. x MJ { R9 T28 171° s�s9° E8 TB Steel Sleeve, 22'0 x 0.375' Min., Per Std. (SW1) And (SW2) �S�ONAL { / 1 V12 N2 W8 Single Metered Service Connection, 1', with 3/4' Meter and TB 2.03 r o � f STA S 9M+63.64 \ E8 TB SC=20+21 S1 3/4' Meter Setters, per Std.s (W1), (W2) and (W6). ' SI=2524.7 S2 Double Metered Service Connection, 1', with 3/4' Meters and SL=51 3/4 Meter Setters, per Std.s (W1), (W3) and (W6). SC=19+85 - -� N3 ": °g { ;- SI=2524.5 ` a T7 Tee, 8'x 8'x 6', M x MJ x Flg. C�� Q� �P , . SL=35' css S2 .S`� -- �� 20 - �. _.._...� - - i'12 Tee, $2'x 12'x 6', M�& x l x Flg. ----_- 8 �f- 60PIRR 8 N4 I T28 Tee, 1 x 2 x 12 12 , Ai FIg. m W SSMH 2.04 112' N2 E8 TB W P.C.C. Thr€�st Bioc (As required even if not shown) STA=20+38.13 tt TB o ®�o a; See Water Mote 1 on Title Sheet and ISPWC SD-403 Q m U V 1 n SC=20+61 V6 Valve, 6' Cate, Fig. x MJ =m :: •� ,s / �- .o s z S!=2524.8 ? z`z IRR 6"P N3 SL=51' V1 Valve, "12 Cate, Flg. x Mai z Z z E8 TB J W6 Water Matn6 LF , 6' F es, -900 �, ®� o I \ Go B2 TB a W8 Water Main, 8' PVC, C-900 �„ o W O N O U 1 Water Main, 12' PVC C-900 ® W" I= SSCO 2.05 < 14'GRAVEL MAINTENANCE Qzmw3} e � W A STA=20+96.44 I 3 ROAD PER CITY OF MERIDIAN After Agency Has Closed All Necessary Valves, The Contractor W Z o It Q0 'i; STD.DETAIL G2 z � � N Shall Remove & Dispose Of Existing Blow-Off or Re-use And l BLOCK 7I I \ 1 Complete The Interconnection As Shown. O See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. CX. I ( a N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) "I f 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 10 DN3 see Water Nate N�® 3 and seer Nate Na. 3 an the Title sheet Cz 5 � Vn +4 Extend Water Service 5" Past Pressure Irrigation �� (n M 2536 � 2536 Q Cr ® � N5 Add Elbow And "Thrust Blocking As deeded For 12' Water Alignment At Bridge Crossing. 00 cc Cl? ® I co co 8 � _ J � o o ' �s ® o N � N +� + c Oco-4: d si 2532 ® o ,cy � ; a� N � 2 II + N any II + M ,� cv � � era o CqM � dN � + cs = 11 } > o oe> > o esa � Z P N co � N � N � EI + ti o c > dsN N � � N ICI c�E � � N � � "s' ¢ 2532 { ? + o c > o N FINISHED GRADE u1 r IP P[ o II 10 � o � ® c > � � cee � � .- II AT SEWER LINE � � " P[ c° verso t�- cLs C-5 � cacc � � � QNa�a + e�a � _J PI � � eau II ® � � v? cncooCcnN cnt- � vsci-- -` L� Q > ' cit r cis ; I tsi s s1113 Cisq0ccvFs cncgocvs� --- Mv Qom? _ _ _ ®® �-® � - _ 2528 2528 '"'- - - - - - EXISTING GROUND AT SEWER LINE 6'PIRR W/SLV i 411PIRR W/SLVV iNOTES: UJ 1. The locations of existingunderground utilities are shown in an approximate w only. 9 pp ay y 2524 I 2524 The contractor shall determine the exact location of all existing utilities before � commencing work. The contractor assumes all responsibility for any and all damages i caused by his failure to exactly locate and preserve any and all underground utilities. Cr t Dig Line telephone number is 1-800-342-1585. I- E06 2. Cotractor shall verify each lot has an existing sewer service and is marked per STD 2520 2520 SW3. Install service and/or marker as needed. � ` 3. All sewer services shall be 4' unless otherwise noted. Go 0 i 4. Ali sewer services shall have c minimum 27 grade to the property line. LJJ �` F■y i f 2 2516 h I 2516 5 The water mains shall have 49 of cover® z 0=4 Of PO z 0 z 55.81 LF 65.79 LFCD 69.49 LF 8 PVC @ 0.45% 2 5 T 2 88.89 LF 118,45'g . ® 8'H PVC @ 0.46% 8°PVC @ 0.4r0 En - 8 PVC @ o.45ro 2512 258.48 LF 8"PVC @ 0.45�`� _ 8"PVC @ 0.45% ! co 00 co CO z� "' � � �GY9 A � Cam& CiS sq Cn � N N 2508 � � T � � � N II EI � z MV BCD ,- � ® TinLO N II � z 2508 v IMvoi ® oLO NNN Ii ItIP � O > � � � N N LOC'd o z z SCALE 1 =4®' 1 - !� U_ HORIZ VERT 06 coGo II II II � � ® » > � 60 ® � ® � DWG.DATE 07/21/2020 co 250 ' ►I co 2504 PRos. o. 20042 W. �, SHEET 9 OF 15 I N. bUR1�AS� WAY CL 50 2500 Z 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 SHEETS/200421-SS�V.DWG Oweg p f sue" rL WAft i G 8' rn ex B TBM#57 2: CREF 1 rOR- r o E °I � Nk ! 4C 2C C 40 80 120 ® � a_ K � CHISEL X TBC 0 ELEV=2532.55' SCALE !! FEET < _ =moo •• ®i 6 fOF�IZ®IvIT,®al SCALE ;' ra9CR EXISTING 4 2 O 4 8 12 'E -- � _ roB- ^ 2' 3 LF VALVE"B" a 22 •• ce -.__ �`` _roE ' �s E30 v lu1 lu5 SEE SHEET S--3 FOR 12 SCALE IN FEU '-- ' '' r \ '"� ��e �-�� =--. 