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CC - Construction Drawings W1-01I� J�C�LJr-Mr-kh'IE �A\ J�8 SU, ^ �I�V I� I�J� 3 BOOK -- PAGE ------ A PARCEL OF LAND BEING A PORTION OF THE NE �/ OF THE NW �/ OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND 2021 - - SUBDIVISION BOUNDARY SECTION LINE RIGHT-OF-WAY LINE CENTERLINE CP&F INST. - - _ - LOT LINE NO. 2016048141 EXISTING PARCEL LINE 26 25 CP&F INST. W. MCMILLAN RD. BASIS OF BEARING PUBLIC UTILITY, PRESSURE IRRIGATION _ _ NO. 2020002036 - - - - - & LOT DRAINAGE EASEMENT LINE - - N89_24'40"W 2681.72' 25 1 4 35 36 1341.28' W 1/16 1340.44' / SEE NOTES 1 & 2 -� 36 _ CP&F INST. N0. EXISTING CITY OF MERIDIAN o I o LO \ 113099210 SANITARY SEWER EASEMENT _o WHITECLIFFE ESTATES SUBDIVISION NO. 1 INSTRUMENT NO. 2019-071587 POINT OF BK 118, PAGES 17959 - 17961 LEMP CANAL / z I ILI)Z52�. BEGINNING - - - - - - - OTHER EASEMENT LINE AS NOTED J I S89'24'40"E 570.67 Q Z � 17 �� � - FOUNDBRASSCAP ASNOTED 19.50' �f.QO' Z0O0- � DD' 7Il OO- 7Q.00' ' - A 1 10 I 11 i 8, ® FOUND ALUMINUM CAP AS NOTED o I o K, g I I $ 5 7 j o 6 5 4 3 • SET 5/8"x24" REBAR w/PLASTIC CAP �� /\ �"' �- I w c I ° • SET 1 2"x24" REBAR w PLASTIC CAP O l �� 8047sf No o� o0 00 00 00 / / SEE NOTE 11 �L �'� o�' � ,r; W N 8688 sf U 8050 sf � 0 8050 sf 0 8970 sf I`.4 o � " N o z _o o o -,,�� of ,•..� ,.,� ^ r - M ^ O FOUND 5/8 REBAR, PLS 11118 OR AS NOTED 10555 sf � o6 9211 sf o o ^ o o I J• 19.27 LOCK 1 Z o z z l con 0' 40' 80' 160' FOUND 1/2" REBAR, PLS 11118 OR AS NOTED 47.58 �» 5' I 11 IP44 5.45' 11 LOT NUMBER PLS 9895 J N89'45'55"W W �- 8'� - - '-1 - - - �- 1 ` C7 32.70' 70.00r 78.00' 47.58' n�A ST o'• �. a �, N8924'40"W - 1" = 80' C6 `2 _ c N - S89.24'4 . 9.95' i4Z5$- _-_-_ 100.90,in00 N L4 CN "' 99 sfNOTES z^ 9 • 56.18' �S 4.881. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, WHITECLIFFE ESTATES SUBDIVISION 35�36 �o ?2� 2 1 01� 30 SEE NOTE 11 0 0"E - HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS 1/4 0 a, 12708 sf I �� -L23 _0279 sf S89'45'55"E 25' 25' 8' & _ EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. CP&F INST. 5 /' 0 115.00'- ''o 10' �� S89'45'55"E N �� 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC NO. 2019-092669 ? j �, 2S' 8615 sf UTILITIES, WHITECLIFFE ESTATES SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET N^ - -S89'45'55"E------ 2S• d 31 too 10'yl z - -131.57'- - /� 29 1 0. 9200 sf i� ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. -S89'45'55'E- -' N N 1 O ` 115.00'------ _ 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE w to �, 1p• to 10' 1�10, RESUBDIVISON. c>as 8485 sf 1� `� 10142 sf r - -115.00'- -= 16 9,; j j j -N89'45'55"W __I o of w 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION °' 10'y o1 9200 sf lol > 31-3805(1)(B). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ----S89'45'55"E- -' as ¢ `�` °° -_-- `fl �--_-- o 32 �oo J ASSESSMENTS FROM THE SETTLERS IRRIGATION DISTRICT. ANY PROPOSED AND/OR FUTURE USAGE OF THE BOISE PROJECT BOARD OF 115.26'- 115.00'---- o o -___ I CONTROL FACILITIES IS SUBJECT TO IDAHO STATUTES TITLE 42-1209. g N89'45'55'W ^ 8625 sf h _---S89'45'55"E- � j r .00'- - N 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING 16 8051 sf �� 28 �------115.00'- -' 15 b m REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL UNLESS A GREATER EASEMENT EXISTS, IN 8704 sf Sri N89'45'55"W I o 00 o Z WHICH CASE THE EASEMENT SHALL GOVERN THE SETBACK co L -S89'45'55"E----' r, 8625 sf iu., Lj I - BLOCK 5 o ,� �I 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS -115.00'- - I o, 33 Fo U) 0 115.00'- - o- o i BLOCK 4 1 SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. -� 8 �o I-- N89'45'55"W ^ 8625 sf I^ I - -S89'45'55"E- -' WHITECLIFFE ESTATES SUBDIVISION NO. 1 io ! BK 118, PAGES 17959 - 17961 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. cV U-) 0 8050 sf o !r) o '� r I^ d 27 o L 115.00' 3 8. LOT 11, BLOCK 1; LOTS 9 & 18, BLOCK 4 AND LOTS 30 AND 39, BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE lil 8625 sf Sri F---N89'45'55"W-- a 14 �o O WHITECLIFFE ESTATES SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR r L- S89'45'55"E----' > '� ^ I o 0 0 0 ¢ 8625 sf i� I PUBLIC UTILITIES AND WHITECLIFFE ESTATES SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION Z r -115.00'- I r` r . - 115.00'- - 0 34 �8 I 1� con 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO AGRICULTURAL OPERATION, l0 8625 sf N89'45'55"W ^ 8625 sf I^ N - -S89'45'55"E-_i AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN h r I ! � j r -115.00'- I OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE j BLOCK 8 _j a 26 0 --115.00'-- I N r, 13 0l OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS S2 8625 sf r r N89'45'55'W -- o OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL S89'45'55"E- ^ �, 0.1 8625 sf I,f, I OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 35 �o � - 10'y - -115.00'- o o ¢ j 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT IQ 6 �o Z I TN89'45'55"W- 8625 sf h S89'45'55"E- -' I I N0. 2018-111711, RECORDS OF ADA COUNTY, IDAHO. I 8625 sf Ir- I j Z r------115.00'- - 11. PORTIONS OF LOT 11, BLOCK 1; AND LOTS 30 AND 39, BLOCK 5 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY �n d 25 o r - -115.00'- -= 12 10' HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM I P 8625 sf ^ -N89'45'55"W- I I o ;oo WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND - -S89'45'S5"E- o I 8625 sf I,1; / INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT'). THE MASTER EASEMENT AND THE STORM � ,�� -115.00'- - 0 3fi Fo i WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE a 5 o N89'45'S5"W- 8625 sf I� MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. Z o 8625 sf o I - '� ----S89'45'55"E----' g ) 24 BLOCK 5 10 r - -115.00'- - 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT I oo �------115.00'- -' NO. __________- RECORDS OF ADA COUNTY, IDAHO. I I o 8625 sf �; --- _ I 1 1 S89'45'55"E� 146.22' '- -S89'45'S5"E- -' ^ r\ N89'45'S5'W- I o0 0 - \ 13. THIS SUBDIVISION WILL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR WHITECLIFFE ESTATES v�i,r, 10' ,� 8625 sf r; I---__-_ - ' SUBDIVISION NO. 1, RECORDED AS INSTRUMENT N0. 2019-116877, RECORDS OF ADA COUNTY, IDAHO, AND AS MAY BE AMENDED. �o - -115.00'-- - i I�1o' 0 37 Fo j BLOCK 4 _�- - - \ j ,3�"w 2591� z o 4 =- -115.00'- - o o I_10' 1 \ �a , 14. SEE RECORD OF SURVEY NO. 11390 FOR ADDITIONAL BOUNDARY INFORMATION. �cn o N89'45'55"W ^ 8625 sf h - -S89'45'S5"E- J F10 $ 5�1 .�9'06 Vr 8• QO ,N 8050 sf io 5.00'____ 1� / S52 1 4E 5 15. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A SETTLERS IRRIGATION DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 9< I� I 23 �o L 115.00'- - -1110 'Io 16139 sf 531�50506"E 13•Da 6� 2019-011225, AND AMENDED PER INSTRUMENT NOS. 2019-048565 AND 2019-098981, RECORDS OF ADA COUNTY, IDAHO. w ao u---S89'45'55"E---j 8625 sf C. - m 00 Y 1 - -115.00'- - I I ^I 38 10'N C.^ I N89'45'55"W- IN �? 8661 sf I��IoN '� 1 �. v IQ roo N89'45'55"W- 0 10004 sf 25 c --- S89'17'16"E /" O%0 \ \ 8050 sf i^ 25 -104.71'- �70.871- 22 o I j �� �24 124.54 17 58 0b ` ��9 W. B1RD -115.00_ 1 L13 L12 8625 sf j� I 86'-" \ 1595 sf C2c2' / \ NO pR " _129• „w S89'17'16"E 124.54' SURVEY NARRATIVE N89 45 55 1716 5.00 - ' " -I - - _ G SEE NO1E 11 W. BLUE FEATHER DR. ti� 43 c T THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO NO"14 05 E - _ % 2 / j o CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION 31.02' N89'45'S5"W ' - �18 C21---_49 54= -_7�0(L �2' I N BOUNDARIES OF WHITECLIFFE ESTATES SUBDIVISION N0. 1, WHITECLIFFE ESTATES ' �- /�O'� 0 I 40 I ' . 42 I 13607 sf WHITECUFFE ESTATES SUBDIVISION N0. 1 SUBDIVISION NO. 2, COBBLEFIELD CROSSING SUBDIVISION, COBBLEFIELD CROSSING 115.00 39 /��� �O I 41 5�i i 1 3 BK 118 PAGES 17959 - 17961 24160 sf o R SUBDIVISION N0. 2, INFORMATION FROM RECORD OF SURVEY N0. 11390, AND CURRENT SEE DETAIL: I c00 � d- ic in ���°F `��O O / SHEET 2 I N N DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES rn o�r; /��,�5 ��� ��/ o o o 9979 sf "2 1 N L Lq FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS N C S� ti� �� �1�/ _� N 8658 sf _�N 8625 sf v i o 1 ��NP N�S SUBDIVISION SHOWN HEREON. W. SYDNEY ST. Z I L14 `t �55j0/S E NOTE 11 `BLOCK 5 1�N o�5�' GISTER�OG�� EXISTING CITY OF MERIDIAN _ 1 943 W MCMILLAN ROAD, LLC L16 / I - - I 1 -5' L I I I a- 11118 � SANITARY SEWER EASEMENT, N 172.88' 75.00T J 75.00� J 78.25T 75.0o DEVELOPER INSTR. N0. 2019-071587� N� P� = BOISE, ID 64.73' �T N89'17'16"W 476.14' EXISTING ADA COUNTY HIGHWAY T l/�TF OF \O �co DISTRICT STORM DRAINAGE EASEMENT, N W. N ENGINEERING I INSTR. NO. ____-______ TO P WHITECUFFE ESTATES SUBDIVISION NO. 2 Lon 01ut'ons BK _ PAGES - SOLUTIONSLLPLand Surveying and Consulting JOB NO. 18-13 231 E. 5th St. Ste. A, Meridian ID 83642 SHEET 1 OF 4 MERIDIAN, IDAHO (208) 288-2040 - (208) 288-2557 fax WN1-02I� J�C�L I� PIP-90 E89--P-rJA M-PEE18 DIVIBION 3 BOOK -- PAGE ------ CURVE TABLE LINE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION C1 33.70' 260.00' 7'25'36" S24'53'12"E 33.68' L1 23.50' NO'14'05"E C2 43.75' 65.00' 38'33'38" N71'25'55"E 42.92' L2 23.50' NO'14'05"E C3 93.75' 60.00' 89'31'22" S44'31'36"E 84.50' L3 25.38' S6'30'17"E C4 144.37' 178.00' 46*28'10" S67'21'15"W 140.44' L4 25.38' N8515'22"W C5 136.34' 178.00' 43'53'05" S22'10'38"W 133.03' L5 28.20' S44'35'17"E C6 114.89' 150.00' 43'53'05" N67'49'22"W 112.10' L6 14.27' N45'24'43"E C2 W. BLUE FEATHER DR. O C7 42.61' 203.00' 12'01'39" S84'34'30"W 42.54' L7 14.10' N45'24'43"E / C8 76.39' 203.00' 21'33'36" S67'46'53"W 75.94' L8 25.00' SO'14'05"W // \ C21 \ C9 5.79' 203.00' 1'37'59" S56'11'05"W 5.79' L9 25.00' SO'14'05"W 5' PUBLIC UTILITY, IRRIGATION// 39 � AND LOT DRAINAGE EASEMENT C10 45.92' 173.50' 15'09'48" N53'27'44"W 45.78' L10 25.00' S37'50'54"E SEE NOTE 2 C11 82.97' 173.50' 27'23'54" N74'44'35"W 82.18' 1-11 25.00' S37'50'54"E �EXISTING ADA COUNTY HIGHWAY 40 DISTRICT STORM DRAINAGE EASEMENT, �-r, C12 4.01' 173.50' 1"19'23" N89'06'13"W 4.01' L12 25.00' N89'45'55"W INSTR. NO. ---------- m F C13 96.89' 126.50' 43'53'05" N67'49'22"W 94.54' L13 25.00' N89'45'55"W / I S53°47'04"W23.76' C14 33.04' 203.00' 9*19'31" S28'12'30"W 33.00' L14 4.68' N89'45'55"W C15 72.26' 203.00' 20'23'37" S13'20'55"W 71.87' L15 10.23' S89'43'18"E / o / I C16 10.34' 203.00' 2'55'02" S1'41'36"W 10.33' L16 14.52' NO'14'05"E / BLOCK 5 / I C17 105.91' 153.00' 39'39'38" S20'03'54"W 103.81' L17 35.00' S12'00'00"E I C18 135.37' 153.00' 50'41'37" S65'14'31"W 131.00' L18 152.04' N78'00'00"E C19 45.54' 85.00' 30'41'56" S15'06'53"E 45.00' L19 41.00' N38'32'59"W C20 61.41' 85.00' 41'23'49" S51'09'45"E 60.09' L20 30.00' S51'27'01"W DETAIL C21 25.85' 85.00' 17'25'37" S80'34'28"E 25.75' L21 41.00' S38'32'59"E N.T.S. C22 60.57' 90.00' 38'33'38" N71'25'55"E 59.43' L22 30.00' N51'27'01"E C23 26.92' 40.00' 38'33'38" N71'25'55"E 26.42' L23 59.70' N89'40'18"W C24 27.13' 35.00' 44'24'55" S67'04'49"E 26.46' C25 27.55' 35.00' 45'06'27" S22'19'08"E 26.85' S��NPL LA Ns 0�5 S TER�OG�,c 11118 943 W MCMILLAN ROAD, LLC DEVELOPER P� = BOISE, ID l/ TF OF XO Co "TAN W. NPR ENGINEERING LlLAn ofut'ons SOLUTIONS Land Surveying and Consulting JOB N0. 8-1 3 LLP 231 E. Sth St. Ste. A, Meridian ID 83642 SHEET 2 OF 4 MERIDIAN, IDAHO (208) 288-2040 - (208) 288-2557 fax C N C E W.DEfR CREST OR. � o.c� E ABS Acrylonitride-Butodiene-Styrene cf Cubic Foot DWG Drawing STANDARD ABBREVIATIONS MH Manhole PP Power Pole SB Seepage Bed SY Square Yard \ ( I \ ' T T T -� T i �- Q .O C ® o 2 o, 9 P q 9 I \\ 1 \ sU o,VIS14 I I I I I \ I 1,/ LL j o > Q` °-ABAND Abandoned CI Centerline E FASTING MIN Monitoring Well PSI Pounds er S uare Inch SD Storm Drain TAN Tan ent I Q I �" Q ACP Asbestos Cement Pipe CO Clean-Out (Sewer) EA EACH FL Flow Line INV Invert N Northing PT Point of Tangency SEC Section TC Top of Curb ( I I 1 \ PARAYgUNt I ( I I I I I I \ I I o N AH Ahead CONC Concrete EG End of Curve FTG Footing IRR irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone J- - �' J - - J- - - -✓ - 1 - - - - O ��, E v 0 =2 > 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 - - - - - _ - - - - - - - - - - - - - - - - - - - - - - N - ° - - - Gl! McM/CLAN RD. - - - - � - N = ° U BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Slope Gf! R9cM/LL�dN R0. - °-a� `�� �' 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 _ _ _ ............_ _ _ ......- _ _ _ _ -_ _- - - al 15 U U '- °' ° C = 0 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 LEMP GANA --- - - J L C3 2 v ° ,_ N 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 �d0' ' 1 1 - 1 Q 4) °'V v " �� O•- U O C } BW Back of Walk DI Drop Inlet EVC End of Vertical Cure GR Grade LF Linear Foot PIRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box T T �' i- -i- - - T - - r O a 11 l0 BLTKI T - T - - T - - l Q� y� .21 a� a o.. CB Catch Basin DiA Diameter EXIST Existing HDPE Hi h Densit Pol eth lens I I 5 I ILOCK 1 BLOCK L � � _•" °' _ 9 9 Y Y Y LP Law Point PL Property line RR Railroad STD Standard VC Vertical Curb o5 1 9 8 7 4 I I ( 1 I I _ �-' p LT Left POC Point on Cure Rt Right SVC Su eyed Vertical Curb VERT Vertical 9`M 4 1 I I Q � �' s °';.r DIP Ductile Iron Pie FG Finished Grade HORIZ Horizontal g P � � 2. Q 2 3 4 5 s � 8 9 I 10 --` I o� � �o� �® � _ DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tangent S Sloe SW Sidewalk WM Water Meter o e J I I I I I I I = t Z NOTES g P �� 0 w nDas1R£Er w. Tl c„ �.-�---�---�---�--�- - _ ®� SI. W. TIDA ST. m II/ TIDA ST. - -I J 2 o GENERAL CONSTRUCTION WWI EWER °01 1 I I I 11 \ r -..� _'_-, - �- -� - T -r-.T - l \ 12 i - �,�`' - a V s 30 1 T, 0 1. A I 17 2 f} 2 i 3 i 4 I 5 I 6 I 7 E F - - - I I M Cr Q o o-w m 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 + / / / 31 - - 8L06� 3 I I 13 Q 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. 1 I J 16 s I - r - - - �- - o addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the referred to in General Construction Note No. 1. Idaho Transportation Department ITD . The more stringent of an of these standards shall be the controlling 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm EL cr. 9 I L� I 28 a - ) e 1 14 ( / Z _ T o a a P P ( ) 9 Y 9 P P P ( rY coeet� > • �_ i 5 - - s o s y standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water w. 0 I 33 0 4 ( ! 7 ! �� L - ®_ Y . Li m 1 .s 15 � o� o � sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, 8 ¢ 27 ¢ . _ _ I 1 I Q m / \ LL � o 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on for a potable water main and non-potable water main to cross with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public I I t4 V I BLOCK 3 I - , o - - \ b site at all times during construction (available on the website). Failure to have a current copy of the inches of vertical separation, the crossing shall be constructed in accordance with Section Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 0O Y 34UJ 1s UJ " 9 I \ Y7 Imo, 5 IQI I 10 Izl Standard Specifications on site could be rounds for a stop work order until the situation is resolved. -1 - y -' - - - `� _ _ = g-= � P 9 P 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.09.08) and Section 26 o a' m v \ / o v a o 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non-potable services and potable water services or potable water mains I a= Y m [ ¢ t3 L - - - - -(_ `" r LL _ c> . 35 z s 11 i_ 17 ® � � $6 oL• �' a 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 necessa fora otable water main and non- otable _ _ _ 6 ` n I ! Department on site at a10 times. ( ) necessary P P 25 - m - _ - - - (n " _ ` P 3. The horizontal separation of non-potable services and potable water services or potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be I T I z 3s 0 12 1 z �, I (� Z -�o-_Q -2-2 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 1 I 5 1 12 18 \ ( o o 4. All Contractors, Subcontractors and Utility Contractors shall 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). - I 24 11 16 BLGo(T - / 0- r o v o on-site meetingwith 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 37 1 " a Y J P ) P P 9 \ _ 4 I I I BLO�K 4 \ / 1s I 14 111 13 I I 19 l g Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses - T 23 1® 4� �! �; g� 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 . o I `c p ( ) Y ( g ) 1 3 I �38 -� o wa o--2 required. No work may begin on any project without Twenty Four (24) hour prior notice. 1 Q - m -,-- o o_ WING DR. W BIRD 1rvc DR = �, c U cn ( ) PP PP ( ) P PP 9 P 1_I 22 F 1-. ;y. BIRD ---� �---- - ;� 2 E �s 4. Place water service lines in a two 2 inch diameter pipe wherever the service line crosses a 5. When cover over a sewer pipe is less than three 3 feet from to of pipe to sub rode or to of / _ _ W. BLUE / _ T -TY P P q 9 Y1 I I BM1�6. Contractor shall notif the Public Works Ins ector 48 hours rior to re wired testis . Contractor ma not storm water treatment facilit o.e. see a e beds, draina a swales . i e to natural round, use "Class 200 water ressure i e , ASTM D 2241, SDR 21, includin service2 I1 v=Y (� P 9 9 ) PP 9 P PP 9open or close water valves. - OAO�_fl_ I 21 43 5 I 1 W 1 I s V< _-'m lines and fittings. _ 39 I I _ _ I 40 4t 42 3 2 Z Q _ � a Og.=_ E8s 5. The Contractor shall be responsible for providing continuous water service to all existing water - W.SvIffy5C w SYDNEY Q - - - IBLOCK 51 s y Fi o y W as 7. All material furnished on, or for the project must meet the minimum requirements of the approving STREET BL K 5 ( 2 _ o =" users affected by construction. If water service must be interrupted, the contractor shall 6. The Contractor shall conduct on air pressure test and television inspection after all underground - - �C� I 20C I z Q v = d agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof coordinate with the Public Works Inspector. utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final - >- r- - I- - = I--I o that all materials installed on this project meet the specification requirements set forth in General 10 I I BLOCK 5 I 3 - C 0 „ acceptance of the sewer. o' - --) 1 1 1 I I 1 1 1 1 1 Construction Note No. 1. - - g 19 18 17 15 14 13 72 11 10 9 B 7 _ a 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and t g l 7. All CCTV inspections shall C� ��s o be completed b third art testis firm. 5 9 `--i--- - - -.L-- - - - - �- -i - o standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). P Y party 9 J �,� 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilfing trenches �e \ 4 0 - - - Yl LORETTA ST. z bl! LORETIA ST. I- - ��0 o g s a for pips; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 7. AI! water pipe and fittings shall comply with applicable portions of Division 400 of the 8. Approval and acceptance of all sewer construction will be by the Public Works Department and their eC- •-�T--1---7.-.T-.-- o - - - - - a.Z ` ,o N �, 0 \ �lv l - V-.-j - r- - r- --r. m`�- o o c N a�i E Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or decision shall be final. Such inspections shall not relieve the contractor from the responsibility of I •- PP P g I \ 7 6 1 5 1 4 1 3 1 2 1 1 jW 1 1 5 - - _ u o z 9. Inspection, approval and final acceptance of all water and sewer construction shelf be by the Public C-909, Class 150 PVC. performing the work in an acceptable manner in accordance with the approved construction plans and I \ 1 ��I 13 12 11 1 10 1 9 1 8 1 7 1 6 \ � Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from Standard Specifications and Drawings. 01 1 1BLOCK 1 1 �=Q- I I I BBLOCK L# 1 I the responsibility of performing the work in on 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 1 - I -I '�"-'r� -�-1 -11- --� - -(�- -�-��- -1- "��'-� "� -1 - v� - orj� 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 I Q ®/(,' ' 1 otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the gq WIN PAkK SU�NiS101 I I I 1 I I I I I 1 1 1 gAiDWiN 1�ARK Sr gor✓isi N 10. Any deviation from the approved plans and specifications must have the applicable agency approval in g• Locate subsurface storm water disposal facilities (includingun-lined ponds, infiltration beds Supplemental Specifications and Drawings to the ISPWC. L writing prior to construction. P P and drywells) at least 25 feet from main water lines. This requirement does not apply to catch \/ = wP�R11E FlADS DR 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. � W _ �• basins or sand and grease vaults. - _ I -� � _TT_ � _F � O 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Q ( �- �� from the Building Division of the Meridian Public Works Department. Any deviation in street light locations Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the I a 1 I I I I I I I I I I I 1 1 1 1 1 1 I 1 I ,� a9 3 from the approved plans must be approved in writin from the City Engineer. 10. The Contractor shall notify the Public Works Department two (2) working days before initial I PP P PP 9 Y 9 final inspection. Service lines shall extend ten 10 feet beyond the right-of-way where there is attached - ® construction begins and shall also request inspection of water lines and appurtenances - l`y> e� twenty-four 24 hours in advance of backfillin sidewalk andten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may �1�-L - m �_� 4-- S��O 12. Take all lot dimensions, easements and certain off-site easements from the plot. Y- ( ) g' be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. I - I I I I I I I ( I I = \ 13. The Contractor shall maintain all existing11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance with drainage g facilities within the construction area until the applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 11• The Public Works Department will inspect all public sewer construction whether within public SITE PLAN drainage and irrigation improvements are in place and functioning. PP P PP P 9 m o right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours 1 " = 200' g a P w N z 14. Al! 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 gain twenty-four (24) hours prior to pouring concrete collars. safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices per Standard Drawing SW3. o w o o and control of traffic within and around the construction area. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe m w gi 13. After installation of the water mains, the trenches shall be compacted to 95 percent of laying and pipe joining operations and while making sewer taps. Clean and restore to their original state o w 15. All Contractors working within the public road right-of-way are required to secure a right-of-way P Y 9 g - z Z z maximum density to revert further settlement. an ditches and storm drain facilities that are silted due to the Contractors dewaterin efforts. Bedding HORIZONTAL DATUM USED �' ¢ Z " " and pipe zone material shall be three-quarter 3 4 inch rock chips unless otherwise approved. � � o ¢ w construction permit from ACHD at least twenty-four (24) hours prior to any construction. P P q ( / ) P PP z � J � � 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations ROCKY MOUNTA/N HOCH SCHOOL US GOVERNMENT HORIZONTAL NAD83 ADJUSTED Z o match final street grade, & that all meter lid elevations match an extension of the sidewalk 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with TO THE ADA COUNTY H.A R.N. SURVEY ~ Z w N 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor - grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign current ACHD standards. cn 0w shall determine the exact location of all existing utilities before commencing work, The Contractor assumes debris and to ensure that the locking lids are free of concrete from the collar pouring o zo &Z all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all AT MAR D z w underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation- operation. 14. Instal! sewer service lines prior to street improvements. BENCH �Y ARKS ai- o z ® m � r � 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are to 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental NAVD88 (ADA CO. HARN1 w o z 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. VERTICAL DATUM HORIZONTAL DATUM from water mains. This requirement does not apply to catch basins or sand and grease traps- All gate valves shall be set as close (flange connected) as possible to main line fittings. " 16. The Contractor shall test all sewer lines in accordance with Section 501 p er City of BM }� � 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). #1 ca :716. Upon the completion of work, the Contractor shall submit a set of "Record Drawings to the Supplemental Specifications & Drawings to the ISPWC. Meridian L�LJ J 1J LJ ELEVATION = 2577.99 N = 721,671.2 0 a, 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the Engineer. I CHISELED X IN BACK E = 2,451,358.4 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot W. MCMI N RD. OF SIDEWALK co actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide (N o these locations to the Design Engineer for use in the production of record drawings. 