1 WATER LICE CROSSING A�` VERTICAL SCALE �' - FIVE MILE GREED BRIDGE __ a00 12 SC=18+07 � `� ` � ,�, -_ --_ � ` UI SI=2523.7 ., \ to --- ®® a® w SL=53' 21 � � 85+ to ^��-= � 5 �� _ �41itE R WATER OTC E10 TB PIRR T13E30 `` -� �` ' �`�=. DBCRInON o o o S N2 0- 0 SC =20+92.76 24 N2 ® ` SI=2523.5 0+9 - � ��'' ` A8 Adaptors 8y'g �'g. x MJ ®-`,1 s� o �- \ 1 Adaptor, 12 Fig. x MJ = " C SC=21+63 <.t ci ._®-'_---._- � 6® g° � ;;® �o¢ v 2® SL=49' � SI=2523.4 - 3 ; � : f �m ' > c s � T8 s1 SL= 25 BLOCK 1 s o =a ° �_ f -, B2 Blow-Off, V, per Std. (W13), including Mainline Size Valve } S o s TB SC=20+49 S2 �0 1 �2 t 0 SC=22+24 �6` `¢ TB E Elbow, 8" 11 1/4% MJ Q a o 8- E10 o, N3 SI=2523.7 \ SI=2523.8 27F - � � �C � c � TB SL-53' $. a a SL=48° E10 Elbow, 12 g 11 1/4`, MJ N3 8 ., 19 - L \ ° _(TB) E10 47 LF E18 Elbow, 8 , 22 1/2`, MJ _ = v \� �9 , . H N3 � f r '\:. . N3 SC=22+96 f � e, 1 1�6 W6 a� S2 SI=2524.1 10° _: E2Q Elbow, 12 , 22 11T, M o y L c o 0 �'- SL=48 TB - -- �._: g~ E UJ T12 9 LF ��`3°LLJ ° �"S't", 153° \,� SC=24+63 6, A 1 E2 E,'ba8 6®, 45�, MJ ®� ' SC=23+94 TB o cP �� 1 '' 153° t yy TB SI=2524.5 o = - � E30 Elbow, 12 45 MJ g c� lF a: SL=49' H SI 252 .8 a \_ E �? N3 vs S2 SL=49'4 Y x. f SC=26+12 FI Fre Hydrant Assembly Complete per Std. (W8) & (W9) r z \ �, E10 8 \ SL=2525.9 5.9 2s Fig.. -°'• NS • ' x 8 g % =' SSMH 2.07 3 ; . W6 N3 1 N2 M E10 _ T12 R9 Reducer, 1 J • Oa STA-21+49.45 �, _ � �----� � m o . - I .. . . Steel Sleeve, 22 0 x 0.375 Ming Per Std. ( 1) And (SW2) ,\\ s�CF =' 10 LF :. ' I T8 14'GRAVEL MAINTENANCE N SI Metered Service Connection, ��15�`�'dc'��•' ° _ . . 1A M SSMH 2.06 '• 1 N3 ROAD PER CITY OF MERIDIA Single Se Conn ion, , withMeter and STA=20+92.76 22.5° _ 12 l 50 LF 121 LF - B2 STD.DETAIL G2 S1 3/4' Meter Setters, per Std.s (W1), (W2) and (W6). T28 90° E8 TB I 161° �; ®, yy / � t}R, 12BW 12"W 71_LF SSMH 2.09 a; Double Metered Service Connection, 1", with 3 4" Meters and R9 .• Ii° 99° a N3 �� 12 _ f I I � � _ S2 / � tJs� 12 N2 {ryg SC 22+22 ,1 24 g'g - _,.; STA-26+35.40 3/4 Meter Setters, per Std.s (W1), (W3) and (iN6). SSMH 2.03 �. _: 1 SI 2523.7 % 251, V1 � b E8 T8 SL=45 _ �r 26 1 fi Tee, ex 6 x , MJ x MJ x Ag. STA=19+63.64 \ SC=20+21 - 30'9 ter �R. a e .ST ° G � SI=2524.? a -a: " -�` T12 Tee, 12 x 12 x 6 , MJ x Mil x Fig f SL=51' SC=23+06 N3 I T28 , " 1 a 12 , SC=19+85 ®� Al2 T28 Tee, 2 x 2 x All Fig. -n N3 SI=2524.1 w SI=2524.5 _' SL=42' S2 - V12 . P.C.G. Thrust Block (As required even 9 not shown) o SL=35' 1 S2 22 T SC=23+83 - z ® s - - - SSMH 2.08 SI=2524.5 SC=24+57 ' v12 --------____ See Water Note 1 on Title Sheet and ISPWC SD-403 ®o j N 6"PIRR s SI=2524.8 0 STA=23+46.94 SL=39' ® - - V6 Valve, 6g Gate, Fig. x MJ Zo �W • .� 150° 1 , .. E8 TB N4 SL=40` TB ----� � Q o� Z SSMH 2.04 612° 3 V12 Valve, 12" Gate, Flg. x MJ g, STA=20+38.13 N2 I Z 4 __ - W6 Water Main, & PVC, C-900SC 20+61 a 6 W8 Water Main, 6' PVC, 0-900 N a W®CJ ® ® � SI=2524.8 BLOCK 9 5 :' Z N3 I SL=51' I ' 1 dater Main 12" PVC C-900 C' 0 6 M 6 LF E8 T8 ` After Agency Has Closed All Necessary Valves, The Contractor � N Z o B2 T8 a N1 Shall Remove & Dispose Of Existing Blow-Off or Re-use Andco W s Complete The Interconnection As Shown. ol SSCO 2.05 $ 14`GRAVEL MAINTENANCE r N2 See dater Note No. 2 and Sewer Note No. 2 on the Title Sheet. 00 STA=20+96.44 ROAD PER CITY OF MERIDIAN ®® ` (Adjust Water Line, As Needed, to Maintain Minimum Separation) r STD.DETAIL G2 6 PIRR N3 See Water Note No. 3 cnd Sewer Note No. 3 on the Title Sheet. I® cat 6'PIRR N4 Exterd Water Service 5' Past Pressure Irrigation �� M N5 Add Elbow And Thrust Blocking As Needed For 12" Water Alignment At Fridge Crossing. �00 CN ` IJJ 0 c� OU_ 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 25+60 26+00 26+40 26+80 2536 2536 Nco �� cc Cz co 00 ca - 0 N M o cis gs as .- ,-- I + N� c� � I C � ®a� o > f W c mN � + � � cv � � a: Ncc + f cis 2532 s II + 1 � n ` o c® c II �j �s FINISHED GRADE II u, o L&J �, + 2532 � N � �, � �_ � � If + r � � LU 1~ II AT SEWER LINE (0 50 a cc vas ® � �45 cue 05 � N II cv 0° LUc If. M �,2 � � N ol vse® va�y � ai � ;a � � � III N � � N � -- -- -- --- --- -- - - - - ® ® � 50 L us sn om a- _ - - -- - - - - LLJ - - cn oc sn� cvs css vs - - - -- - NOTES,: I EXISTING GROUND 1. The locations of existing underground utilities are shown in an approximate way only. 2528 t AT SEWER LINE 2528 The contractor shall determine the exact location of all existing utilities before LL 4"PIRR W(SLV commencing work. The contractor assumes all responsibility for any and all damagescc 0 caused by his failure to exactly locate and preserve any and all underground utilities. s PIP 12"SD ' ``' I Dig Line telephone number is 1-800-342-1585. I CL � 06 2524 2524 2. Contractor shall verify each lot has an existing sewer service and is marked per STD N2 SW3. Install service and/or marker as needed. 