17. The Contractor may pressure test all wafer lines before disinfection and flushing, for His of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of � .d- 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 E1M; 2 0)c0,0 After all utilities are installed and prior to paving, the Contractor shall perform a final pressure cone to assure that all ring elevations match final street grades. Manholes may have 12 inches maximum ELEVATION = 2576.17 N = 722,023.4 N test and finder wire continuity test with Meridian Public Works Department personnel in of grade rings. SITE CHISELED X IN BACK E = 2,450,746.9 O ,�j attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the OF SIDEWALK00 v test. Only water from the City of Meridian's water system shall be used to conduct the pressure 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concreteL!u ROADWAY test. collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The o 0 Q BM#3 N p o paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring 0:::q a a o ELEVATION = 2581.76 N = 722,115.6 1. All Contractors working within the public road right-of-way are required to secure aright-of-way 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be concrete collars. CHISELED X iN BACK E = 2,452,101.3 z f construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. on-site at all times. A stop order can be issued if the book is not on-site. z OF SIDEWALK � in Q 00 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with 00 M 2. ACHD or ITD will inspect all work within the public rights-of-way $o include utility trenches above the 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the vertical wall placed an the upstream side and rotated 45 degrees. Manholes less than four (4) feet vi BM4 twit o RHEI pipe zone. the field. Mark and construct service lines in accordance with Section 504 per City of Meridian deep shall have concentric cones. o ELEVATION = 2578.24 N = 722828.0 :2 Supplemental Specifications & Drawings to the ISPWC and Std. Dwg- SW3. The service marker CHISELED X IN BACK E = 2,450,752.1 Q 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the 20. The Contractor may air test all the sewer lines after backfilfing and settling of the trenches for his OF SIDEWALK � o improvements outside the public (ght-of-way. _ own benefit prior to the installation f th o right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where p o e other utilities to ensure the integrity of the installed line. He BM 5 `- there is detached sidewalk. shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all ILL ELEVATION = 2583.40 N = 722,994.2 latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule VICINITY AP FND BRASS CAP E = 2,452,101.1 I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any with City of Meridian Public Works Department a minimum of 24 hours prior to the retest. �' ICI 1 improvements. 1 ss s= 1000 U) 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the LOCATED IN THE NE 1/4 OF THE NW 1/4, OF SECTION 36, TAN., R.1W., B.M., � LLJ 5. Set the tops of all valve boxes and sewer manholes flush with the stops of the finished street grades. Engineer. CITY OF MERIDIAN, ADA COUNTY, IDAHO 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM M FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE 22• The Contractor shall be responsible for locating and marking all existing service connections in �,f' Z Works will inspect storm drainage improvements serving private roads, parking lots and other paving accordance with Standard Drawing SW3. �..�YL improvements outside the public right-of-way. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL j 06 EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC 9 DAND MAC T/� m 112- 7. Place all water valves, blow-offs and manholes so that the do not conflict with an concrete curb and woluD"artmem 1/1 Y Y ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES Book MUST be on-site at all times. A stop-work order can be issued if the book is not on-site. ma ss gutter, valley gutter or sidewalk improvements. CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 10 [i] Z _ : 8. The street Contractor shall backfill all sidewalks of the completion of the paving. AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG PRESSURE IRRIGATION NOTES RL 0 �T� O 0:� 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. SHEET INDEX i■■I _ SEE SHEET PIRR-3 � z the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. �� U 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and 1 OF 14 T-1 = TITLE SHEET, VICINITY MAP & NOTES _ _ include any area damaged by equipment during trenching operations. 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor 2 OF 14 LGT-1 = STREET LIGHT PLAN Elk W ,�, > shall replace the entire roadway surface. 3 OF 14 ST-1 = STREET PLANI--- z 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel STREET PLANT LEGEND SEWER LEGEND WATER LEGEND 4 OF 14 sT-2 = STREET PLAN path of a lane. Matchline shall only fall in the center or edge of a travel lane. 11+00 U --+-►8*S- Sewer Line & Station W Construct Water Line r' Z w � 4). Flowable fill or imported material may be required if the native trench material is deemed 0+00.00 Centedine Stationing 5 OF 14 ST-3 = STREET PROFILES CV unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. No as--0® Sewer Manhole & Pie Angle 6 OF 14 SD-1 = STORM DRAIN PLAN AND DATA r 1 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction Concrete Vertical Curb, Gutter & 180° p g - Install Double Water Service M V begins. Separated Sidewalk, per ACHD Supplement S.C. Service Connection 7 OF 14 S-1 = SEWER rat WATER PLAN AND PROFILE DEVELOPER ® ~ ;;;ILLI to ISPWC SD-701 & SD-709 ® Install Single Water Service N. McKINLEY PARK AVENUE-W. TIDA STREET 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the S.L Service Length CM ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD Concrete Rolled Curb, Gutter S.I. Service Invert Install Fire Hydrant 8 OF 14 S-2 = SEWER & WATER PLAN AND PROFILE 943 W. MCMILLAN ROAD LLC 0 0 & assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be W TIDA STREET 13967 W. WAINWRIGHT DR. i U_ Separated Sidewalk, per ACHD Supplement Install Conc. Thrust Block LOT 39, BLOCK 6-W. BLUE FEATHER DRIVE IDAHO 83713 approved in writing. The following variances, listed by date and short description, were approved for the to ISPWC SD-702 & SD-709 "S- Exist. Sewer Line & Manhole BOISE, project: none. -12w- - Existing Water Line 9 OF 14 S-3 = SEWER & WATER PLAN AND PROFILE Phone (208) 939-5665 N. ARCHES AVENUE _J 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but Storm Drain System with a Drop inlet, E-Moil: Toddfo3amyxhomes.cam not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete -12"SD and Manhole - - - -•� Existing Double Water Service 10 OF 14 PIR-1 = PRESSURE IRRIGATION PLAN > SCALE AS SHOWN 0 DWG.DATE 03/03/21 rls work. Any work to be done outside of the 300' extended boundary of the project will require a _ _ Boundary Line o Existing Single Water Service 11 OF 14 PIR-2 = PRESSURE IRRIGATION PLAN separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, 12 OF 14 PIR-3 = PRESSURE IRRIGATION DETAILS & NOTES ENGINEER PROD. NO. 201104 requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior - - - - Right-Of-Way Line ("G- Existing Fire Hydrant ® a' to construction starting. Centerline 13 OF 14 DT-1 = STREET DETAILS ENGINEERING SOLUTIONS, LLP m Q_ - SHEET 1 OF 14 Lot Line 14 OF 14 DT-2 = STORM DRAIN SEEPAGE BED DETAILS Kathleen M. Stroschein, P.E. Q BIORETENTION CURB EXTENSION 1029 N. ROSARIO ST., Ste. 100 N �- Direction of Surface Flow MERIDIAN, IDAHO 83642 0 T - Phone (208) 938-0980 0 Z E-Mail: Kathys@engsol.org /SHEETS/201104-T1.DWG - - - - - W. McM®LL,4iVR0 — - - - - - - - - - - - - - - ----- - - - - — - - - - c ev.n L C a� E uY MCM/LLAN R� > Q — — — — EP �P — EP — EP —EP EP EP EP EP GY MCl&JfLLAsV ® ® t o o ® k EP — — EP— — EP — EP — EP EP — Ep — — EP — — EP® {.� �"' Or [ L - _ Lap CAVt LEXP UAW cs \ L£bfP(/?lkL LEdrP Cw!lL E ® 6 4l g$ e 9HP °' OHP OHP HP HP HP HP� 0 0 C C ®® � a - -- OHP O — :_-ate-. HP - - - -�, U T OHP @' 1 OHP 1 OHP OHP u ---- -- -- -- — - r�—' A—­ ------------------------------------------------ a c .. P r i rs 0 --- - -- ------ -- --- ---__ - == �-- --- _ _ _ _ _ s ---- L - __ - - ____ - •%� --_- - - ----- _ - -- _ _ �j -nrri -arrrrr- -+rr- ®rr -is err- -___- -______-.- -___.-____--_ --- _- `- �__ ___ -____---— _-_.--_ _-_ _ - ------------ ------ --'- _-- ---__- 1 _ •fie O O N - - T3- - - - - - - - -6•PIR- - - - - - - - - - - - - - - -� R - - -��-ter __ _ �• I �- -L--a' ___----__------- ------ --- -__ __----_- --___--_--__- -_---- ------ - ---_---_--_--- 6'`' ® V v O c -b°PIR- Yvn ?P - - - - - - p- - - -6"PIR T ��-- - - -_Z- 1_ z �_ __z____ --- _ _ �_s---_--___---= _ - - - - c v'r czz_0 o 1 -6°PIR- - - - - �_ - - - - - -_ �- - - - c ccL OI Il III iNII 3III II�._�1'I II \ III 1III1 3 IIII IiII IiI III 10 III III III11 III [ 0� COBOCK > BLOCK 1 BLOCK 1 j I • �cf) 'c „s o s_I INECUFE BLOCK 2 Em ESTATE 4 II I. 2 II 1 1 g 1 6 I 7 6 9 r0 E7 6 5 O. 3 2 I t E F Q. > ,�•,c-cL"Av's�o` a ®� �5 c I I I I I I 5 , a"w J W. 5- sIIIII II r°i°':-C.:¢s=i•CN v\s``-s{III(I./III-III 1�lICII;:::i..�lII}1IIlII,�I�IIl I:I-II�I�m\�d{°i'I I°IIII I\IIIIII I�IIIIIt=I/a:I\i II.jI(LI�(I:I�IIII�•./\l.t:I1IIIIs 1 1`�'4fIIl1a\-—`-�`1\\:-�`#:RII-\I-I-II I''_:J:II IIII II -'-----.(HI�`--I_I\/1f(II-—\�\`4 Ip I(In1�RII---_\"In�,I-lI\\81_lI 1s._'}1_=__—_-�_-/_\_—_i41IiI--=__-__g„=—B-\_II{-L r f III1I(O-CIII—I►{!f--i31 --__\—1-_I-I► � \/_I 1IIIII//.I/I�`IiIIII I IiI I i_..\_I I.II'VI1I`i�I!I�I(ji IIII'II�I II(III I(II IiI T III1 I1I��I IiII I II(I II,_—om!R—D-I—I{I I a—_II1 II m—°s1—21 II --9-5-C—R-f----/I6R---��_(II:�(.'I IIII.I�I I-I.\I'•�I_.�I1dI'I�•�=I-.jIf.°_k�I1�\IlII sl_I iII�I lII IIt I\II.'\—�m0�\_—Qo'�`\ d�1 m\\I I�I1iII EI•I(IIIII II I I;IF:IIk : I I 1i I I I J I aII I I iII 1II I c€III 1 I I I 1EI\--- \_-- _ - B E COM PLETE D AFTE R L CONSTRUCTION ON THE �1 ST. ®�� — d8 "■tT��C o�"■��l1�5 l 1►;m_=�oQ'�r®�uON�vu LL = Q[stti —s°w 8,w 5� Td�W. TtDA W TIlA S. TID� ST A �`o0VQOaCiE-3�' ' Q�y vo� }Zz" �Q®foc-� 60 30 ® 60 20 180 J Snt 18 12 SCALE IN :EET .6- - -- - -- - 2m a06 ' 3° 1 17 - - - - - - - - 2 aEI 231 1 4 1 5 1 6 1 7 e�Ooof STREET LIGHT NOTES z BLOS Zo1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. a; - - - - - - - - c1 s°PIR- - -25— —6°PIR` P10 29 ,s l - - - - - - - - - - - - -2580- _ _ - _ _ _ _ _ _ _ _ _ _ _ =2579= i 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO 32 STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT =2576_---_ o- _- htt— s: cotlzenortal.meridlonci or CltzetAccess TO OPEN A PERMIT C 9 - - ' 2570—_= = AND REQUEST INSPECTIONS. a.2 ss E,:5 BCCsa`` `•. 28 a- - - - --- v 3. INSTALLATION WILL REQUIRE INSPECTONS FOR THE CONCRETE BASE 15 IJI t«j _ _ _2570 � - — — — — ——— — , REINFORCING, BEDDING, BACKFL , AND FOR THE POLE AND ASSOCIATED 4 _= = = = = = 2575 WIRING. H 533 2576 2578 - 2579 15 4. STREET LIGHT BASES SHALL BE LOCATED 10° MIN FROM TREES, 5 MIN.BLOCK 4 s - - - FROM FIRE HYDRANTS AND 2s MIN FROM WATER METERS 2581j27 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE14 W0MIFFE srrs BLOCK 3 NO ' / STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE 34 5 \ MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL F. sT INSPECTION.m 16 m m , O REGARDING UTILITY CONFLICTS, OR TO o 26 - Q ,W1 ~ � wzmzoZ- INoWzt®mOr a¢ C! 1 N—— — — — — — —— ---------------- ACCESS LOCKED METER PEDESTALS. Z 13 -- -- -- - m �J- �z z W 35 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY s 17 o v o o 17 PRIOR TO INSTALLATION. 25 - - — — — — — - - - - _ - - - - - 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS Z W12 - - - - - -- -- - - -- - -- WITHIN THIS SUBDMSION. 10. TYPE 1 POLES SHALL BE BLACK.3s 185 7- J=4"PIR= a16 H. zi 24 - - - - - - - - -- - - - - - c 15 LEGEND 37 14 00 BLOCK 4 ro 4 EXISTING TYPE 11 STREET LIGHT Lce u ® If w rn 23 PROPOSED TYPE 11 STREET LGHT 10 C%MERIDIAN CITY LIGHT POLE NO. 38 Lu N Avg ow m -4"PIR PVCN3R EL 8s- x WHrTECLFFE W. B E FAER DR ESTAES NO. 2 LANDSCAPINGNOTES " - -- - - - - -7 39 1. LANDSCAPE AND TREES ALONG ALL STREETS TOBOCK a � m BOCK 6 BLOCK 5 43 1 1 1 I d LOTS. TREES MAY BE MOVED TO ACCOMMODATE s OUST W1111TCUFE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. H ESTAES 42 BLOCK 5 - - - - - - - -1 39 40 41 1 r 4°PIR No. 2 wHrTEctFE 81 ESTATES 2 W. SrDIVEr BLOCK 5 NO. 1 °6 mW SYDNEYST 4 PVC B PVC a°s �J \ 2 20 � dw Q -4"PIR- 4°PIR- - - - - - - - -4•PIR- - - - - - - 51 10 W111ECL1FF£ ESTAES No. 2 n BLOCK 5 Z Lu LD is I 18 17 I I is I 14 tr 12 1O B , - - - - - - - - - - In 54338C 9 54337C I Ch �s"v W L Off TTA ST s°w s°s LORUTAST L— a 'Ell SCALE 1 =60' IT � I ® QDWG.DATE 03/03/21 rIs 5 - - - - - - - - PROD. N0. 201104 2 1 13 12 10 9 a ►I � BLOCK SHEET 2 OF 14lT \ zW I z I; I I J I I BLOCK 6 I I I \ - - i--—j \ L _ -6`PIR- - _6°PIR- � I - - - - - x I 00 Q- - - _ _ _ - TPIR- - -6"PIR- - - I I I I I F I i AI 6PIR- T � LGT- 1 4 - - -6"PIR - - - - `PIR- 6°PIR- - - - - - - - - - - - - - - U- J 01 X � i /SHEETS/201104—LGT.DIh`G SEE SHEET ST-2 SEE_ SHEET ST-2 �- � � \ \ U 2578-23 50° R/W N NU. r ®I 1 r. � • �> �I a� Q� 2� ...........................::34 OD 257912 a r a 13+40 87 � 5 VT :a 25 I `° ll l l - STREET 1r® LIST U +Q.+ ooa o�-7C10 15'SW.---"­ 13+64 72 5SW oQ� M DESCRIPTION cnT ul> 2579.03 v 50° R/W s :::cc 13+60 I ° �� INSTALL 5' WIDE ASPHALT x 9' WIDE GRASS PAVERS (HS-25 TRAFFIC RATED), C Q 2f� o I r - -- - -- - - -- - - - ►4� T � (-- a> - 41 60 - ! _ - -- �o � - TOTAL 14 WIDE (AS SHOWN ON PLANS FOR STORM DRAIN AND SEWER � ;r �� N =� 13 MAINTENANCE ACCESS). GRASS PAVERS PER NDS TUFFTRACK TT24 OR APPROVED N o c Q g 41+27.27 �. ll - - - -- EQUIVALENT. SEE DETAIL, SHEET DT-1. - 41+48.29 2577.93 I a - - - --- ,a L E t > o 2578.01 I l Cl 35 I 14+15.87 -all I I R1 INSTALL 5' WIDE ASPHALT PATHWAY, REGRADE EXISTING GRAVEL/DIRT ROAD. SEE a Q l G - 1 2578.82 I 6 ` DETAIL, SHEET DT-1. m m 0 o �w m = ` 1 °l l W lld t m v c o `s ro c A 6 ° :-...I CONSTRUCT 3 CONCRETE ROLLED CURB, GUTTER AND ATTACHED SIDEWALK, PER 14+39.72 a 1 ! I E l l J l l C 1 17 ACHD SUPPLEMENT TO ISPWC SD-702 & SD-709. ` N 2578.72 [.... W Z c 25 _ m 49` , T 4 WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC 0 N o `- 4+40 I I - - - - -- - - - - - - - ! C2 SD-708 ° � CONSTRUCT p 12 I- I I % U 43 INSTALL CURB TRANSITION, VERTICAL CURB AND GUTTER TO ROLLED CURB AND S 40+52.27 I l s� .5 SW r�` G3 GUTTER, SEE DETAIL, SHEET DT-1. W �ooao� o 40+73.29 2577.63 Ln _ 2577.71 ¢ 14+90.87 7 _ ~ O y o o 0 36 w 2578.52 I 1 �4p,R TRAFFIC CALMING BiORETENTION CURB EXTENSION (34 TOP BACK OF CURB (n o o . :y x I I m = C4 LENGTH): PER THE LATEST STORMWATER DESIGN GUIDELINES, STD. DWG #BMP 32, Z " v e o s SEE BIORETENTION CURB EXTENSION NOTE 1 , THIS SHEET. SEE DETAIL, 5 15+14.72 `� L SHEET DT-2. o o o =_ �" Ao= 2578.42 z i I f6 Q � =��= ah C5 CONSTRUCT 14 WIDE CONCRETE DRIVEWAY APPROACH, WITH ATTACHED SIDEWALK, `o a o 39+98 29 24 15 20 �\ \ \ BLOCIf 3 PER ACHD SUPPLEMENT TO ISPWC SD-710B (CONCRETE TO BE 6 THICK). ` � � pq I ll ° 2577.41 1 C3 1 -` ° -,r -« - - - - \\\ ���- - - --4 PiR-= - - - - - \ INSTALL STREET LIGHT, TYPE II, PER MERIDIAN STREET LIGHT PLAN, SEE SHEETt s ~" 39+77.27 I e I \ \�\\ /40 00 o ® 2577.33 I.... 19f92.52 / a Q S a 2579.74f RETAIN AND PROTECT EXISTING CURB, GUTTER AND SIDEWALK, STORM DRAIN 040 37 $ 15+65.87257947 SYSTEM, TREES, FENCE, PR SYSTEM, SPRINKLER C¢ 2578.22 FL ° N1 (PER / S ENSURE IRRIGATIONS RINKLER \ ( �¢�° L BLOCK 4 19+86.40 a�� \\\ / LANDSCAPE PLANS. IF DISTURBED REBUILD OR REPAIR TO ORIGINAL CONDITION OR \ I ` � -_ 4 - � s 15+89.72 � ° MATCH7EX EXIST. �oX9 \ / BETTER, REFER TO DEVELOPER. c����,v•� 2578.12 I z I 19+80 REMOVE AND DISPOSE OF EXISTING BARRICADES. BEGIN CURB, GUTTER & 2577.13 23 79.89 SC �o�\ // PAVEMENT CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS V ys 39+28 29 a I I ® SIDEWALK AND/OR P \- - - - - - - - - - - - - oo \'\ -�- 25 N2 1 W! SHOWN.o0 16+16.68 LP 10 +70 HP \ OTHERWISE S �N 6 m z z ( 2579. _ 2578'..............'-' 0 16+16.68 LP 2578.01 I 99 000 �� \�\ PA PAVERS (GRASS) PER NDS TUFFTRACK TT24 OR APPROVED EQUIVALENT. T 2577.74 FL 39 20 39+02.27 2578.01 2577.03 2577.74 FL 01�� z� 2% i2"SD 16+63.91 18+78.72 C1 �\ \\ INSTALL "NO PARKING FIRE LANE" SIGN PER FIRE CODE SECTION D103.6 AND SS1 ��C f ` 2578.27 17+10.43 17+90.64 18+34.97 �\ �� \\\ / G15T��, lt, 38 e, 2579.48 /l. 19f9540\ 7y \^a S MERIDIAN FIRE DEPARTMENT. COORDINATE SIGNS AND LOCATION WITH ACHD STAFF o�I a s 2578.54 2578.99 t 2579.23 :\ 4 \� o C1 ' 2579.85f 3 . ... /.` ��g ® _ AND MERIDIAN FIRE DEPARTMENT. :: h _ ��:......... .. �9 2579.58f FL I 38+58.29t s 16+48.83 N - - �o •°/ i 9+88t \ ®01 I 2578.19 �r 9 - - s'\ SAW CUT EXISTING PAVEMENT A MINIMUM OF 2-FEET TO MAKE A STRAIGHT c� 3 �o 1 . I :. 2576.85± 38+58.29t 4nPIR - ® MATCH EXIST. 2576.85 o Cl . �9+7o HP 2579.9i± �`� \ \ SC EDGE. REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE �'a�`�'q���3 a�@ '� o. ° - MATCH EXIST. NZ MATCH EXIST. 22 N1 `sf+ 2579.99 °\ PROPER DRAINAGE. l 0 G W. BLUE FEATHER DR.^ ��� 2579.95 cr 0 19+07.05 ' o ° 2579.64WHI I I EST�4TESLNO 2 37f86.79 5SW I 33' SSW PPDE ®ED #3-3 :>:: ° ^ .� °° I --'` STREET NOTES: o = N I 2576.57 _a SEA ° °.° , . ' / I I M 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC z o s I - - - - - - - - - - - - = 2576.30FL - - - :.: -� 18+78.72 t 1 MINIMUM owoW2 MI 2 - _ STANDARD DRAWINGS SD-301 SD-303 AND SD-806. CONSTRUCT ALL PAVEMENT m " N 10f36.50 I 39 �' 16+72.4 2579.48 ' MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) BLOCK 8 2576.59 I Q ° 38f27.27 e`' �' 2578.05 FL `n ! I z o w FL 2576.73 2> , ; ' 16+92.18 17+10.43 17+59.97 18+34 97 WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION z < z o 257632 PA - � s ¢ w I 11400 10f76 HP 1Of40 Ia ' 6.= '� N1 /� 2578.43 2578.54 -----------------2578.81 2579.23 I - , o N o o I c I I I OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP 3 e _ (174� (171) (166) BLOff 5 A ,�� I 43 I 0.50 °') MIX, PG 64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH 4" OF w o N z Q ... ...- 2576.72 2576.89 2576.62 `�I t , i I 5 �" BASE AND 25" OF 6" MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL 3 � o z s� I -.T - - - HIT CLIFF �.; "' � � `� _ � X I 37-E49.27 Al BE SP-3, 0. INCH �"} MIX, PG 64-28 FIVE INCHES (5") THICK, AS A O Z Z z w - �,. - W ES�TESE 50 "NC " " " w I =X - - - I 2576.42 39 40 41 42 I 4 0 / N Qw � � I° NO. I MINIMUM WITH 4 F 4 BASE AND 25 OF 6 MINUS PIT RUN. COLLECTOR, r w Q ° I `" ° WHITECLIFFE LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 z m m o 37+37.27 CL ESTATES INCH ") MIX, PG 64-28 THREE INCHES (3� THICK, AS A MINIMUM WITH 4" ~ w z I I o o I) 2576.10 FL N1 ..BLOCK 5 I NO. 1 " " " GY SYDIVE?' ST.± r - �, S\ +-- - - - - - - - - - - - - - - I OF B D 20 OF 6 MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS BASE AN M N I D W SYDN - Al y ( I SHALLBE SP-3, 0.50 INCH 0") MIX, PG 58-28 TWO AND A HALF INCHES 2.5") THICK, AS A MINIMUM WITH 4" OF -" BASE AND 14" OF 6" MINUS PIT v 1I - - \ e� ���� , I I ! ( c TEL ° I ► - ow co 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES EVEN IF NOT ,{� X `�© : /1 �- �L ---- 20 ----- -- ------� -�.. v - N2 I•J -° ------ I r - - - - I - - - - - - - - - - - - - ........................ SHOWN. NOT � �.. i ! 11f00 10-1-76 HP 10f4o I :: ��" - - -7 - - - - - _, - I �r , ' R INTERMOUNTAIN GAS S CABLE E AND "}Q / '- •-------_. �: r -- - - - - - - - ° - - � - - - UNITED TO IDAHO POWER CO., !NT M CO., CA ON U (-170) (-165) I MATCH EXISTING AT I I I I �� 4 PIRA:-��: - - - -� - - - - - I L - CENTURY LINK TELEPHONE. � 257672 2576.89 2576.55 10f36.50 e I I I END OF PAYMENT I I I 'w I I I I I I 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY �� X 0 I 2576.48 0 & PAVERS I I `p I I I I 1 I ( INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE Q 2576.21 FL I I 37�-15.31 I I I I I I EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENDING WORK. THE © ® cc - - - - - _ - - - _ - - 10 2576.28 I I I WHITECLIFFE I D _ - I I CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSE i� 37413.79 I z t C 257628 I I I I I I 16 I I I ESTATES NO 2 BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL V) a co v 2576.01 FL I I I I I I �'w I I I I I I UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT ' 00 0 4M BLOCK 5 I I I 1-800-342-1585 PRIOR TO ANY EXCAVATION. w o 36f35.98 I I I I 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ISPWC SD-712A SD-712H OR z � - - -=- - - - - - - - - iI< 2575.96LP I9 I 18 I I 36f45.29 97 I g I /5 1 14 I I I SD-712G PER ACHD SUPPLEMENT TO ISPWC WITH TRUNCATED DOMES PER ACHD Q, 2575.69 FL I I I I 13 I ' 12 I ll I SUPPLEMENT TO ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO 0 s I 2576.00 - - �- � I L THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL - n I - - - _ - _ - - - - _ - - 36f35.98 1 ® a\ BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA I 11 1 I �.. I I 2575.96 LP t 35f42.23 I 34f87.89 34f07.89 I I AND ICC ANSI A-117.1 REQUIREMENTS. ACHD INSPECTION STAFF WILL BE MORE I 2575.69 FL ` . \ \� 2576.45 2576.67 I 2576.99 33f27.89 I 'w & I 33f12.89 32f32.89 i 31+50.89 j 30f68.75 / j 9 I j 29f86.75 29f04.75 T� I 1.:= I 2577..37 2577..69 2577.75 FL 257835 I CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA I 32576.19 \\ \ \\i,91.74 � 2577.31 I I I I 2578.68 2579.01 _ - - THE SLOPE OF A PEDESTRIAN HANDICAP RAMPS SHALL NOT BED GREATER CTHAN 1 5%PSLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE ° • \ - - - - - - -_ • THERE ARE NO 'TOLERANCES" ALLOWED. \ ,° °, -` -� :�- _. °_ � •<<\° -°. S NOT EXCEED 2.0%, - - � W LORETTA ST. " -�- - - -= = 5. SEE SHEET SD-1 FOR STORM DRAIN DATA AND ELEVATIONS. • / \\ _ ` _ - - - - \ - - - - - - - W LORE7TA ST. 6. CONTRACTOR SHALL REPLACE/REPAIR PRESSURE IRRIGATION SYSTEM, SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW CONSTRUCTION. \ �� _ °- - _ _ - - - - - - - - - - - _ _ _ _ TREES SHALL BE RE-LOCATED PER THE DEVELOPER. o0 i 8 ° g - -� - -• -`- - - - -- - -� - 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR \ = 1- - I - I- FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND \ \ `..........- -� I 35f66.11 I I :_ I 31 f96.67 ° I " 31 f23.67- - - - I - - - - - - - BACKFlLLED WITH STRUCTURAL FILL PER ISPWC SPECIFCATIONS. PROVIDE SOILS Z5 \ I 2576JJ 2577..84 7813 I I DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED O \ = I 35f42.23 I 35f00.17 I 34f25.17 33f50.17.-- I 32f75.17 I 25 I \ I I ...-_ 2576.45 1 2576.62 I 2576.92 2577.22 2577.57 FL \ 257796 FL I 30f50.17 29f80.17 i j 2577.52 I a 10f36.50 I I 29f 10.17 FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTIONS TESTS. �- I 1Of36.50 / \' 2.57815 I 2578.42 I .. 2578.70 I 2578.98 U W Lij L.L. ACHD NOTES: � c BIORETENTION CURB EXTENSION NOTE: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES. Z 00 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN FACILITIES AND SHALL NOT N O vo uj 1. SEE 2017 ACHD STORMWATER DESIGN GUIDELEINES BLOCK MAINTENANCE ACCESS TO THE STORM DRAIN FACILITY. LOCATION OF MAILBOX CLUSTERS i 40 20 0 40 84 120 PER STD. DWG. BMP 32, SHEET 1 AND SHEET 2, SHALL BE COORDINATED WITH ACHD STAFF. O V FOR ADDITIONAL DATA. 3. ACHD STORMWATER BASINS AND SWALES SHALL BE LANDSCAPED ACCORDING TO THE RADA COUNTY SCALE IN FEET HIGHWAY DISTRICT STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL" (OCTOBER (� 2017) IN APPENDIX D. BIORETENTION PLANTERS SHALL BE LANDSCAPED ACCORDING TO ACHD'S O O "PLANT MATERIALS FOR BIORETENTION FACILITIES IN THE RIGHT-OF-WAY". ri LL SIGN INSTALLATION NOTES: J W SCALE 1"=40' STRUCTURAL � NOTE: HORN IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL 1. SEE SHEET STRP-1 & STRP-2 FOR SIGNAGE & STRIPING DATA. - ® O DWG.DATE 03/03/21 ris 2. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO CHARGE RIGHT-OF-WAY PERMIT. STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO A MINIMUM OF 95% 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. � PROJ. NO. 201 104 OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR) IN 4. REMOVE & RELOCATE EXISTING STREET SIGNS AS NEEDED (W. NEW HOPE RD. & N. WING RD.) PER ACHD STAFF. Q 1-FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE - CL SHEET 3 OF 14 BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION WITH POLICY & EXISTING PAVEMENT MARKINGS. TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE 6. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD, ~ ST- 1 COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. 0 CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. u- Z /SHEETS/201104-ST.DWG C c 00 C UD Q O L } Q.+'� GdW Y. U N v E TR � C L� A• g V Nc•• p N N++ . •f•s C` C O y O - - - - - W MC�rrLLAN RD - - - - - - - - - "' - - - - _ _ _ STREET KEYNOTE LIST N c 6 1 .............. W. McM/LLAN RD. U (� o c s N - - - - - - - - - -�P - - - - €� - - - - - EP- - - -� - - - - - - - - - - - - - - - - - - - - - - - -.._..- - _ -. _.. - - - - - - - - ITEM IP _ = - a� , o c to - - - - - - - - - - - - _ _ �� �P -•� -...-. EP A` DE$CR TIO s U o -� o _ - - - EP EP.-. EP= INSTALL 5' WIDE ASPHALT x 9' WIDE GRASS PAVERS (HS-25 TRAFFIC RATED), Q v Q a Q Q - - - T T08 TOB s roB-..-...... -°-' TOTAL 14' WIDE (AS SHOWN ON PLANS FOR STORM DRAIN AND SEWER o V TOR'•......Tuc- ................... - .."."To... .. • ------------..IQB- T.46................. ...........1QB T - T®B .....-..-...... ...........SQH..............•.......-.....•.TQ6....."".."..-..-..--..-. _ Lgggp CANAL z TEMP ��� .,:- .. _ MAINTENANCE ACCESS). GRASS PAVERS PER NDS TUFFfRACK TT24 OR APPROVED Q c cm g Q w - - - - _ -_ `� v ............. --•-----.....-. - - Sk : : ...-........ Q IVALENT. SEE DETAIL, SHEET DT 1. C) �`® E.............. OHP :OHP ---- OHP-------=C*---.----- -- - -- ----- = OHP ..:. :..�8 :A.......... tU6'= o BHP------- �iiP � j OHP F� �, - - -..: OHP_�... ": OHP ••OH -- _ � �, � > -.-."..