1 3. All sewer services shall be 4° unless otherwise noted. Elf_ CL f C� f 4. All sewer services shall have a minimum 21e grade to the property line. � � p � ' L 2520 2520 5. The water mains shall have 4' of cover. '' f G d 0 z 4 I I I z 2516 g 284.46 L50� 2516 s"PvcP0 193.43 LF I 52.69 LF 8"PVC C'0.50% 124.62 LF 8"PVC CLLI f 8"PVC @ 0.50cd6 I I o t� N 0 �14 2512p T o 2512 r m W ' rs � N SCALE 0 1 yy_40' 1»=4m C4 cv ® > 6� l.L. HORIZ VERT r T r LO 00 DWG.DATE 07/21/2020 co 2508 ® `� T - ' ® � 2508 PReJ. NO. 200421 i " N I II II 25 0 > > C) °� LL SHEET 10 OF 15 o z i _ v W. 'AEG DR. � a- � 60 � G 2504 2504 1 +20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 3+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 LL z SHEETS/200429-SSW.DWG N N 4D A+ T3 i C aU L3 C ay O C O O C O O` CS l 25> Q0 as Q._ 0-az m _ � 3 E: O G .3 ®w eF�B > C O.ate+ 0 a0+ > L a•>e� C3 40 20 a 40 sa 120 CL c 2� ® N Q� E c:-0 N U L C 0 :5 y � w a•V Q .pO 55 HORIZONTAL SCALE •CI O� y _L 2 a 4 $ 12 aQa � � �� aco � � aC sc IN FEET m� v a�� V C VERTICAL SCALE ® �' o cs O$ 3 o y c ® - c o c — O c cs 0 /o o_ os of U. � _ o � 02Es _ 0 2 rI •� U ® ®~SEWER & C C WATER KEYNOTE LIST . 1 aESCRiP1TON o vim v Q C� AB ° Adaptor, 6", Flg. x MJ c TBM#57 ` N "> °'- g CHISEL X TBC ! I r L_ - —_ _ Al2� Adaptor, 12", Fig. x MJ a ® -� ELEV=2532.55' �' — B2 Blow-Off, 2", per Std. (W13), including Mainline Size Valve w �•- cEcau _ EB Elbow; S , 11 114 , MJ ®�_ a ® " U C pZ C N _ —_ 1 20 17 60 18 00 18 40 18180 19 20 19 60 20 00 20 40 20 80 21 20 21 60 E10 Elbow, 12"° ` 1/4', MJ a a� � E c r F — 253 2536 E16 Elbow, B", 22 1/7, MJ A a ;4` FINISHED GRADE S EXISTING 3 LF JJ .ia VALVE"B" AT CENTERLINE , E20 Elbow, 12 , 22 1/27, MJ o 6 o a / E25 Elbow, 6", 45, MJ a o /OFTB N1 N5 / • '�� a1 :- ; eo, E30 Elbow, 12", 45, MJ 0-0 _e o cB 2532 \ 25 2 H Fire Hydrant Assembly Complete per Std. (W8) & (W9) EXISTING VALVE®8m B E �� = - ` STA.18+37+ \ J R9 Reducer, 12" x 6', Fig. x MJ rog,---` 0 LF _ ray--__ \ ' ( ; , __— — s!s Steel Sleeve, 22"0 x 0.375" Min., Per Std. (SW1) And (SW2) `� �` � 6 PIRR W/SLV Single Metered Service Connection, I", with 3/4" Meter and X��IST 8s' _ ----- — 252 Ex.12 t�4 TB E30 ¢ E 1 EXISTING GROUND 252 3/4" Meter Setters, per Std.s (tN1), (W2) and (W6). S jai _� �AT m AT CENTERLINE S2 Double Metered Service Connection, 1 , with 3/4" Meters and P tom 8°PjR" C �EI(- sTA=18+40.00 \ ,y 12 v 3/4" Meter Setters, per Std.s (W1), (0and (U). ,A T7 Tee, Box B"x 6*, MJ x MJ x Fig. N2 2524 19Cs , STA=19+35.17 _ m 2524 T12 Tee, 12"x 12"x 6", MJ x Mf, x g. $ �' _ s v J II Tee, 12"x 12"x 12", All Elg.LLJ r >�, CC � � - 1 1 1 P.C.C. Thrust Block (As required even if not shaven) o z aW � ' fill See Water Note 1 on Tale Sheet and ISPWC SD-403 =N E10 TB j � � FIVE MILE CREEK o W � o 27 = 2� : a :'.y I DITCH 80TFOlidE V6 Valve, 6" Gate, Fig. x MJ = w BL cvp 252 ELEV.=2519.6± r 2520 Z® w 1 � V12 Valve, 12" Gate, Fig. x MJ < 2 p 10 pq' W6 Water Main 6" PVC C-900 0 0 s' lea s s t" •( ®.� . . . , ELEV.=2517.6± W6 Water Main 6" PVC C-900 J SC=24+63 .. f t ELEV.=2516.6± I ' o o v SI=2524.8 I N 1 21 C i I Q�®® 2" PVC C-900 o 2516 t Water Main, a , w J s erwrw � SL 49° ~:a SC=26+12 SL22 E After Agency Has Closed All Necessary Valves, The Contractor W 1 S1=2525.9 60 LF 22"x 0.375°MIN. N1 Shall Remove & Dispose Of Existing Blow-Off or Re-use And W6 9 ME N3 1 SL=39° I STEEL SLEEVE ELEV.=2513.6-t Complete The Interconnection As Shown. a •10 LF 1,;:b: TB 14°GRAVEL MAINTENANCE 2 STA=18+55.61 66 LF 12��W I STA=19+21.61 N2 See rater Note No. 2 and Sewer Note No. 2 on the Title Sheet. � r_ . l . • � 1 N3 B2 ROAD PER CITY OF MERIDIAN 5 2512 (Adjust Water Line, , o Maintain Minimum Separation)- �' As Needed t 121 LF STD.DETAIL G2 ;. " ' _ TB E30 STA=13+58.61 E30 TB 12 WATER N CROSSING N3 See Water dote No. 3 and Sewer Note No. 3 an the Title Sheet. � C its: AEGFAN DR 11 12"W 12"W 71_LF SSMH 2.09 STA=19+18.61 d- I Ia' jj,� (;��;�; N4 Extend Water Service 5 Post Pressure Irrigation cn t ar STA=26+35.40 -� � d M o � 25 �,I ,�, N. FAWNRIDGE WAY N5 Add Elbow And Thrust Blocking As Needed For p2" Water Alignment At Bridge Crossing. �00 CN '! LLJ2s �� `a �°E�E ry p� 250 2508 LE v � 0 � � � � � � � � � � 2 � BCD � � � � < o 8 I 1 I I 1 I I I W i I ® oa I l I - C1 C9 C7 C9 cr) N O as O O O o O — w t® ®s U! 01 �9 ®® cfl d N N Q6 CV O r r ® o) ® O O' O O• Q Z GC � . rn N u �7 �c rr2 h M M tr3 h M � M fn r rr!