-. o w OHP -.::::: Oa tP:. INSTALL 5 WIDE ASPHALT PATHWAY, REGRADE EXISTING GRAVEL DIRT ROAD. SEE - ._._ �, Q - - - _ t" - - r - --- _ Al / EL N.N 5 N 0 - - - - - - - -- ------ -------- ----- - ---=- ---° -. ___ - - - - - - - - - - - - DETAIL, SHEET DT 1. T T- -i .- - -" w - - .gam ------------- - _---- - --- - LLJ I- ___ __ - _- -- -_-_- ------------------- ---------------- --=- -------- _ __ ____ � .tea•.-- �..`��:� .1.;,-.`: � n v c U 'loll, s � - `r----- ---------- -- --- --------------- ---- -I _ ___ AND ATTACHED SIDEWALK, PER -_ - - -------- - "------------ -" -- - ------------- °-� ' ° -a � O ACHD SUPPLEMENT TO ISPWC SD 702 & SD 709 N ` " a•. ------ - - ,�- ��: -- - - -- - - - - -- -6�PIR- - - - - - - - - _ � CONSTRUCT 3 CONCRETE ROLLED CUR GUTTER A - I I - - - - - - - n vwt - - - - - -6°PIR-- - - -��r- <�� - - - - - - - - qti- -- - - -6PIR o N -------- ......- o I 11 :1 , CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC Q in 6 10 , _ I SD 708. LL v a N > I BLOCK / ° Tall ® I _ BLOCK 1 BLOCK 1 �� �_ I `_�,I Q V §v y J _: 51� `n I: C3 INSTALL CURB TRANSITION, VERTICAL CURB AND GUTTER TO ROLLED CURB AND o I II _.:i I :li v � II I II - 0vcLz I I m GUTTER, SEE DETAIL, SHEET DT 1. o �, o _ 2+15.15f HP WHITECL/FFE _ mow- 2578.26E 11+67.82 LP 9 I ESTATES I I c ( I Q 3 - o vo I 2578.02 8 7 fi 5 4 I NO. ' 3 I 2 I� i V III 4 I I TRAFFIC CALMING BIORETENTION CURB EXTENSION (34' TOP BACK OF CURB (n 6 d I 17.96° SEEPAGE 2577.75 FL I° m "I` - 2-w C4 LENGTH): PER THE LATEST STORMWATER DESIGN GUIDELINES, STD. DWG #BMP 32, t1, Z J V u I 3 D BEGIN TAPER I I I Z II I f I SEE BIORETENTION CURB EXTENSION NOTE, THIS SHEET. SEE DETAIL, SHEET DT-2. O v I .............................. 11+63.92 w - cn e I y 10+94.58 10+80 HP I ( ��� I ` : I Q () U o g ` - V) 2578.04 2594.58 10+8.52 I CONSTRUCT 14' WIDE CONCRETE DRIVEWAY APPROACH, WITH ATTACHED SIDEWALK, �- --- •" 0 48+74.46f 48f76.92f :' II- "' o PER ACHD SUPPLEMENT TO ISPWC SD-7106 (CONCRETE TO BE 6n THICK). > =L ° 10+52.93 GB 45+29.32- 45+96.30 46+33.66 GB 46+66.36 47+36.36 48+06.36 1 257919¢ I + I j I (C o _ ° 2577.97 45+55 LP 2578.04 2578.21 2578.34 2578.63 2578.91 2578.92E FL I I I/ I I v._.iQR -- 7 a 2578.40 y� 2577.86 MATCH £XIS . INSTALL STREET LIGHT, TYPE 11, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET o 4" 2579 18f •� 10+33.37 GB ' _ - T J = ° I 11 ........................"1R!--TlIDA-STREET � � � = o� jr 7 59 FL o LGT 1 II � � g � N 257 / a >' ���•O - ST, 2578.15 "' N2 h � ° I I L - . Z= ....". �,,..� N - C 1 SC ° / a A: s s: _ -. - RETAIN AND PROTECT EXISTING CURB, G AND SIDEWALK, STORM DRAIN H a_ N L ..... 45+19.73 �- �.- - TR S F A .= c 1 :. : � SYSTEM, TREES, FENCE, PRESSURE IRRIGATION SYSTEM, SPRINKLER SYSTEM (PER A o g > °' 578.02 o W N} N1 I / D REBUILD OR REPAIR TO ORIGINAL CONDITION OR " ` 2 a TIDA ST N1 1 N1 LANDSCAPE PLANS. IF DISTURBED EBU ORIG ~ - - - p 2577.75 FL / .- ` !� -- e - --� - -�- �,� I _ _ N „ o 10+00 0 � N•> � �; c P 11+67.82 LP Cl C1 -+ - "� o o O 2578.02 �` � C2 ��=�8.4i L W o °r' {Lo SC I N2 �' W\ T/DA ST. �g� - - BETTER, REFER TO DEVELOPER. w N ® er 2577.75 FL °' ao f _ y z o 11+20 y ti ': _` REMOVE AND DISPOSE OF EXISTING BARRICADES. BEGIN CURB, GUTTER & C = v s. BEGIN TAPER 2578.29 '� pox o o s.._ s o >. g. a °- e -� - ®o V - _ °�� N2 SIDEWALK AND/OR PAVEMENT CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS Q v I ,° 6q / 45+76.95 46+33.66 GB 46+98.29 s o� N2 - : -: = w . 12+15.67± HP 10+80 HP / o \ ° OTHERWISE SHOWN. a a a 2578.47 �, 8 cn , t a= _ ® z _ m ° _ = -� \ 2577.95 2578.21 ---- ------ \ a I I 2578.24t ".. 2578.52 --- - °- C2 -s° 2578.20 FL I -------------------J I I 17.81° --" ' °sue 18"SD SEEPAGE BED3-1 47+71'29 I I PA PAVERS (GRASS) PER NDS TUFFTRACK TT24 OR APPROVED EQUIVALENT. - : , 10+52.93 GB ;� ° I 2578:40 ? ,. .: �1oh ��X \oXoo / 45+55 LP 30 C1 ° 2578.50 FL 48+74.67t I - - -- - - - - - - - - - a I !-..'... ................".................::~; n n 1QjdAL L,' i I 10+33.37 GB ®R QQ 9so 2577.86 2579.24t I 48f770> I f: -===- .. INSTALL NO PARKING/FIRE LANE SIGN PER FIRE CODE SECTION D103.6 AND c�,Ss �1gTE �G'r 4 10+36.28 10+36.73 MATCH EXIST. 2579.28E s I 2578.32 44+89.30 GB 2577.59 FL 2578.05 FL f 2578.68 2578.78 I �_ 2579.01E FL L ' I ° '-- AND MERI®MERIDIAN FIAN FIRE IRE DEPARTMENT. 2578.15 SIGNS AND LOCATION WITH ACHD STAFF o a ca I I / = L 2578.15 2578.41 FL 2578.51 FL 17 I I I I I 44+58.86 "" 10+50 GB 2% 2� 10+50 GB ( I J x 1 2578.30 I 2578"94 ( I 2578.94 c�.� I SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2-FEET, TO MAKE A STRAIGHT Na O - 2578.03 FL / e 44+76.17 2 I SC EDGE. REPAIR REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE I - I I I v I I° I I 29 2578.21 31 10+59.72 11 00 a I f 2 PROPER DRAINAGE. 0 G 44+25.38 ! "~ 2578.99 Eq I I � 11 li°iI I / I 2578.47 1 f / 11 zo / I C1 11+10.87 - -- - - - - - -6PIR / I 10 44 00 ° l 29 I I Q 2579.25 �-��' ° I I o o z V I Z W - 2 N i I I ° STREET NOTES: w W m V n = I I ( . I i - - - - - - - - aJW 4 2578.79 �_ 11+39.72 16 �' I 2.02 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS = m w v 43+52.96 HP-' 7 I I� I . 1 D-301 SD-303 AN SD-8 A ADRIVEWAYt z z z ` 25 9 39 3 S , D 06 CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING o I I,SC� APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE o g J a � Ra 2578.83 z a / - 11+90.87 I ° --- EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL w o 43+52.96 HP 43+ z.ss 32 1_ /% ROADWAYS SHALL BE SP-3, 01 n n ( ' o o Z g W x 2578.83 2579-64 0.50 MIX, PG 64-28 FIVE INCHES 5 THICK AS A N w I I ] I I � j ��� MINIMUM WITH 4 OF Y BASE AND 25 OF 6 MINUS PIT RUN. MINOR ARTERIAL ROADWAYS z z - 12+00 HP I <. II j r rrr i��- �n � � W � � s 0.50 INCH MIX PG 64-28 FIVE INCHES 5°' THICK AS A MINIMUM o = m m/ 9 2579.69 t2 0o I i� 11 <i ° i i i i li i i�r( SHALL BE SP 3, ) ( ) � N z J F o 12+00 HP I I III 11 I I I I OF BASE AND 25 OF 6 MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND = W o 43 zo I 2579 69 - - - - - - - - - - - - - - I I I I I I I I I I'I L INDUSTRIALROADWAY 50 EN ") L WITH C3 a I I LOCAL 4 S SHALL BE SP-3, 0. CH MIX, PG 64-28 THREE INCHES 28 I I I III I I I I n 3 n n n 1 I I - I (3 ) THICK, AS A MINIMUM WITH 4 OF BASE AND 20 OF 6 MINUS PIT RUN. LOCAL I '":. . __ - IIII IIIII I ® > 12+14.72 III ;I RESIDENTIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (�") MIX, PG 58-28 TWO AND A HALF I S a I 2579.63 15 I I I I (I I I I I I n 3 n n n P f III IIII INCHES 2.5 THICK, AS A MINIMUM WITH 4 OF / BASE AND 14 OF fi MINUS PIT RUN. 42+77.27 I ° I III I 1 l L�� CONTRACTOR SHALL RETAIN AN A 4 SHOWN. �_ 2 0 LL RET D PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHO I C4 ¢ I I :4 F 42578 59 a 2578.53 ( ��\��\ _ CO., DNTERMOUNTAIN GAS CO., CABLE ANDS CENTURY LINK TELEPHONE. D V) c° - I 33 I 12+65.87 L-- ( �\ = TO IDAHO POWER �� ®' \ I 2579.4211 I ^ 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATIONui Q e=°p ` AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL �� w x I I I I BLOCK 4 I:-II ILeI " a I 8 12+89 72 I EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL ® `` P z 2579.33 12 80 I.,� j I I I RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND V) Q ®� 11 - - - -- - - - - - - - - -I I RESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT ® - 42+23.29 I 4z 40 I 27 I �� s P \ z% d { 1-800-342-1585 PRIOR TO ANY EXCAVATION. Q z \ 2578.31 Y 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ISPWC SD-712A, SD-712H OR SD-712G PER '� o ro \ / - 5 SW 15'SW '4 o I wESTATES£ I ACHD SUPPLEMENT TO ISPWC WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC O L I I 42+02.27 SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE CONCRETE STAMP & Ld \ _ - 2578.23 50' W m I N0. / a ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS 2% 2% .........................:::::::::34 � 13+40.87 5 \ / ." = 00 a 2579.12 MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. ACHD INSPECTION STAFF o 0 a _ WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA n- c, 7 ° y1�- I9. .- s--• STANDARDS THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER \ / _ m 5'SW I 3° 15'SW"; 2 i 3+64.72 C1 �" THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE 2579.03 I 13+so ° �: II IIa. i ARE NO "TOLERANCES" ALLOWED. I I 2T 5. SEE SHEET . ' -.-.. .. - - - -- - - - - - - - r 41 so �a ___-- 6. CONTRACTOR ®HALL®EI'LA®REPLRM A CE/REPAIR IR PRESSURE N DATA S ELEVATIONS. SYSTEM, SPRINKLER SYSTEM, I p A ------ LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE x = 41+27.27 13 I t_ II� II�e:� - - _ _ _ RE-LOCAT® PER THE DEVELOPER. • 41+48.29 I 2577.93 I I I a ! - - - 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE = 2578.01 C1 I f ( Its I RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL �■■� ° 35 2578.82 I I°II I FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE m P I al I Its COMPACTIONS TESTS. - Z = 6 ° 14+39.72 a ( C� j Z Q s N I I 2578.72 I I I _II II 1 O J a m I - _ IZ 25 14+40 -E'Llz - - - - -- - - -- - -- - -� � �� - - - - - - - - - - - - - - - - - I uj SEE SHEET ST-2 SEE SHEET ST-2 ACRID NOTES: D � 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES. 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN FACILITIES AND SHALL NOT BLOCK MAINTENANCE ACCESS TO THE STORM DRAIN FACILITY. LOCATION OF MAILBOX CLUSTERS SHALL BE W 40 20 0 40 80 120 COORDINATED WITH ACHD STAFF. �- Z v BIORETENTION CURB EXTENSION NOTE: 3. ACHD STORMWATER BASINS AND SWALES SHALL BE LANDSCAPED ACCORDING TO THE "ADA COUNTY HIGHWAY CN 0 U) DISTRICT STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL- (OCTOBER 2017) IN APPENDIX 1 0 1. SEE 2017 ACHD STORMWATER DESIGN GUIDELEINES M SCALE IN I=EET PER STD. DWG. BMP 32, SHEET 1 AND SHEET 2, D. BIORETENTION PLANTERS SHALL BE LANDSCAPED ACCORDING TO ACHD°S "PLANT MATERIALS FOR O V (� FOR ADDITIONAL DATA. BIORETENTION FACILITIES IN THE RIGHT-OF-WAY". co SIGN INSTALLATION NOTES: STRUCTURAL FILL NOTE: 1. SEE SHEET STRP-1 & STRP-2 FOR SIGNAGE & STRIPING DATA. W SCALE 1"=40' IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL 2• OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO-CHARGE RIGHT-OF-WAY Z > r�oR1z STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO A MINIMUM OF 95% PERMIT. O DWG.DATE 03/03/21 r{s OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR) IN 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. 1-FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED 4. REMOVE & RELOCATE EXISTING STREET SIGNS AS NEEDED, (W. NEW HOPE RD. & N. WING RD.) PER ACHD w PROJ. NO. 201104 STAFF. BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 Q- TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE COMPLIANCE WITH POLICY & EXISTING PAVEMENT MARKINGS. m SHEET 4 ®F 14 OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. Q 6. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED Lij ST-2 BY ACHD, COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT 0 0 Q GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIIM. LL Z d /SHEETS/201104-ST.DWG I L !` acv Ew ® O C a1 O O o 01 CL IV 38+00 38+40 39+20 40+00 40+80 41+60 42+40 43+20 44+00 44+80 45+60 46+40 47+20 48+00 48+80 49+60 U a f= N 2588 2588 E w o � Q _ Q 0_ Ca O .E� cv �' � U -H _H M z V w o c c ul O N kh N W J •�h co N M 00 (n + C�=W .7 j o r 2584 cp Z V + N 00 F,IY Cl �' M ° � N w � � 2584 � � � � � _ � 00 Zvi If N ¢ n cn + N cr ¢ it zQ � �� a�� N rs �� rn + �n cci P` ►� � �. U ®c3 + ,, >En FINISHED GRADE AT ¢ w p cn �- a -F w flJ U cos APPROX. MST. 3 � '�' � � � E �CL � EJ? 2580 'M� GROUND AT �' EXIST. �' a- �c o a a �a CD 0.407- o. 'f _ 2584 -0.50% 0.40% __ _ _ 0.407 -0.44% 0.447 — __——— —— - — — y 2 O E EXIST a ar — — — ® ._ _ -- -- -- — ® c� LL 2576 °° � � + N N UUdt ^N6 N�CV � 2576 co y M tid S LL Q \ yy �OJ 0 ` g ^ o w v, - oc o 2572 n- � Eodo" ` 2572 a0 0 o@6y Ln L -.2 V y QU � $ v N . McKI \ILEY PARK AVE. W. TI DA ST. 2568 2568 c� IUD- c� cD �, �, c� �, c' c� �, c' �, c� �, cD �, IUD- �, cs c� IUD- c� c� c� cs c� IUD- c� o ®= c� c� c� c c c c� c� c� s C c I � t t � ( LID. ! � I � l � I I � { � I � I � I I � { � I k � f � ! � f � f � I � I � [ [ � I I I ! I ! ! ! 1 ! ! I 1 I I ! I ! I I I ! I l ! Co= � o•e. Ca 2 O O N 0D �F O c� N CO et O co N o0 aD 00 co O CO 6� r- � k� � r- 00 00 00 00 00 00 00 c6 00 00 � 00 00 06 00 00 ®i ! I I I ! Q o•- > ` O t? cn cfl 0q Cn M eh to h a0 cp N O 4? r- M '�' ce 0® � � lL V tL Lu LL o ' � o = •-. I I I 1 ao 00 �o �o �c �o c >\ P\ i\ i` 6e h I\ i\ k� {� h 1� P- to � P- I� N N N N N n N N N N N � N N N N N C N N N N N N CN N N N � N N N N � R N N N N W O gLc) c$o 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41 +20 41 +60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 44+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 -s`g _2 b OF p V o C N s v d® V ®" m QD h E pis. `o o c in 4 m aVs v 5+.0.. a> O 12+80 12+00 11+20 10+40 9+60 2588 2588 �51014AL E�'c a. m ' o_ = o c, m a r') N O 00 * I` N O O N Y 00 (25 66 2584 + ° ¢ co n �— �-o �'-o r, 2584 N on cocq in + N + N r� cn n +o CS �n � w ;c < w FINISHEDw < W GRADE AT ywg 2584 2580 Z � � = Z 0.4�% -0.57% 0.457. 1.a8� R H z � owJ O m --- i.95 -20 — — — z o � =m � 7 — 2576 2576 Z g s 2 Z o �;o = p U Z PROX. EX/ST. U � O 1- ®� cli N 40 20 0 40 80 120 OUND AT o zZzaw SCALE IN FEETQf z m m 2572 2572 HORIZONTAL SCALE z J = woza 4 2 0 4 8 12 ® _ O W TIDA STREET SALE IN FEET y 2568 2568 VERTICAL SCALE ®' 0n co 1 i I I I 11 I ! O W 2- W IOi N r P) O M N lu U2 w v � � � � � p h � LOn � � F- 2 N N R N N N N N p Q co 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60fte ca V WO 9+60 10+40 11+20 12+00 12+80 13+60 14+40 15+20 4 + 0 TWO 16+00 16+80 17+60 18+ 0 19+20 20 00 20+8 2592 2592 LQ 2588 z 2588 O C) Oa6 �v_)f N o �, v~io o `o n o ®o,• ao cc , o° °D �wz a 2584 o cq a, n a N10 J ;° o ¢ !I, z cn cn 2584 m W o N ¢ 11 ¢ c..l CO+ N ¢ w M c3 x N w ---I W J v~i w ' FINISHED GRADE AT II �' m w m z IL F¢-- 1 0 W a O N w u' `�' FINISHED G AT APPROX. /ST. GROUND A �' 2584 0.50 .56X -0.94Z 2580 V Alll -�®Z Ag5/t• ---- - - 00 --- - ---- - ---- -- -- -- ----- --- - ---- -0.40�- -- -- - - - - -- - - — - - -- - - ---- - -- U — --- - -- ------ --- —�-- w L.LI -' APPROX. EXIST. 04 W APPRO.Y EXIST. FINISHED GRAD E ® cr 2576 GROUND AT �' AT w N �s 2576 (V + o M ID � N 1 � � o O 2572 2572 1 LL I W SCALE 1"=40' 1"=4' N . ACHES AVENUE o M W. BLUE FFEATHERDRIVE z > HORIZ T 2568 U) 0 2568 O Q DWG.DATE 03/03/21 rls c� �, c� �, c� �, c� �, c� �, c� �, c� �, c� �, �, cD �, c� �, c� �, c� �, c� �, c� �, cD �, c� �, c� �, c� �, c� �, c� �, c� c� �, c� �, w PROD. NO. 201104 4e F- ta. !L I.` t, 1._ E e_ L. LL 1._ 4i CL I� 12 2 � 2 L0. t` R 2 � � ri. a z W I L" I W I �" ! Ls 1 � I v I ' I �" I 1 �" I �" I W I t;; I �``, I �'`' I �` I t" 1 r'`E I � I I I i [ i { I i E f f I I I I { I ! f _ { liylt o � � � n 00 rn ^ ` ,� � `` � �, � �, � N �, `° � ® � .� �, °° r� N � � `� cNv '� � o °� � Oc�n• ^ � "� o � � emu' s SHEET 5 OF 14 <- 0 7 `n I- cp N •- W 00 ap t� I 1 ®p cp M 0' Qi a: Gi rn vi 00 °o 00 ai °� 06 Rro 00 oo q7 0� ai l t I I I Q !� !� c0 � ao � 00 � ao � ao � 00 t� ao t� 00 t� � � O � � � � � ® E\ h ^ !\ ^ �� ^ 7 ^ h 4� ^ tc� ^ to ^ t[ tc� ^ �t P I� I� '� 0Q ��y/ N N N N N N L n N n n N to {.L cV N N N N N N N cq N N N N N N N N N N N C4 N N N N W ST-3 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 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 O /SHEETS/201104-ST.DWG d/ v U E U O C rti.L cti Q.` Q� A0 Z U Oufs �� QiE N� � � O ® E C ® -+ rV$ " L C Q �+ ' 3 4.4 N o o® _ Q. L 0 0 � 0 c ii � ups Q 0 _ O _ S c® o,FnO i�Ti`,Nff - - CPIR ,F`-- - - - -- - - C-. G A .' z SD MVViF 86-4 37 SDMId 3-3 7 LF 12" PVC ® 0 46% �' ; a o 6,5 N 722 0.4 E=2450786.2 1 p STA 16+16 6$ a • 2i _ IM= 2577.91 t I c _ I h r' BLOCK 1 BLOCK 1 23 3.7 LF 12" PVC ® 2.30% (AWWA C-900). 1s �? DI #3-5 i BLOCK 4 IL m�$T o� m _ i, moo. BLOCK 5 STA 16+16.68g 16.5 LT 10 STORM DRAIN EASE. (TYP.) ,0 ' �A 9 J 2578 FINISHED GRADE= 8 7 6 r STA: 16+16.68, 16.5' RT 6 j._�GRATE 252570.74 ! I 5 TBC = 2578.01 s+1 a I 2578.5 (MINIMUM)_...._.. `\ ` ` 25.0 LF 18° PVC 0.00% 12"SD 37.1 LF 15" PVC ® 0.54% I " } -• .� SDMH 3-2 �- 38 GRATE _�2577.74 a :3 5D5,<,�a; #3-5 �- .........I 15.0 LF 18 PVC 0 0.00% = 8.8 LF 15 PVC @ 1.14% J `_ STA=11+67.82 r ! 72�1208 -! -... ........ RIM= 2578.13t SDMFI 3-4 E=2451236.7 '-k ... --� 6. 1 1.61� 22 STA=16+27.66 v'a g - - - 4"PIR- - - 2 LF 2 PVC 0 ® RI s ® 141° DI -1 M= 2577.95t ` SGT 3_2 . STA: 11+67.82, 16.5' RT g STA: 45+55.00, 16.5' LT 29 3 12" 3'VC ® 0 N=722083.1 STORM RIM= 2578.3E ` 10 ............ �� TBC = 2577.8E E-245to54 DRAT 8 VV TBC = 2578.02 a ° 68% (AWWA C-900) _ .3 N EASE - 29.3 LF 12 PVC 0 0.68% (AWWA C-900) `� ��; �----- 8°W x GRATE = 2577.75 _ GRATE = 2577.59 - - (T�) _ - - - -, Tip��� PV - W..J QJ x�• 1� M� DI �i-2• • �' G °�°®° W BLUE FEATHER DR:--. - -- -- - `• S• STA: 45+55.00, 16.5' RT W.TIDA ST. o 18° - --,. TBC = 2577.8E - M1o+oo - - - _ - - - . � • :- / .` �., _ GRATE = 2577.59 t0= ` - - - - `- - �- - ' ��\ 17.6 LF 18" PVC . SDMW {�3-3 DI #3-3 :.; �,� a "• !,1� " STORM DRAIN EASE. (TYP.) - _ _ - \ C @ 0.00%- N=722785.E STA: 11+67.82, 16.5' LT X 1� �� 0 1.7 LF 12 PVC ® 5.88 E=2450796.9 TBC = 2578.02 := SGT q - - I 39 11 f 30 ........ GRATE = 2577.75 '.•. = 9 •'co I ' . . . � RIM �577. .............................: . 15' 81.0 LF 18" PVC @ 0_00%__ ¢ ESTATES 2 - "� 10 :: RETAIN & PROTECT I TECL��E . -------------- ' . - 11 2.0 LF 18 PVC 0 5.00% 18"SD / :_y 42.2 LF 18" PVC . ( :.......:: � P) y EXIST. SD BLOCK 8 'X 1°x� / @ 0.00% 1 ® I MONITORING WELL Z. - - _ : FINISHED GRADE= ��o d. . SOMti3-1 87' 12578.0 (MINIMUM) ' �, , STA=45+47.76 RIM= 2578.03# _ RETAIN & PROTECT tSN �3W 3-2 I ' ' J 2 �' EXIST SEEPAGE B DHED GRADE= 722731 3 I Q - - - - - - - - - yt��`�'� E ' 4' SDP�fNf3-1 c N=722731.9 2578.5 (MINIMUM) E=2451129.2 z �,�rf'�.�% 39 40 41 $1�®a �1 e I E=2450985.7 11 oo F�rJ BLOCK 5 / J vi 31 I - - - - ------_� - 11 20 - � -- � - .. - - - - -r - - - - - - - - _..-... _. .. ��� r -. / 29 BLOCK 5 I I I ;. PI - �.1� - -4°PIR- - - - I- - - - - - - - - - - - - - -4'PIR- `s'. az- 44 00 ` RETAIN & PROTECT I I`� a . I EXIST. SEEPAGE BED ' . 32 AND STRUCTURES I I I I r w ................. I m o _ o w - W Z N 2 N O Wm OU?O J W C7 J_ N Z Z ¢ Z O SEEPAGE BED #3-2 SEEPAGE BED #3-1 SEEPAGE BED #3-3 z o Y W Df 3-3 DI 0-1 STA: 11+67.82, 16.5' LT STA: 45+55.00, 16.5' LT STA: 16+16.68, 16.5' LT _Ln N � U Z DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP N z g o Z c' GRATE = 2577.75 GRATE = 2577.59 GRATE = 2577.74 N 3 W W 12" INV OUT = 2574.80(N) 12" INV OUT = 2574.80(SE) 12" INV OUT = 2574.80(W) w - m � � wola 0(2) = 0.03 cfs V(2) = 47 cfs 0(2) = 0.33 cfs V(2) = 562 cfs 0(2) = 0.29 cfs V(2) = 515 cfs Q(25) = 0.09 cfs V(25) = 124 cfs 0(25) = 0.87 cfs V(25) = 1490 cfs Q(25) = 0.78 cfs V(25) = 1366 cfs 00, 40 20 0 4D 80 12C 0000) = 0.13 cfs V(100) = 173 cfs 0(100) = 1.31 cfs V(100) = 2074 cfs 0(100) = 1.20 cfs V(100) = 1901 cfs ® r 29.3 LF OF 12" AWWA C-900 PVC @ 0.687 TO DI #3-4 29.3 LF OF 12" AWWA C-900 PVC 0 0.68% TO DI #3-2 21.7 LF OF 12" AWWA C-900 PVC @ 0.46% TO SDMH 3-3 CD D€ 43-4 DI -2 DI #3-6 SCALE IN ft � 00 [- M STA: 11+67.82, 16.5' RT STA: 45+55.00, 16.5' RT STA: 16+16.68, 16.5' RT '� (n � a' DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP DROP INLET, ACHD SD-604A, TYPE IV, 1' SUMP o GRATE = 2577.59 GRATE = 2577.74 00 GRATE = 2577.75 12" INV IN = 2574.60(NW) 12" INV OUT = 2574.80(E)12" INV IN = 2574.60(S) 12" INV OUT = 2574.50(N) 12" INV OUT = 2574.50(SE) Q(2) = 0.45 cfs V(2) = 796 cfs vi Q(2) = 0.10 cfs V(2) = 140 cfs 0(2) = 0.41 cfs V(2) = 585 cfs Q(25) = 11.8 cfs V(25) = 229 cfs T � � ® ©rn Q(100) = 1.85 cfs V(100) = 2938 cfs 1NOTES: o 0(25) = 0.28 cfs V(25) = 373 cfs Q(25) = 1.10 cfs V(25) = 1553 cfs Q(100) = 0.39 cfs V(100) = 518 cfs 0(100) = 1.61 cfs V(100) = 2160 cfs 3.7 LF OF 12" AWWA C-900 PVC @ 2.70% TO SDMH #3-3 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ® ®Q co w 6.2 LF OF 12" PVC @ 1.61% TO SDMH #3-2 1.7 LF OF 12" PVC 0 5.88% TO SGT #3-1 SDM 3-3 ALL STORM DRAIN FACILITIES. � a��co SDMH J3-2 SGT CLSTA. 16+16.68, 9.0' RT � 2. CO CTOR S CALL ACHD FOR INSPECTION OF THE CLSTA. 11+67.82, 24.0' RT CLSTA. 45+55.0f, 20.0' RT, AT (N) RIM STANDARD 48" DIA. CONCRETE MANHOLE, STORM DRAIN SYSTEM. ACHD INSPECTOR SHALL BE ON-SITE C14°� STANDARD 48" DIA. CONCRETE MANHOLE, 1000-GAL. SAND & GREASE TRAP (TRAFFIC RATED), ACHD SD-611 WITH 2' SUMP DURING SEEPAGE BED INSTALLATION. ACHD SD-611 WITH 2' SUMP WITH 20" BAFFLE SPACING RIM = 2577.91 RIM = 2578.13± RIM (CL STRUCT.) = 2577.9t MATCH SIDEWALK 12" INV IN = 2574.70 (W) 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF 12" INV IN = 2574.40 (S) 12" INV IN = 2574.40 (NW) 12" INV IN = 2574.70 (E) UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL 18" INV OUT = 2573.65 (NW) 15" INV OUT = 2574.45 (S) COORDINATE WITH ACHD INSPECTION DURING CONSTRUCTION TOP OF BAFFLE OUT = 2574.30 FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING. 25.0 LF OF 18" PVC 0 0.00% TO SB J3-2 18" INV OUT = 2573.55 (SE) 8.8 LF" OF 15" PVC @ 1.14% TO SDMH 3-4 ACHD IS CURRENTLY SUPPLYING THE DEVICES. 18" INV AT SB #3-2 = 2573.65 2.0 LF 18" PVC @ 5.0% TO SDMH #3-1 SDMH 3-4 4. ALL PIPES C OUT AS PVC (EXCLUDING AWWA C-900 ® Q SDMH CLSTA. 16+27.66, 10.2' RT Q SB 3-i(SEEPAGE BEDI -- =1 STANDARD 48" DIA. CONCRETE MANHOLE, OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR 21'L, 10'W, 6.5'D CLSTA 45+47.76, 26.4° RT ADS N-12HP. ACHD 2577. WITH 2' SUMP 6 Q TOP OF BED (ROCK)= 2576.5 STANDARD 48" DIA. CONCRETE MANHOLE, RIM = 2577.95t , BOTTOM OF BED (ROCK)= 2570.0 ACHD SD-611 WITH 2' SUMP ° 5. SEEPAGE BEDS S HAVE A MINIMUM OF 1.5 OF COVER. 15 INV IN = 2574.35 (N) � � 15 LF 18" PVC (TOP-HALF PERFORATED) S=0.07 RIM I 2578.03E 15" INV OUT = 2574.25 (S) 6. USE FLOWABL.E FILL TO ACHIEVE COMPACTION WHERE 0 18" INV IN = 2573.45 (NW) " NEEDED. � PERCOLATION RATE = 8"/HR 18 INV IN = 2573.35 (E) 37.1 LF OF 15 PVC @ 0.54% TO SGT 3-2 I-- 00 z 42.2 LF 18" PVC 0 0.00% TO SB #3-1 T� 4- (l GROUNDWATER= 2566.6t 18" INV AT SB #3-1 = 2573.35 SGT #3-2CLSTA, 59.4#, 19.9' RT, AT (E) RIM �I1 Z (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) SB p #3-1 SEEPAGE BED) 1000-GAL. SAND & GREASE TRAP (TRAFFIC RATED), "o < 871, 14 W, 7 D WITH 20 BAFFLE SPACING �- �■■� z TOP OF BED (ROCK)= 2577.0 RIM (CL STRUCT.) = 2578.3t MATCH SIDEWALK U) BOTTOM OF BED (ROCK)= 2570.0 15 INV IN = 2574.05 (N) Z 81 LF 18 PVC (TOP-HALF PERFORATED) 0 S=0.0% TOP OF BAFFLE OUT = 2573.95 18" INV OUT = 2573.20 (W) MONITORINGWELLS M � PERCOLATION RATE = 8"/HR 17.E LF 18" PVC fl 0.00% TO SB 3-3 ® - 18" INV AT SB #3-3 = 2573.20 CONTROL POINTS NORTHING EASTING GROUNDWATER= 2566.6t W SEC. 25 & 36 723,008.0 2,450,760.7 SB #3-3 (SEEPAGE BED) N SEC. 36 722,994.2 2,452,1011.1 ® LL (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) 115'L, 15'W, 5.3'D TOP OF BED (ROCK)= 2576.5 MONITORING WELLS BOTTOM OF BED (ROCK)= 2571.2 j uJ SCALE 1"=40' 109 LF 18" PVC (TOP-HALF PERFORATED) @ S=0.0% MW = MONITORING WELL PER ACHD SUPPLEMENTAL Z STANDARD DRAWING SD-627. a O DVVG.DATE 03/03/21 rIs PERCOLATION RATE = 8"/HR w PROD. NO. 201 104 GROUNDWATER= 2568.1t SHEET 6 OF 14- (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) SD- 1 /SHEETS/201104-SD.DWG \ I W McM/LLAN RD. W. McMILLAN RD. TOB TOB I y 0 C SEE THIS SHEET FC \ a C- N __ _ -_- -- - - � - - - -- - - -_ - - _- - -_- - - - - - - - 1 -- ---- . I w I I` c n- - --- \� _ d d__= -_- - -- - - _ ILL ® I 34 - PIS PIS - - - - - - - - - - - - ��- a ���: (_T -�I\ ---- __ >'U a•� > \. _ _ O �------ Z I 6PIR- .P. \Ps��- - - - - - - - - - - - P,~ - - - - - - - - -6°PIR- - - - -;P- �P� - - - - - - - - �� - - -6"PIR- --� _ _ �_�� , SC= 14+45 I I \- �P __ __- I- _ O O Q' 7 SL= 34' co O (PI U a+ 4f•V O ®J] co SI= 2573.2 W8 s t o v o I I / BLOCK 1 1 81OCK 1 `o o SC= 14+24 m ® � I W 11 10 -� P I .l �� - . J 4 a BLOCK 1 ,rI -�.111 � n O = � a•�¢� ¢ I s SL= 46' 26 �� I � co 0 8 7 6 5 4 �I 3 2 Ito 11 l {I II 1� l I I � 4 �, � " � N3 SI= 2573.1 a �� n W W I Qtn � �®� $N � r L m I SEEPAGE +_ "' 9 I WtA/TECUfFE I QI1I I! III I . I o �, CD o I, 10 BED #3-2 = I ESTATt'S NO 1 I'III fl li I °� I C = ® �C o 0 x N II II II cc a! - oo �._ � E. I �I I II II I 00 cop 11I� .I I I I (� c� 6n NN { - ^ + ^ .f - ¢ I' �I v II l III j LL N c 3 c ®+ Q ¢ to O 5? TB �- O I I I 35 TB ao ,r, +_ N N pppp N TB r^ m N � �er _ - I e jay 1 0- co , TB 'n C) it U II it c�i II II I1 N I I :Ill 8 II III'.I -2 � a,v o 6 SC SL 3 34 Lo - = 1 `�® fl °�'n U J N cn<n�n c�i Sri R8 cn cn vs e�e�cis vs I II n I o L j N II II H s O-EX/sr. _ � °` � � SI= 2572.9 -- - N ° V6 N4 II (I I EXISTING FIRE Ill I v OCOL 'g I `v . II p tnNN V8 �y I SSqV19 N3 _ EXISTING FIRE -W ii 8°W S TB n S V8 \\/I /fle1 HYDRANT i f/[� `J SC= 13+49 m N1 p i N5 86 LF o N2 \ 1 TB S E8 6 f 11 00 T o - - - - - - SL= 46 25 HYDRANT - - N3 E8 - - - - - aa�\ LL cSSMH WC 28I SI= 2572.8 8 PVc - �I I I aSTA=13+40.00 > I W T/DA ST. ;; W TIDA ST '�6 3 TB W6 1 - _ ��/ O\ , zS 1. -. - -a- `�3 - v� W8 E8 N3 8� 48 LF 79 LF ,�? 8°W al 8"W- -8W-. a oo N3 1B 38 LF N3 _ o N3 W8 114 LF N3 R i° \ EgV W8 - 19+00 - W. TIDA ST. zo+oo too° N1 !+ MH W�115LST Q "SSMH WC 34 B-s iii it VJ12 LF 36 8 Q� SIR=11+20.00167° �p - -W T/DA ST. - - - -L - =�S_ fl o o U U 9 U CD L e - ` a u . U I n Vs H TB TB - _ - - _ x SC= 12+95 I z W6 I / \a A8 koo s s.` - - $- . - I a - - ��. - Q, Q C o v 5 SL= 34' "' I e� S�j`o 149° -r SSMH WC 32 j \ - o �� I Q o U A o o - . SI= 2572.E V8 N2 ` / a 18 1 / <�% A� I I SC= 10+87 \� _ 6 �;. " STA=18+78.31 \ I m \P �L=====------------- -�l I f ;; z I 7 5' SL= 30 ` ' SC 12+ 4 13 LF 18 SD - SSMH WC 33 ----------- --J A o I „ SEEPAGE BED #3-1 = I - - - - - O 3 z o U Ln SL= 46' 24 I 11 S1= 2573.5 N2 SSMH WC 31 30 I e STA=20+86.31 I - -�� . ! °�I I °I I _ °' c" S N3 SI= 2572.5 I F 97' - ¢ W8 j o v " ivy v , I c U l TB E8 �°� 92° STM18+04.53 Z `.I i WATEI R MATE' Res LIST t - , 9 -pp o o v O ® Vl p+-C J •N sC-�• �• I SEE SHEET S-2 ITEM DESCRIPTION o y _ g W oNp a 37 ( 8 - A8 ADAPTER, 8', FLG. X MJ •G.