— V1 �.� c\ N N cV NC � O N N NN OOP SG=24+57 4 12 �-. � iR sl=2524-8 Tie — ____ — — — --� 17+20 17 -60 18+00 18+40 18+80 19+24 19+60 20+00 20�-40 20+80 21 -20 21 +60 z 2 LJ SL 40= � c I ® s 6 NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before 4 commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. ` L .J Dig Line telephone number is 1- 342-1585• 2. Contractor shall verify each lot has an existing sewer service and is marked per —6°PIRR SW3. Install service and/or marker as needed. M 9E CL a 3. All sewer services shall be 4" unless otherwise noted. zczs �_ 4. All sewer services shall have a m1nirnum 27 grade to the property line. Poo •-I- Z z rA I_ :!S 5. The water mains shall have 4' of cover. �# z H ® I z 0Lu F- 0 � � C'1 0 ® (, LL. SCALE HORIz VERT 0 DWG.DATE 07/21/2020 J > PROD- NO. 200421 0 Of SHEET 11 OF 15 I- 0 0 Q ti-3 0 L SLEETS/200421-SSWUWG 00 > a u CL J L 40 20 0 40 80 120 ® E R \ � ' V ® Q EXISTING \ \ -`�.- o r VALVE �` ;_ - - _ SCALE IN FEET Tr Itoa C 12 -ft I ''�e ♦}u ^---ems "'"" -_.1_ ® c rn 2 13 si 47gCF _ — _ = ,oB TBM#57 C\I�c o ®E w ` `'- - CHISEL TBC - s 7 2 14 awl Isw BLOCK 1 "FIRR — ,. .� •._ — �� =� `T© ` ` ELF=2532.55° ® � 3 6 s ,....... _ TO 15'SD 3 LF INV=2524.3± N2 P2 46 LF _ TO®_ (� = 17 PB — ro Ii ..'•. Z a v _ E �` _ _ ~\T2 : - - -rot 4--• 9 • 4 f W jjj¢ E10 i 8°PIR "`\. Ssvq -�_ � ®_ v 20", .. • - ems TO N5 S2 _... , •� _ Z - ° log s � S1 21 Si TB • -�1 r .; • .. CR , co� 8®P/RR _ QK-23 �L S o �= -s- ` 24 S1 P13 3LF " 15 7 LF ' S1 20 — 12 F \ r c 25 BLOCK 1 T6 E9 � _ � � S1 L1 16 Ig®,� E16 TO a 71 LFAL - `= V4 TO E10 E9 ��_ SL3 ,71 LF a P4 Si F(1T rPRR SNvq�, �S �11�T 17 :.. 27 8 a N4 \ - • � `� _ BLOCK 8 FUTURE PHASE P a= �$ a „ EXISTING 19 _ . "J � � Kew® z 8 � VALVE BLOCK1 �\ . 7 N3 v 1�. `AEGEA6+i QR. 71 LF SL8 ` 1 }9y Y4 _ —12ry"W1At 1 §` ss �!� PHASE / m a z®m E13 E14 T9 S1 _83 LF S2 - - :\ / 20 '<� - E16 T6 2 V4 V1 ,: _—'-_ ------- � - 8„�-- � R - SL4 -- -_. CZ _____•_ ____ ____. ____-- Y � � o `` 112 LF o € 808 i- -_ '� \ /�. • , / cY s �'/ V6 P6 S1 72 LF - ` UJ ®s EXISTING L V SL1 75 LF 4 -- -- ',� ao .. 5 �,VALVE BLOCK 9 ,� L 6 PIRR 118 LF " E r � ee Q P4 N3 P6 8 LF P6 \ O ess TO 14 13 S1 a it � �� - - E13 TO Y. a Go Si FV 1 VE PHA ® 0 as Si SE s CZ af Si S1 El0 — ' Z a P4 10 LF 6°PfRR 9 LF. .► r- - — _ — — — — —— — — — s O _ — — -- _ { 1$ \ i 4 LF S1 P6 20S LF 7 LF �. . �- — — — — — — — — -`f C I � EL ' BLOCK 7 ' � TO G4 V4 ( —89 LF T8 R5TB F � °C ® t S1 6°PIRR -- ' 13 TB ! • 10 LF P6 . — -_.._, - - - - ._ - - - - - - E S1 E13 V6 06 Ts _ J � PHASE - — -L — — — III `I RE PHASE ` pp M RRESSURE IRRIGATION KMQTE LIST — ITEM DESCRIPTION ITEM DESCRIPTION Z AI�V Air Release Valve - Install Where Needed TB Tee, 6"x 6"x 6" Pressure Irrigation Mainline Drain Ts Tee, 8"x 8"x 4" � < �s Elbow, 4", 11 1/4' Te P.C.C. Thrust Block (As Required Even If Not Shown). CD TES: Eio Elbow, 4", 22 1/7 v1 Valve, 1" Gate PRESSURE IRRIGATION LEGEND : " — — 4 r0R — — EXSTING PRESSURE 1. THE CONTRACTOR S DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE E13 Elbow, 6 , 11 1/4 v2 Valve, 1-1/2 Gate IRRIGATION LINE 001 COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITYFOR ANY AND ALL DAMAGES E14 ®bow, 6", 22 1/2' V4 Valve, 4" Gate 200 LJJ CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND Z CONSTRUCT PRESSURE UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. E16 Elbow, 6", 90' v6 Valve, 6" Gate IRRIGATION LINE & SERVICES 0 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. G Plug Or Cap, 4" va Valve, 8" Gate ► CONCRETE THRUST BLOCK 0 Plug Or Cap, 6 N1 Not Used. ® VALVE Z) Lli of 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR O Plug Or Cap, 8" N2 See Note 28 On Sheet PIRR-2. ( ) F- SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED, g P SL4 SLEEVE AWWA C-900 OR C-905 CD 0Pressure Irr. Main, 1-1/2", PVC, CL-200 After Agency Has Closed All Necessary Existing Valves, The Contractor (see keynote list for size) � 040 LF 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION!. 1�3 Shall Remove The Existing Plug/CupAnd Thrust Block To Complete o P4 Pressure Irr. Main, 4", PVC, CL-200 The Interconnection As Sown P �_ DRAIN N 5® SEE SHEET PIRR-2 FOR DETAILS AND NOTES. P6 Pressure Irr. Main, 6", PVC, CL-200 Verify Existing Pressure Irrigation Service Is Installed And Marked Per o--- AIR RELEASE VALVE SCALE 189=40' 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA• PS Pressure Irr. Main, 8", PVC, CL-200 N4 City Of Meridian Specifications. If Not Found Install Service And/Or ® lE3 P5 Reducer, 6"x 4" Marker As Needed. Raise/Adjust Valve Riser As Needed. � D�lG.DATE 07/21/2020 S Si Irrigation Service, 31e N5 Install 1-1/2" Valve and 1-1/2" Drain J > PROD. NO. 200421 Pipe To Canal As Shown Z S2 Irrigation Service, 1" ® Of SHEET 12 OF 15 SL4 Sleeve, 4" PVC, AWWA C-900 < Lii SLIT Sleeve, 8" PVC, AWWA C-900 W F- F- SL1 Sleeve, 12" PVC, AWWA C 900 ® �0 < P1 rim H 1 SLtfi Sleeve, 16" PVC, AWWA G®905 SHEETS/200421-PIR.DWG C ate... p U ®y E ✓ ® ® C L p > U_ ® �� h` - _ gi C 0 �® W ,`a ®a'c.+ fT t N U p 8 N C c d Iwo PRESSURIZED IRRIGATION DOTES 65 c C 1. The pressured irrigation system must be built to the standards of the irrigation district in which it is being ei? 0 2 constructed. 'i E a' M CD M a 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the a. I� pressure irrigation system. The device must be approved by the Idaho Department of Enviromental Quality � v (DEQ) and the City of Meridian Water Department. -Co & -:q -2 N 6a Q. �N 3. Install all crossings of the Public Rights-of-Woy, private roadways and trovelways with pressure irrigation at W Z ®v og a maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. 00 i%A o $-8W- E C The Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. LL ® sv � 1 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 12 4. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, W - o 11 -ate " ° and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and `s 2 3 x 4 x 6 CINDER BLOCK (OR EQUAL) g"- a s UJ non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing co M- e N a® Q 3 4° or 6" x 1" SADDLE MINIMUM S =3 shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems Z o a 1® 5' (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). Q� 1 p N 4 4° or 6" MAIN LINE MINIMUM P° � ---� LOT L. e ° a 5. The horizontal separation of non-potable services and potable water services or potable water mains shall be c o o 6 1 BRASS PIPE z =L�T a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main tonow cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in 5tU 1" 200 PSi FOLY 18° ABOVE GROUND 5' BACK accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and .. a. - � , 3 SIDE LOT PVC RISER ® a 7 1• B CURB STOP � (TYP.) Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). z �� s--�2 C �a_� 4 ® C C E U 9 6/ PRESSURE IRRIGATION PIPELINE - ° :� �� 8 ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE 6. Install finder tape with all irrigation mains, Tape shall be two (2) inches wide, metallic red in color, with _ m v the words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape Q 45 3" ADD TYPICAL PIPE LOCATION between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. W r =s NOT TO SCALE cpa- 2v o'� u 1® LOCATER WIRE 9 9 carrying 9 y w 7. Label all irrigation risers and faucets with durable togs ca in the warning DANGER-UNSAFE WATER or 11 3° PVC PLUG 3 S T & NON-POTABLE WATER. CL U U O w fv' � 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or A a 12MARKER, STEEL 1" P NON-POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the 4 AL Public Right-of-Way, private roadways and travelways. �1®� �vjr 8 2 9. 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 ` -bdOD1FIED" TYPE A R15ER notice is required. o,� r�I VI SHORT SIDE SERVICE 10. Pressure irrigation ation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot ` � °or NOT TO SCALE line in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a lot. 11. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable o Z J DOMESTIC WATER METER BOX COVER loss in accordance with the Supplemental Specifications and Drawings to ISPWC. o Is OBLITERATE WORDS °WATER METER" FORD NO. ®m s N X43 CAST IRON WITH 12 1/2" LOCKING LIDS 12. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard w m Specifications for Pressurized Irrigation System - latest edition, except as modified here on. =o 77 20" PVC a a z a �� w \ \ 13. All pipe shall be PVC - Class 200 - SOR21 or better. Pipes three inches and smaller shall be solvent Z 1 U Z O Q 13 / 1 1/2 " CURB STOP weld. Pipe four inches and larger shall have mechanical joints. Z C U z 1 3• SDR 21" PVC RISK' D 18• ABOVE GROUND 12 /�\/ \ \ VALVE SUCH AS z o s FORD B11 666SW 14. Minimum depth cover over all pipe shall be 30". Ln 1 1/2• BRASS PIPE P P P ® Z m®g 2 3" x 4• x 6" CINDER BLOCK (OR EQUAL) 1 1/2" PVC PIPE � � 3 4° or 6" x 1° SADDLE MINIMUM 10 \// / / /�\, 15. Minimum compaction shall be: w CSz \ \ \� a. 95% in Rights-of-way. 4 4" or 6° MAIN LINE MINIMUM00 /j\//\ � b. 85% everywhere else. �\ , \ \\ Q 5 1" POLY PIPE 200 PSI ° ° ° o� �oQ® °° /� 16. Concrete thrust blocks shall be required at ail tees and bends as shown on this plan. Angle fittings required ca WWRx \/\\ °°° °�� a®®oR�o� \\j at all change of direction of pipes over 11 1/ ' where shown on this plan. UJ Quo � 6 1° 200 PSI POLY 18° ABOVE GROUND 11 //\//\� \ \ ®°°0°°o/�' D \\ \\ \ \\ \\ �� o O�°\\ 17. All services shall be placed as shown on this plan. They shall extend past property line into lot as shown on 1`0 1" BRASS COMP. COUPLINGS /�//. //. //. //� /A//, detail. MIN. 12" DRAIN ROCK MIN. 1 CU YD. ® X 8 1" BRASS CURB STOP 1 AT BOTTOM OF VALVE DRAIN ROCK 18. Contractor shall verify the location of all other utilities before installing the irrigation pipe. FOR SUPPORT n 0 9 ROCK CHIPS DRAIN VALVE 19. Contractor to verify location of all landscape lot services with owner prior to installation. a NOT TO SCALE �� A Q 00 10 3" FEMALE ADD. 1 20. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe 1 � ® ® 0 cm 6 manufacturers recommendations. � 11 LOCA WIRE 3 � 5 T 8 � Mi� 21. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. f2 3® PVC PLUG 4 22. All valves at street crossings shall be on both sides of streets. 13 MARKER, STEEL 1" POST 9 `p 2 23. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. "M_QDIFIED" TYPE A RISEN 24. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. LONQ SIDE SERVICE 25. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install NOT Tg SCALE new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. 26. Retain and protect all existing utilities and irrigation facilities. E..I ® � 27. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in W O the pipe (even if not shown). E=4 o z 28. Wherever the pressure irrigation line crosses the gravity irrigation or storm drain and there is a conflict, the pressure irrigation line shall go below the gravity irrigation or storm drain and a drain shall be installed at ONO � the low point of each location, unless the pressure irrigation line can go over the gravity irrigation or storm LLJ drain and still have a minimum cover of 30". 29. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of Z minimum cover. 30. Contractor shall install a service to every lot including common lots, even if not shown. 31. The pressure irrigation system must be built to the standards of the irrigation district in which it is being constructed. Z 32. Install a reduced pressure back-flow preventer in any connection between the potable water system and 0 the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. ® SCALE 1"=40' W MV&DATE 07/21/2020 > PR0J. NO. 2004�21 SHEET 13 OF 15 Igo < Lij LY F- � O O < I R R-2 IL Z 0 SHEETS/200421-PIR.Dt-IG L 0 T4 C�a T• � l i/ QD O N J V` Qs U � t cta a 71 2 I 59 I 50° ROW ACHD - -ig ®t � i i 7.5' ACHD I 48' ROW 7.5'- � 1 � t r� .- t iT 25' 25' I SIDEWALK EASEMENT SIDEWALK SIDEWALK 13 AGHfl SIDEWALK i T ACHD ! EASEMENT i ° EASEMENT � _� � oW. E7 i soni � o aE Zg 101SW 89 18' 18' 8' S'SW i 2' i i ®" EL �a I; f� i 5'SW 8' 16.5' 16.5' 8' 5'SW t �� v o a ® , : , u�ae5a 1 7 7 1 i i 0.5 7.5 7.5 � e V LANDING 2° 16' 16' 2' 2' 14.5' 14.5' 2' 1° L{WDING 1' LANDING 1' LANDING 1' LANDi G 1j ' LANDING 1' LANDING € f LANDING "L - C + 0.5' C t 0.5 -�-0.5 i o C�- U as O V P 1. A A ' i C A A C a !L i'�- "=jEl s � B B 1.5% t i 1.5% B .5% t O� N � � $ C �, � 2. -2 07 -2 O;Q 0% �2 2.0 B a a- a- 1 r r d\ .t. / ! f f f / f � f. \.