- a - .eU� O GD 5 x SSMH WC 30 , 3 SC= 12+23 I O `'� oo / STA=17+46.00 5 E3 ELBOW 8" 11-1 4 MJ X FLG. N-I o 3 s o o JJ N-j N 41 C 4 I - sL= 34 �� STA=10+00.0o NOTESo / ' w SI= 2572.3 s TB 2 E3 31 E8 ELBOW, 8", 11-1/4, MJ ®� SSMH WC 29 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE o ® �s SC-- 11+99 STA=16+50.00 " 6 V o y o I I �, SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL 3 ELBOW, 8, 22-1/2, MJ X FLG. :� ®® C - - - - - - I SL= 46' 23 I 32 LF N2 DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIU11ES " t a c c � z° S1= 25721 I o 10 SC= 16+50 �� 29 BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL ELBOW, 80, 22-1/2', MJ �' p SL= 28' 17' SC= 16+87 - RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS ELBOW, 8", 45 MJ X FLG. o SI=2573.7 ` 100` 143' TB SL= 39 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL IONS �* � SI= 2573.5 S N 6' 10.5' 1 N 1. UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS '� ELBOW, 8", 45. MJ �,5 �1STins p- E1P FIRE HYDRANT ASSEMBLY COMPLETE PER CITY OF MERIDIAN 4 ` SC= 11+54 I '. � I 38 i m E8 1-800-342-1585. H 3 SL= 34° Nt8 SUPPLEMENTAL STANDARD DWG. W7 mo 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND o SI= 2572.0 v W8 WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES THE CONTRACTOR SHALL REMOVE W o SSMH WC 27 N1 22 32 METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET N1 EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO IXISTING WATER MAIN TO COMPLETE 9� �'y (��' �c~�,' - - - - - x a o I .LF n vs H TB TB ELEVATIONS, EVEN IF NOT SHOWN. THE INTERCONNECTION AS SHOWN `�' z9 Gam* I EXIST. SC= RETAIN-PROTECT - a 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE ® STA=11+46.00 W6 �� 0 Ex r - - Sf 2571.9# -� SC 15+8T3 � EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET (ADJUST WATER MAIN AS �•S - - - - - - - - N4 _ (VfRIfY SERI//CE& MARKER) 5 � 9 -SL= 34' CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY N2 NEEDED TO MAINTAIN MIN. SEPARATION). 4 PIR -"� SI= 2573.7 6' 10.5 SL- 1�5+74 28 MISSING SERVICES AS NEEDED. N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. m g = > r w d SI= 2573 7 4. ALL SEWER SERVICES SHALL BE 4 UNLESS OTHERWISE NOTED. o z N = z N3 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO RETAIN & PROTECT EXISTING SINGLE OR DOUBLE AS SHOWN ON PLANS METERED W a SEEPP I I I ( ) = zo � r PROPERTY LINE (EXCEPT WHERE SHOWN), IN ACCORDANCE WITH N4 SERVICE CONNECTION, PER CITY OF MERIDIAN SUPPLEMENTAL RAISE METER UD TO MATCH <m - - - - - 2 I I W III - -4 PIR= - - - - -� - I e. : ►� THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC SIDEWALK ELEV. CONTRACTOR SHALL ENSURE THAT EACH LOT HAS A WATER SERVICE. o WORKS CONSTRUCTION. = o w I I I N5 DEFLECT PIPE PER ONE-HALF MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS. z z z z n. oyz �„ 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. WATER MAIN R WH/TECL/FEE I. I Y 1 33 z i ESTATES N0. 2 I.1 I I I I .I I I ( EXIST. SSMH WC 2 I SC- 15+18 °DCL SHALL BE LOWERED AS NEEDED TO AVOID SANITARY SEWER, N6 EXTEND WATER PIGTAIL 5° PAST PRESSURE IRRIGATION o Z I STORM DRAIN AND GRAVITY IRRIGATION MAINS, AND SERVICES. w STA-11f54.81f - I 1� I " " �Z WHITECLIfT"E v 21 A8/!/ST RlM AS I I f $ SL= 34 J TEE, 8 X 8 X 6, MJ X MJ X FLG. cn o w o , x PI ESTATES NO. 2 0 I SI= 2573.5 z o z z z w o � � o L- - - - - - �� // g I I _I� m I NEEDED I a SC= 14+99 TEE, 8" X 8" X 8 AU_ FLG. E w Y w _ _ \ o 1:2 40 20 0 4() 80 120_ X SL= 46 27 P.C.C. THRUST BLOCK PER WATER NOTE 1 ON TITLE SHE AS REQUIRED, EVEN IF Z Z EXISTING FIRE N3 SI= 2573.4 NOT SHOWN), & PER ISPWC STANDARD DWG. SD-403. S S „'=5 HORIZON IN SCALE vs VALVE 6" GATE FLG. X MJ o Q_ o FEET W. SYDNEY ST I W. SYDNEY ST. HYDRANT - - - �- ,� _ / m I � � 10+40 11+00 VALVE, 8" GATE, FLG. X MJ �'' © o -s Pvc I-$°$� - - - - - -$"$� - $°S _ / m 34 4 tnE � --------------- - - - - - -,� 1@ VALVE, 8" GATE, ALL MJ I_ �N 4 2 0 8 12 o ------------- ---- -I SC= ►n r ------- 7 SL= 34 co Ws WATER MAIN, 6" PVC, C-900 IT I �I► \L-------------------------------------- - -1 14+45 X P1 - - - - - - s. I 0 SCAM IN FEET � o -ao N EXIST. SSMH WC 1 \ I I Hj - LPL ---- I- - -4°PIR- - J Si= 2573.2 uta o I STA=IO+OO.00t 1 I� II ! I II I VERTICAL SCALE W8 WATER MAIN, 8° PVC, C-900 � ® x co 1 I I I.a I I I I SEE THIS SHEET 1" DOUBLE WATER SERVICE CONNECTION WITH 3/4" METER AND 3/4" METER SETTERS Q PER CITY OF MERIDIAN SUPPLEMENTAL DWG. W1 o 0i 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 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 o 2588 2588 V <00 �t Q ®Q� 0� o 4 c6 00 2584 � °° q 2584 N in � 0 00 roll)0� ^MN �M� El + I�o APPROX. EX/ GROUND AT S ER N o + _ o u-)Lq d a� N v c mO II o� 'vNo� U c II +""tt- M ONE + i i o ��' + M o r- $ �-3 II C� II w p o a> + �I- rCs!n --N v O cn �y ® + p co s d s 0,n s li � Istuj z o`u - s o FINIS ED GRADE 1°. c� c ° + c u + c� c + _ It �,, �,� v v I I I v a0 II 3 g I I N Go J o ' z- 3 v�,;� II A SEWER = ,a 11 � 2 o w a cn �-�9 c„ 2580 A _ g W 11 -2 _ is Lu „ �, ,� II �, 258011-1 `i a� ''' II �tV- g�` 11 cn ��to N cn 00 co� Q cn 0-�w vFi� • in of - 2576 II 2576 Z Z < � Z � O cP � z V M■y � � 2572 I I 8" pvC ® 0.65% I I LF s9.a LF 204.0 LF 2572 Mi■� W of Y I 92.0 LF 54.5 8" pVC ® 0.50% • 50% 8" PVC � 0.50% f- Ir■■�1 oz � � 8 INCPVC 0 $z C� �■/ p � II o 306.0 LF 8" PVC 0 0.50% r Z OR �' 0 2568 190.0LF8" pVCo0.50% �W Y �, .� 2568 � or= vs z 3 v z z o o cv cal Q [,jj LJ u z cD N n n co Ill Lnc0 ~ L0 U t.IJ CONTRACTOR SHALL VERIFY .� coo coo ( to co (o N N `� N o 1 ® Cn cD cv Lo an � II II 11 [ I.L. Z HORIZONTAL & VERTICAL � N N N N N N 2564 2564 LOCATION OF ISTING SEWER <0 co II 11 11 11 11 � > to � o � h PRIOR TO NSTRUCTION. � c" z U r z z o z > - ..J W SCALE 1"=40' 1"=4' ►;° CONTRACTOR SHALL NOTIFY 11 11 0 > � o >z > > 1¢ z a ENGINEER 0 ANY VARIANCE z > > - _ 0O > IsoRlz vF�zr ® - cn _ _ 00 Q DWG.DATE 03/03/21 ris OF DO STING DATA. > It = S 00 m 00 2560 00 _ 00 OD zs cw 2560 Q w PROD. No. 201104 s 00 `� m a- SHEET 7 OF 14 N . McKINLEY PARK AVENUE W. TIDA TREE 0 w s. 12556 2556o LL Z 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 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 /SHEETS/201104-SS.DWG C g C-9 C 2 0 > L a-> Q.® O �,` 0- cl QvfC V _ n Q E E u c �L SEE SHEET S-3 C^ `a v ' ° d- W JI- LJ/J./ 1 ' / W C 1 I ! WATER MATERIALS LIST C0 SC= 12+07 I _ I 11 Es - 36 SL= 37' o Of 7 1..-.1 11'1, i&p`,R ITEM DESCRIPTION (D y ° °N SI= 2573.E ( 1 'a ° o C � - � � ® e N I i WHITECUFFE 11; ! \\ . i ® ADAPTER, 8", FLG. X MJ i a ESTATES N0. 1 \\ \, Q � °' `" s - '� W. McM1LLAN RD. 3' 10.5 1, ®� s Q E3 ELBOW, 8". 11-1/4', MJ X FLG. - - - - -E� - - - - P - - - - - - - - - - - - - I EXIST SSMH WC 1,3 \\.�� \ \ _ _c - - - . - - - - - - - - - - - -� - 24 Q I �.1\ ,�� ��\\ E8 ELBOW, 8', 11-1/4D MJ co m E tj I Q1 - crs 3 6C ' \\ \. . - I ELBOW, 8 , 22 1/7, MJ X FLG. a. �, _ m ISC= a 1+5s F PI - -4lPIR= - - - - - - - - `.. \ \43' � El'rST. SSMH WC 5 m� V O ALd Lm r TOB TOB TOB ' - - > aD o s- c T i - - - - LEMP CANAL = C a T el a SI= 2573.4 I \\ cps �z \\\°\� STA=16�9�71� ELBOW, 8n, 22-i/2', MJ s . � � _ ELBOW 8n 45 MJ X FLG. " � . ® _ SC- 11+32 Z � I \.��� � �\�. \ D B D w z �� �t �. 37 SL= 37 EXISTING FIRE \ \ ® ELBOW, 8", 45` MJ x H CD ® SI= 2573.3 P� BLOCK 4 HYDRANT Q \� O d _ o - - - _ - c® FIRE HYDRANT ASSEMBLY, COMPLETE PER CITY OF MERIDIAN E :u, W8P `p* 8 �� ` :1�\ :\ SUPPLEMENTAL STANDARD DWG. W7 U g c N v a vo 777 - - - - - - - - - - - - - I � / „� - AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES THE CONTRACTOR SHALL REMOVE- - -�„PIR- - - -P � - S a I Ra \ \�\� - \i \Pi I EXIST. SC= R£TA/N-PROTECT N4 ���\ ��a� Ni EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING WATER MAIN TO COMPLETE > (r C I p I 23 I S/= 2574.8E Ni \� ��/ \ \ \�\> THE INTERCONNECTION AS SHOWN ® �-- a C v BLOCK 1 N3 SC= 10+81 (VERIFY SERVICE & MARr(ER) o / .< Cj �' �6, \ . � V1 l I - D �� SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET (ADJUST WATER MAIN AS o ®� SL= 43 10 I � � F .� �' �� � o ���� N2 ©- � � � 6 v I 11 10 ''s 8 �� NE®ED TO MAINTAIN MIN. SEPARATION . o _ Wj I ® 8 N2 SE= 2573.1 i -Ao`' / ` -- s�'�co�8 e ) Q Q ti 1 SEEPAGE +_ 9 12"SD E3 I TB N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. v 81 a , 10' N� 38 SL= 36' N3 ® I BED #3-2 �Ia-, S!= 2573.1 ?_ �`' \ RETAIN & PROTECT EXISTING SINGLE OR DOUBLE (AS SHOWN ON PLANS) METERED tt 4 18 TB T7 V6 H TB TB TB E8 /`� 10�' ' • �� ��\ ® SERVICE CONNECTION, PER CITY OF MERIDIAN SUPPLEMENTAL RAISE METER LID TO MATCH �t J \Pi s u as �� SSMH WC 35 \ �k /\ SIDEWALK ELEV. CONTRACTOR SHALL ENSURE THAT EACH LOT HAS A WATER SERVICE. 22 STA=10+49.00 \ E3 1 TB g - - - 4"PIR - o X r >Q T C '§ TB 00 ®n � cr s W6 . N3 ) 4- +_ n u' \ .. N5 DEFLECT PIPE PER ONE-HALF MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS. 0 �2"t 14 LF �s' / to C EXIST. SSMH WC 3 .,. a_ . a C®c cl - - - - - �t \ o N& EXTEND WATER PIGTAIL 5' PAST PRESSURE IRRIGATION � _0 .s a - a 's P-8 o tt tt �„ �„ 5 STA=lJ-A47.834=10*00.00 14 LF 8" 81N N2 ,1 o_ 9-W- _ S - n 5+00 o TEE, 8" X 8n X 6"D MJ X MJ X FLG. TB cn cn N ADJUST RIM AS NEEDED '�s� n 14+ao N3 141 LF oEXISTING FRE Ni � LFo N2 8�Y i8 x'` W. BLUE FEATHER DR. -I -8 S -- - - '6 � O.8 PVcHYDRANT o _ N3 � 3 I NS 1 t � � V TEE 8" X 8" X 8" ALL FLG. W o s C� - a 6Y TIDA ST -� i i W. Tl S6 C 3' a ��EP�GE o • `." ti'. Y I c)� I P.C.C. THRUST BLOCK PER WATER NOTE I (ON SHEET), (AS REQUIRED, EVEN IF F i i D TB o 0 _ c S - TB Q T. �S W8 N3 =ss .- --� EXIST. SSMH WC 4 O NOT SHOWN), & PER ISPWC STANDARD DWG. SD-403. ®" Ltd STA=15442.48E `� a - ®o - - - s j I S I 1 t o E o° N3 \ E8 W8 3 - w . ADJUST RIM AS NEEDE/1 VALVE, 6" GATE, FLG. X MJ SSMH WC 34 h� I ' r B - a ' EXIST, SSMH WC 2 39 > h -� -� �'`� I WH/TECUFFE- ® VALVE, 8" GATE, FLG. X MJ STA=11+20.00 TB N2 a, I I v cc� �,® �c 2v�r�c >,� g'�` oo s s STA=11 f54 81 - =� .; W o I ESTATES NO. 1 " A8 !� O� o •� L1J v 21 ADJUST R/M AS ®�;Q i 1® VALVE, 8 GATE, ALL MJ n �� 5 149' l�J o d- � V8 N2 ` / v NEEDED c; 43 5 Ws WATER MAIN, s PVC, c-sQQ sC= 10+87 �• 2s �I U) z L �, SL= 30' 13 LF `. 18"SD� I oa / �, ``�' 6 5' SI= 2573.5 v W$ WATER MAIN, 8" PVC, C-900 11 97 SSMH WC 31 (P1 1 X `s 42 I 1" DOUBLE WA SERVICE CONNECTION WITH 3/4' METER AND 3/4 METER SETTERS TB E8 y°��92 STA=18+04.53 - - - I-� �S r= RETAIN & PROTECT ``' 40 `°' 41It I PER CITY OF MERIDIAN SUPPLEMENTAL DWG. W1L� 1+00 s F ` EXIST. SEEPAGE BED V BLO K 5 W8 i s � SSMH WC 30 F r-----_-_ ' �. I o h o STA=17+46.00 5 _ _ ` STA=10+00.00 t ___- Y T _ _ r r _ I __ \ $ s X Y (Pl (P� PI 3 i w O - - - - �E3 (PI - -4"PIR- - -- - - - - - -� - - - -I-4"PIR- - �� T ---� - - - - T - `� - - - - - 4"PIR-1L�: - - Pr p( - -4"PIR- - SCALE IN FEET g S /� - (PI PI (PI (pi` PE PI- L ___l w c SSMH WC 29 (PI � w m HORIZONTAL SCALE Z Z Z Z z STA=16+50.00 32 LF � .- � WHITECLIFFE ! I w w � = WHITECUFFE � <�- � < w ESTATES NO. 2 I 10 SC= 16+50 .��. SC= 16+87 29 I ESTATES NO. 2 4 2 0 4 8 12 o SL= 28 - , HLDCK 5 J F O N O- O I S Z W N SI-2573.7 143° � ° 8 � SL= 39' I o N w Q� Q '100' S!= 2573.5 18 17 16 15 14 13 ° I �, o w 0 o d i i I I 12 1> SCALE IN FEET d u 0, SEE SHEET S-'I VERTICAL SCALE Z Z a � � W BJ�� W k o� m � 0 � B" oZa NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND 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 16+40 16+80 17+20 17+60 UTILITIES ARE SHOWN IN AN APPROXIMATE WAY U) ( 4 258800 2588 EXACT LOCATION OF ONLY. THE TALL EX S11NG SHALL �UTILMES THE00 BEFORE COMMENCING WORK. THE CONTRACTOR `i xI w r ASSUMES ALL RESPONSIBILITY FOR ANY AND W ALL DAMAGES CAUSED BY HIS FAILURE TO to Q c, 12+00 1 1 +60 1 1 +20 10+80 10+40 10+00 9+60 co � � � � � � h � EXACTLY LOCATE AND PRESERVE ANY AND ALL � � R _ I o o v UNDERGROUND UTILITIES. DIG LINE TELEPHONE �� < z 2588 2588 2584 o v 3! w s `H 2584 NUMBER IS 1-800-342-1585. `-c fn s� � L a&' �I� � `^I 000% �' t c" APPROX. IST. GROUND AT EWER o 0 Q 1 n ``�'001 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, � �, �, ' u = � a• i3 SEWER AND WATER SERVICES AND MANHOLES. e� n ® z FINISHED GRADE c ; ® a 4 �' ® �= Q, � .c 22- N m m tt RESET MANHOLES AND/OR METERS TO NEW M N T SEWER W FINISHED SIDEWALK OR NEW FINISHED STREET ® g � c., c .� 4 o c1 W v W�'� 2580 ELEVATIONS, EVEN IF NOT SHOWN. 