`�'w.y\'w\�•`:,,,,w"°,;w��,,`.,�,;��!�,,f°,�/w,'`f\°'/\`\.`%>\n.`/��,�`%"``�' ` %\f\/,/ ./!z,fj,`,, . r \! f `/'''�` dw/�`1' °•`wl °r��'%`'�'.r'fr`�`'✓"�js ./ ., \ \ \ \ a `.,f:•.\f `s � !\ ,�,/�I \ \� F `.1.,� \ e:t`4d l � .,f �!! / f f f f� � ./ 4 , l ./ � !,, r' \ O L O �'� ,, ✓\.r'�"' r✓\r'` !,fir,\��' `!\/. \ \.�..i r ,�•. ,-, .w ,'/,// \ff\!f `..";:F":',. / '/'-/" f , . ''z •r : �ti'%�^`�� =°+�®-� ®-�� <�' \,\ \ \°, \",, �,r\:\\\\ \\\'`•\ \\ \�\\`E;*\�\,,r\ \ \\ \'\\ \\ \ \\\ \,° \ \ \ti ,` :`.,,rt'� \ \ °.. e:w•./\ \!ww,/`!f f\•r �t .,, / `: ' w '.� � ,ti, w'...,., D F r. / !d F a D p F \/\\j\ \\f \° \\/\\ \f\•!y\ • ;\ \\j \r \ \ \ ! \w. `,, . \ f/\ �w \w\\,,•L,\ r ' Q p su- ® E F F E D �e io D E F F E D ct a. Z o � �.; 3U O-L 0- 0UNcoUp � 2.5° ASPHALTIC PAVEMENT ® 4° OF 3/4" MINUS CRUSHED GRAVEL 2.5° ASPHALTIC PAVEMENT D 4- OF 3/4a MINUS CRUSHED GRAVEL " V VERTICAL CURB AND ENT TO ISPWC S UTTER - SEE ACHD 140 PIT RUN GRAVEL s - c SUP 3 ROLLED CURB AND G ® SEE ACHD 14 PIT RUN GRAVEL BF COMPACTED STABLE SUBGRADE B SUPPLEMENT TO ISPWC sD 702 COMPACTED STABLE SUBGRADECC, 8E 5° CONCRETE SIDEWALK - SEE ACHD 5° CONCRETE SIDEWALK - SEE ACHD s U•s+•yt C Q3 C SUPPLEMENTTO ISPWC SD-709 ® SUPPLEMENT TO ISPWC SD-709 P !,_9 o �.y E� a$ 71,22 STREET SECTIO - 0' RIGHT- OF- QUAY STREET SECTION - 4 ' RIGHT- OF- AYL c �N: C:'! 6" VERTICAL CURE - 5' DETACHED SIDEWALK WEST SIDE, 10' DETACHED SIDEWALK EAST SIDE 3" ROLLED CURE - DETACHED SIDEWALK o� N. FAWNRIDGE WAY N. STA. 19+11.92 ® STA. 22�-30.79 DURMAST WAY NOTE: LOCAL STREETS SHALL BE A SP-3 0.5 INCH MIX, PG 58-25. NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH ( "� MIX, PG 58-28. �*tt AL -ST D' 42' ROW i t 56 ° 0.5' ACHD d € 0.5' ACHD @ o SIDEWALK--�•-° 21 21 �SIDEWALK 29.5' 26.5° EASEMENT i I EASEMENT I - om o 1.5 S' SW 14.5' 14.5' 1 S' SW ®N W <5 W HEADWALL, WITH ATTACHED i � �m 10'SW 18' 18' 7'SW ' a z o PEDESTRIAN RAILING PER t i' LANDING 2' 12.5' 12> 2° 1' LANDING s <o z z ACHD SD-2040M (TYP.) i i v ogg a 1.5' 2' 16' 16' 2' 1.5' COORDINATE WITH i 0 U ZW N o 1.5% . . z z 5 157 g A A B 157 I I d\ ,` �, c Z m -2.0 -2.0 r 6 tom& i i Of a CN. . .,. �I D D ® BRIDGE DECKS . � F D E F i F E p F, � D E F i E E d � CL o � + E D D A 1 2.5° ASPHALTIC PAVEMENT D 4s OF 3/4, MINUS CRUSHED GRAVEL L-N uj " It ol 3° ROLLED CURB AND GUTTER - SEE ACHD E 14" PIT RUN GRAVEL ` CIO2.5 ASPHALTIC PA D 4 OF 3/4 MINUS CRUSHED GRAVEL SUPPLEMENT TO ISPWC SD-702 -� w COMPACTED STABLE SUBGRADE 6" VEnCAL CURB AND G - SEE ACHD ® 2n MIN. ASTM 33 SAND - LEVELING COURSE �� LLI B 5 CONCRETE SIDEWALK - SEE ACHD Ix V) " SUPPLEMENT T0 ISPWC SD-701 AND ACHD ® WATERPROOF MEMBRANE WITH LEVELING SAND IN NON WEARING SURFACE. © SUPPLEMENT TO ISPWC SD-709 V)< C) SECTION 3006 MEMBRANE SEAL SHALL BE PRE-COATED, PRE-FORMED PER ACHD ® - cc w ,n 5° CONCRETE SIDEWALK - SEE ACHD SECTION 3006.3. 36" WIDE PETROTAC STRIPS OR ACHD APPROVED EQUIV. } � � � z I SUPPLEMENT TO ISPWC SD-7a9 STREET SECTION - 4 RIGHT- O F- Y � arn Z gym^ 3" ROLLED CURE ATTACHED SIDE SIDEWALK a CD A0 AY SECTION OVER STIFF LEG RIDGE v�® AEGEAN ®RISEcN „ STA. 16+19.84 - STA. 16+40.51 - - ' �- VERTICAL CURS ATTACHE SIDEWALK NEST SIDE, 1 O, ATTACHED SIDEWALK EAST SIDE NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH '� MIX, PG 58-2& N. FAWNRIDGE WAY STA. 19+11.92 - STA. 22+30.79 NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH ") MIX, PG 58-28. t , I VERTICAL CURB NOTE: BRIDGE .AND STREET CROSS-SECTION SMALL BE CONSTRUCTED PER ACHD SECTION 3600 AND GUTTER LLJ CON ®Alaa - i /, -® F- PooL LJ 5 OR 10 SIDEWALK z o 1' 5" CONCRETE 1' LANDING1.57. LANDING �' w 1.SLOPE \� `\> CD //_K oxw 4 OF 3/4 MINUSEy- CRUSHED GRAVEL TRANSITIO SECTION RTICAL CURE AND GUTTER SCALE NITS AS DS 5' OR 10' WIDE SIDEWALKS � TO ROLLED CURE. AND GUTTER >_ DWG.DATE o7/21/Zo PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-709 z PROD. No. 200421 SIDEWALK NOTE: CL SIDEWALK SHALL HAVE A CROSS SLOPE SHEET 14 OF 15 OF 1.5% TO TOP BACK CURB. < I,gj D" T ® Z SLEETS/200421-DT-1.Dt4G VNN >1 'o V L � m®_ � �� 00 sue ` ® > LL. Q® o' ��' Qm co :3 p�� ✓ , U C O_ QJ y O:�i N O_ i C OD a C U N 6wd 9D os+ N ®o=®+ S at+ of N E_ a- < C& O.00.. E NOTE: �- N 22 `` e > a o s c >, PVC PERFORATED DRAIN BE PIPE. PERFORATIONS IIN ACCORDANCE WITHAASHTO SA M304-03 v 9 I AND ORIENTED UPWARD FROM ALL AROUND N L Q N MONITORING WELL, INSTALL LID TO GRADE (TYP.) (ACCEPTABLE PIPE REPLACEMENT: ADS N-12 HDPE I� Z s v N s PERFORATED PER AASHTO M-294). ® ® .s 2 8 L a N�_ $ c MAXIMUM ELEVATION _ _ { _ ( _ (_ MAXIMUM ELEVATION " " OF ROCK E N OF ROCK = A _ C � aa � c o "A" LLI > a e Qa�_o Wffff / o ® ®g N a WI � C V la PO o . y o J . UV— a � ov R® Sa Li R® PIP CL Z L6—; QO18a PERF. (TOP HALF 18a PERF. (TOP HALF) 18 E PERFORATION TION ( AROUND) DET . -A Ra 1 ®ADS N-12 PIPE. N ADS N-12 PIPE. S — S S � .o Q O d SEE DETAIL, THIS SHEET aE° ' ' 18" (PERF.) o SEE DETAIL, THIS SHEET 'Ea ' (SEE SHEET d— N c &- »U�? '•• � ADS !�-12 PIPE, e::'.: �� v N S� P SHEET BOTTOM ELEVATION BOTTOM ELEVATION C" BOTTOM ELEVATION 1 o m OF ROCK = "Ba BOTTOM ELEVATION 1° o o a a � �U ` � OF ROCK = B o � o � �•` OF ROCK = "D" (=1df lid ef,I �— f�, III- OF ROCK = �Da il,=l<� III �I�-�� fl- -0. U s+•y C N Lj INSTALL DRAINROCK a o a COMPACTED STABLE �a COMPACTED STABLE 1' INTO FREE DRAINING MATERIAL � ° � o c SUBGRADE SUBGRADE BOTTOM ELEVATION w — ' �•U V -y MONITORING WELL PER ACHD " o-low O N BOTTOM ELEVATION OF SAND = "C" MONITORING WELL PER ACHD N6 �� y 8 . 2 0 SUPPLEMENTAL STANDARD DWG. MOTE: d OF ROCK = C SUPPLEMENTAL STANDARD DWG. o— c SD-627. MONITORING WELL TO BE " s o 1' BELOW ROCK OR PWELL SAND T O VV SD-627. MONITORING WELL TO BE 18 0 PVC PERFORATED DRAIN PIPE. PERFORATIONS o S BE IN ACCORDANCE WITH AASHTO M304-03 N =c ® _`� C 1 BELOW ROCK OR PITRUN/SAND / o t a 'U� ,a S T � � AND ORIENTEDUPWARD FROM TOP HALF J (ACCEPTABLE PIPE REPLACEMENT: 18" ADS N-12 z - HDPE PERFORATED PER AASHTO M-294). SB ELEVATION TABLE SS ELEVATION TABLE SB aqa aBa aCa aDa aEa _J� F- aGa APPROXIMATE DESIGN SB aAa aga aCa a®" aEa aFa aGa APPROXIMATE DESIGN �1$T GROUNDWATER INFILTRATION RATE GROUNDWATER ELEV INFILTRATION RATE ��, 8 12529.40 [2525�.5O 12525.50 1 2525.60 1 2525.75 1 2527.15 1 3.9, 1 2525.4t 1 8a/hr 2527.30 12523.70 2523.70 2523.82 1 2524.00 1 3.6' 1 2523.4t 81 18" PINE PERFORATION (TOP DEIAL MONITORING WELL TO BE 1® (CAP RID) CENTERED BETWEEN PIPE "® (CAP END o > i TYP. ALL PIPES AND OUTSIDE OF BED OF PIPE) w� O a END PERF. co U W omcjo a PIPE � � z zz �. Al SEEPAGE BED KEYNQTE LIST a U$ �® ITEM DESCRIPTION a w { 0 1 o, MONITORING WELL TO BE R® 1 Y2 2 CLEAN DRAIN ROCK. �_ W} CENTERED BETWEEN PIPE m m �a I AND OUTSIDE OF BED Sa FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER D" W z SEE TABLE 1 OF THE ISPWC. op z a z 30 MIL PVC LINER, ACROSS BOTTOM OF ROCK AND ALONG OUTSIDE EDGE OF ROCK® LITER SHALL BE Ro Roo Ro CONTINUOUS (SEAMS FACTORY SEALED) OR CONTRACTOR S PROVIDE 12" OVER AT SEAMS. o _ (SLOPE BOTTOM OF LINER UNDER ROCK PORTION OF SEEPAGE BEDS (1%) TOWARDS SANG) f WOVEN FILTER FABRIC PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) (INSTALL BETWEEN ROCK — O ® W€f AND SAND AS SHOWN) a® EN Li X Nwf NON—WOVEN FILTER FABRIC TOP & SIDE PER ACI-II3 REQUIREMENTS (SECTION 8200, PG. 32) ce LT BEGIN PERF. i BEGIN °� o ® ka a PIPE (TYP.) PERK PIPE q z E Eom ED 2E gam: i ® L SEE PLAN VIEW SEE PLAN VIEW SEEPAGE BED NOTES: OUTSIDE BED OUTSIDE BED aL' a a 5T MIN. aIr—iLa 50' MIN. 1® PLACE MONITORING WELLS IN SIDEWALK OR BACK OF W WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. a J 1.5 Ka via 1.5, "Ka MONITORING MONITORING 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN I WELL "I" WELL ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE E!LAN YLEA Imo'LAN VIE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, — N.T.S. N.T.S. CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. SB DIMENSION TABLE SB DIMENSION TABLE LS3 4. ACHD INSPECTORS BE ON—SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. SB # "I" I ��" "K" "�" � ae„a aIe a Js rry�a aLa ( w 6'S K 5, ACHD STAFF MUST VERIFY THE INFIL TION RATE R THE FACILITY IS FULLY EXCAVATED. �.■ 8 140' 41' 85 L 31' 4.25' 9 107' 13.5° 10' 2' S' (r 6. SEE STORM DRAIN PLANS SHEET SD-1, SD-2 AND SD-3 FOR BED ORIENTATION AND ADDITIONAL INFORMATION. z SEEPAGE BED NO. 8 SEEPAGE BED NO. 9 Li CN O �I SCALE NO SCALE GEOTECHNICAL INFORMATION PROVIDED BY MATERIALS 0 Dt%DATE 07/21/2020 TESTING & INSPECTION. REPORTS DATED: OCTOBER 26, PRQ�. 0. 20Q42 2017 AND ADDENDUM NO. 1 DATED JULY 19, 2019. GROUNDWATER MONITORING PROVIDED BY MATERIALS TES ING & INSPECTION FROM OCTOBER 18, 2017 TO SHEET OF 5 JNE 20, 2020• o 0 < Lr-'w)" T-2 ®- LL Z /SHEETS/200421—DT2•DVVG