2584 0 ®� 2584 258® `'' e _ 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL mot- Q o I o o°' G� t6 -- - -- ----` -- -®® ----- SERVICES ARE EXISTING AS SHOWN, PRIOR TO I I PAVING OR CONCRETE CONSTRUCTION BEGINS. FINISHED G E v 1t -t- + I I APPR01r EXIST. CONTRACTOR SHALL INSTALL ANY MISSING � AT SEWER �� ® IE I I FC AT SEWER SERVICES AS NEEDED. " I I 4. ALL SEWER SERVICES SHALL BE 4 UNLESS L L_ 2580 �, 2580 2576 I I A 2576 OTHERWISE NOTED. > V) �' �°'�'"' I I I I I I �' f f 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM • OF 2% GRADE TO PROPERTY LINE (EXCEPT 0 I I 1 I WHERE SHOWN), IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR m PUBLIC WORKS CONSTRUCTION. 2576 PR AT 5fWTE� UN 2576 2572 i i I I 2572 6. ALL WATER MAINS SHALL HAVE 4 FEET OF z �- 1I I I I I COVER. WATER MAIN SHALL BE LOWERED AS O � Z w ui N2 I I I I I I n 15224 LF NEEDED TO AVOID SANITARY SEWER, STORM 0 150.65 LF I I - - 8 PVC ® 0.527 a DRAIN AND GRAVITY IRRIGATION MAINS, AND I I �8�03 LF I I 8"PVC ® 0.48% - 1 f_.- - - - f SERVICES. 2572 2572 2568 - - - 2568PH o� a 16.0 s" �c ® 1 I I I - - ` PVC ® o.47q - ---1 - -- -- Ix �.. n [-- I 2568 ^ 2568 2564 h h ~ h �° ©' �v Er 2564 1 � � � h � � o (�S '.3 �"?;I"T N nt � E6 � c�'cas°' � `� � !i Ia � � Zit Z Z = 00 2564 z �_ 2 2564 2560 �_ z _ % 25 0 > - _ �° ! ® t SCALE 1"=40' 1"=4' co Z Z � � z \ HORiZ VMT . TOAST EET LOT 3 9 B LOCK 5 BLUE FEATHER DR. 0 0 D�1G.DATE 03/®3,/21 t-Is ry 2560 2560 2556 ! 2556 PROJ. No. 201104 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 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 16+40 16+80 17+20 17+60 m CL SHEET 8 of 14 0 O F- S-2 LL Z 0 /SHEETS/201104-SS.DWG SEE SHEET S-1 t:_ E 2 0 co CK) C14 co 0 2 0 + r-i LL ® >+ + + -bo C> !_0 TB cq Ta C4 U*) 9-�3 TB it E Z f_>_j ID 0 (n cn H U)cn cn A8 unj US > CL c V8 (D 0 V6 N4 - "'j TB !{® 0:p T7 cn E8 ac!g 2 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 .0-t<'o cc E8 W6 -34 v -c ow 2588- 2588 4­4 �14 bz. A willQa 38 - V3 N3 C z Nl li I _b _cD ccf N3 48 LF 79 LF i U) 114 LF czs W8 Lu ST. 20+60 1 ul ul 167 N 77DA ST C14 t; La r-� Ln < N2 - - - - - - - - L6 'Z� L-1 0 -.7 0 X P_ 01 c�­t: c> C) C?I-, r-_ 2584 u 2584 - - - - - - • R� P12 LC'D--,1 00 c® cu'll Li w -5%N.4w + & Lo r.- cc'�4' + SSMH WC 32 4 -e LLJ >< C4 Mco 18 'o q -110 Lo C'4 0.) 18+78.31 A �D 43 w (n I L---------------- to 0 14- + o 6.2 m-18"SD .4 Lu I' :lb + 311: to 11 LSSMH WC 33 + SEEPAGE BED 3-1 w z ED GRADE STA=20+86.31 FINISH Li 0 0 WC 31 30 2 uj cn u - < Qz -2 AT SEWER En cn W8 cn w (n 2580 8+04.53 5 R '6L M co < 2580--s llft� 0 L) 'Q It A ------------------------ SSMH WC 37 R in % < I C"n cn ------ N3 SC= 16+02 > E. z_�5 STA=16+02.00 ui p o ti 3 SI=2574.0 SL= 41' 17 1 2 5 EL y) Z:g 2 WHffECL If TE APPROX. EXIST GROUND 4T SEWER I " .- " ' co 11 Z .3 SC= 15+82 3 10.5' ESTATES NO. I S 31 SL= 37' 2576- 2576 Q_ 0 E0_ Sl= 2574.2 th Z 5 -s -0 cu ILI, _- E P, t�'a L'6 Zi VL S cn 04 0.70%1 -L> __154.0 LF 8", PVC 0 2572 V.­9 t& ----------- E N3 SC= 15+34 2572- ---------- SL= 43t 16 ---------- SI= 2574.4 T CL'> 0 \s 391.0 LF 8" PVC 0 0-50 ....................... Ab- ----------- ------- -0 r/a - -------------- (n z to co SC-- 15+07 II_ CD 50 32 SL= 37' cli 2 co E Sl= 2574.6 2568 2568 u Lo In I c; CD C14 CN 3 uj R V) Lo In CONTRACTORS ALL VERIFY C14 CN Lu u -2 = �er g E HORIZONTAL & VERTICAL 3:�I . a Ln 0 5; -.-E Go 2 z 06 co LOCATION OF D(I 3nNG SEWER > to Lo C) PRIOR TO CON')TRUCTION. > 9 cn Lo c"t > SC= 14+56 2564--+ +15- In " -2 2 2564 SSMH WC i .il_. I Lo Lo 0 It CONTRACTOR SMALL NOTIFY 00 1114 A L STA=14+44.00 SL= 43' 15 1 1 4 co LD 0) 1 ENGINEER OF ANY VARIANCE 00 Tp co to cc' ��z T N3 SI= 2574.6 co Lo :D cc co U > OF EXISTINN? DATA. U-) C'sl Lo 0 SC= 14+32 11 C14 M 33 SL= 37' co 6 > II Sl= 2574.5 0 00 �pf 2560--o 9 ,> M 2560 3 3 9 ED co 2 s T7 V6 H TEl TO co $ o W6 r - - - co � .s��� + f'�. A R C HES AVE U N3 j SC= 13+81 SL= 43' 14 1 2556 1 -2556 Sl= 2574.3 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 SC= 13+57 > 34 SL= 37' 0 SI= 2574.2 r M Lo .9 => cl C, 'n ca C> C) 40 20 0 40 80 120 Ln ��3 ail SC= 13+06 n8 � z C:) SL= 43' 13 0- SCALE IN FEET Sl= 2574.0 HORIZONTAL SCALE WATER MATERIALS UST SC= 12+82 ITEM DESCRIPTION NOTES cx- 0 35 SL= 37' 6 1 4 2 0 4 8 12 @ ADAPTER, 8-, FLG. X MJ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN C - C) Lo SI= 2573.9 '4, M%MMMMEEMEEI AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE -1/4% W X FLG. @ ELBOW, 8", 11 EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 0 SCALE IN FEET, WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND 0 co I @ ELBOW, 8", 11-1/4% MJ n C) VERTICAL SCALE ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND 00 C*4 M 4p'll ELBOW, 8', 22-1 IZ, MJ X FLG. PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE Li x TELEPHONE NUMBER IS 1-800-342-1585. [if 0 LT SC= 12+31 r 4p'� 18 ELBOW, 8-, 22-1/7, MJ I- = 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER < CL_ SL= 43' 12 C) SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO co SI= 2573.7 ELBOW, 8", 45% MJ X FLG. k_l M NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN cr SC= 12+07 Zo co ELBOW, 8", 45, MJ IF NOT SHOWN. P13 36 SL= 37' 7 000j FIRE HYDRANT ASSEMBLY, COMPLETE PER CITY OF MERIDIAN 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE EXISTING ca rK Sl= 2573.6 AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. 53 Cc WHfffCLIFFE SUPPLEMENTAL STANDARD DING. W7 ESTATES NO. I CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 105 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES THE CONTRACTOR SHALL REMOVE 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. 03 EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING WATER MAIN TO COMPLETE 04 0 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO A-- Lj THE INTERCONNECTION AS SHOWN CL PROPERTY LINE (EXCEPT WHERE SHOWN), IN ACCORDANCE WITH THE SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET (ADJUST WATER MAIN AS sc= 11+56 CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS -7plR- NEEDED TO MAINTAIN MIN. SEPARATION). CONSTRUCTION. SL= 43' of 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. WATER MAN N3 Sl= 2573.4 cP-7a @ SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. LLJ SHALL BE LOWERED AS NEEDED TO AVOID SANITARY SEWER, STORM 37 SC= 11+32 L---j \%7N N cv RETAIN & PROTECT EXISTING SINGLE OR DOUBLE (AS SHOWN ON PLANS) METERED DRAIN AND GRAVITY IRRIGATION MAINS, AND SERVICES. LL SL= 37' c:) EXISTING FIRE 'N SERVICE CONNECTION, PER CITY OF MERIDIAN SUPPLEMENTAL RAISE METER LID TO MATCH SI= 2573.3 _�A @ 0 BLOCK 4 HYDRANT SIDEWALK ELEV. CONTRACTOR SHALL ENSURE THAT EACH LOT HAS A WATER SERVICE. • sI 'W8 - v'01 W @ DEFLECT PIPE PER ONE-HALF MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS. $ EXTEND WATER PIGTAIL 5' PAST PRESSURE IRRIGATION M co 4 EXIST. 5C= RETAIN-PROTECT @ rA z Sl= 2574.8-1 Nl 3: < SC= 10+81 (VERlf Y SERWOE& YARfffR) U) TEE, 8- X 8- X 6-, MJ X MJ X FLG. z SL= 43' 10 TEE, 8" X 8" X 8", ALL FLG. 0 Z V Ld > N2 SI= 2573.1 uj < P.C.C. THRUST BLOCK PER WATER NOTE I (ON TITLE SHEET), (AS REQUIRED, EVEN IF F- z :fs SIC= 10+59 LO - 12 SD E3 1 TB @ LLI SL= 36' 4- t Na NOT SHOWN), & PER ISPWC STANDARD DING. SD-403. 38 TB 1 SI= 2573.1 00 Aca T7 TB EB < @ VALVE, 6" GATE, FLG. X MJ ui SSMH We. 35 E3 1 9 -4"PIH- < z STA=10+49.00 VALVE, 8" GATE, FLG. X MJ - - - - - - - - - - - - - N3 U) 4- W8 U VALVE, 8" GATE, ALL MJ 3: 14 LF - 11 T­ z 5 N2 -900 0 14 LF WATER MAIN, 6" PVC, C 14+00 N3 141 LF U-1 8 ;a-- - I - - -_ �i 0 BLUE FEATHER DR. -7-H 8S 15+ou @ WATER MAIN, 8" PVC, C-900 00 �; LLJ W. Sz�-1� 9 N6 I" DOUBIF WATER SERVICE CONNECTION WITH 3/4' METER AND 3/4" METER SETTERS cle) S� 4' PER CITY OF MERIDIAN SUPPLEMENTAL DWG. Wl LLJ 0 0 U) ILL CRC S 1"=40' 1"=4' _tj M'%<, W SCALE HORIZ VERT tV 39 �%' i!� ik k c z > 3 N lq_kk E7 DWC.DATE 03/03/21 Iris R :Jt it 43 PROJ. NO. 201104 z I 't::i, -z'-,j" d -d n SHEET 9 OF 14 ff T Li (n-lwu D Ca) 93* jig cr LQ V3 42 RETAIN & PROTECT 40 41 Llj " EXIST. SEEPAGE BED BLO K 5 F- S-3 < LL z /SHEETS/201104-SS.DWG N (n (a A+ -o L C acv E ) 00 o > ;T SEE SHEET PIR-2 SEE SHEET PIR-2 c u- -02 _ V Q�> a�� C A � 6 O m OD+S+ w S1 TYP. N4 TYP. I !� c >' n ! v o � ,.a. Q 0 I vv 0 2 � °�l I �� � Amy'= s i /\ ° Q 14 I /� a3 4) Q / 0 I WH/T£CL/fFE I BLOCK 3 �- N W Pi N m I �, ESTATES NO. 1Typ. C Q � c �pfLO: $�, � CO. --. ` .- 7 - BLOCK 4 -- _ y - - Y f _Q a� E coo ................... J 1 1 25 I I -%� of 1_ i mA v o -a u m m : I �I� � �— i i a)0 $ ® o a _ I III i \ \ I - - - - - - - - - - - - - - - - -- - - 26 vo a P9 a 1 �o.� ° --- ------- S1 TYP. - — _ 13 I I II�`II _ I 00 Ac—_ � U I O L C L o y x N 3 C - I I. I I O y E'9 Pi• I y' --����_= i c, I `� S1 IE Q a II I I IlIe I°iIII II`I � I I IICIIIdI II�II. II ! p® v v0co si 5' Sn 35 WTECLIFE I 40 20 0 40 80 120 W D °® ESTATESNO 1 > _ao' 0S. 6N3 6 votCyco Q SCALE IN FEET t/3 17 Z TYP. a a°;: 0 N G o v O< U A a C N m I N4 P. I �, I I... I- d =v 3 N 25 a 12 _� s I 1 \ C 0 3 C C (!D P --N� ice' !FY a> �acco 1 {\ Iliiii o Sf TYP. 36 €i I 7 �1 ' °11 _ FAQ\R� NOTES: 5 `\ 1. THE CONTRACTOR SHAD. DETERMINE THE EXACT LOCATION OF ALL A -le - s P %'. 16 �' - EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 4 N / ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES - \s ,�\ \p BLOCK 3 / CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 24 I -Hl \ \ o i ' S1 T�'P. ®° ! "'l=--- '�\ \�� - _ // AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG �v �_o I 11 - -- ---4 Our---- LINE AT 1 800 342-1585 PRIOR TO ANY EXCAVATION. EX/S ............ a N3 T/NG \�`�e 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, ,.. I N4 / '� & W I Set I.. . .... s� to-= ® � = a z �' / EVEN IF NOT SHOWN :. / 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING I -- .. ......".. SERVICES PRIOR TO CONSTRUCTION. CONTRA R NOTIFY o � � CONTRACTOR SHALL ZONAL E ® _° 5 m Q N3 :-�� BLOCK 4 �� \ / THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. 4 I w ` I Z [ -� I \ / 4. CONTRACTOR SfiAI1 VERB THAT EERY LOT HAS AN EXISTING a 1 I `P� g PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A Y Pi S1 .,�P.. � � I l/�v` / � co I I i \\ ���� / N SERVICE TO EVERY LOT AS NEEDED. x o - - - - - - - a a I 23 ...................... ....--REMOVE & RELOCATE 1 \ \ / 5. CONTRACTOR SHALL PROTECT AND RETAIN MISTING FENCE LINES VICE, MAR \ WITHIN SUBDIVISION. � -...�..... SERVICE, KNEW � �+ 19 a 2578 10i / - \ C G I /I SERVICE. ADJUST VALVE / �, \ \ 6. SEE SHEET PIRR-3 FQR DETAILS AND NOTES. v'� p5 S1 I I RISER AS NEEDED ONLY �_ \a` 8' 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED AND MAINTAINED BYM.STD` TYP S1 P' I 1 SERVICE PER LOT a ���/ �� \8\- \ THE HOA. THE BACK-UP SOURCE IS A 4° CONNECTION TO m a: 12 SD t REQUIRED) /' \����5� \ \ \\\ : •. ( m 5� � 38 ' RETAIN & PROTECT � \ \ ��\\\ • � MERIDIAN CITY WATER CONSTRUCTED AS A PART OF WHITECUFFE 3 EXISTING DRAIN. ........... ....... ... ESTATES SUBDIVISION N0. 1). o o s �< ��� ¢ m W ? o .\.\ o � = mom N4 / \ I 22 \ cl - : -- -4FIR- ---� 8 - oZ000 =" f - EXISTING - °S-*- - - -W. BLUE FEATHER DR. a / I ,_ J o , z ° \\ ���:-=._ � - - -� - -8 S.- - - - � z o TYP. PRESSURE IRRIGATION LEGEND w Ti : 2 �- -—SIR - -:. -- t :` --1 I - - --4 PIR- - - - EXISTING PRESSURE IRRIGATION LINE w o o Q EXISTING -H P 39 I z a �� I I _ �_ N3 °5.,::- I WHIT£CUfF- I I 200 LF CONSTRUCT PRESSURE:. BLOCK 8 � ., - G S E F`a WHIT£CL/Ff£ I� I 21 511 Is- I �I 43 A S NO 1 i 4�� IRRIGATION LINE & SERVICES EST TE :ESTATES N0. 2 - BLOCK 5 I I BLOCK 5 �. -------- -- ----- = -- � �°.I BLOCK 5 � I�`---. ��� o f I 5 i ► CONCRETE THRUST BLOCK X P := - - -:- - - - - - - - v � RETAIN & ��F 4 co w 1 PROTECT 2 �- I WHIT£CLIFFE f, / QPv 39 40 41 ... I 4 I ® V Lo -4 --� j ESTATES NO 2 EXISTING F� I I VALVE i00 ---- _ - �1 ! I TYP. N4 I DR / - 5 00 —: — = DRAIN. / ------W--- Ili 8"W g W Pill ; .- SLOPE PIPE TO DRAIN v , S , N! SYDNEYST. �I; ! SYDNEYST. I - - - - - - - - - - - - - - o- MAIN LINE DRAIN I I i V) �1 �, I �' !i—=8"Sf —8"Ss I I �8"S I � _ �// � I I I 0 - 0) z _ -� — — — co - - —_----_--_-- __—_ __---- EP— — — — — — + SIB"sDPT —L� Q ° I a ��---------- 20 ------- -----_�- -L� ' P� N3 N3 I N3 I I o o a - - PI p� --P - I n 1 �� I � 4P{R- ---- ---- 4PIR--- - -- - -T zm.. I I EXISTING P( I PI �j - -- - - -4PIR- - -- 1-- =- _--- --- ° �- -__ I I I ®I I �I I I Pa I P� P� I P� - 4PIR-- ��� -- ----4"P{R- EXIST/NG I +� P I a' c °°I I I EXISTING I C14o a a I TYP. N4 I TYP. N4 } N4 10 _oo . I I IPRESSURE IRRIGATION MATERIALS LIST 7-N BLOCK 7 I 1 1F I I I I I I ITEM DESCRIPTION IPaI I W I I i ° p Ia ( I I BLOCK 5 I I I I I I i I E9 ELBOW, 4 , 11-1/4 BLOCK 5 I - 19 I 18 I 17 I . ,. I 15 I 14 I I � � Z 1 I; I 12 ELBOW, 4". s0° 13 I 12 I 11 I 10 DEFLECT PIPE PER MANUFACTURERS • } I I I I I N1 SPECIFICATIONS AND RECOMMENDATIONS ® r I \\ I I I ► I i I I I T�� m I t a�\ I I I AFTER AGENCY HAS CLOSED EXISTING VALVE. REMOVE 9y �� I } I I I N2 EXISTING PLUG/CAP, THRUST BLOCK AND COMPLETE Q I' I � CONNECTION TO EXISTING PRESSURE IRRIGATION MAIN. z VERIFY PRESSURE RRIGATION SERVICE IS 8"W \° ^" 8'1N — — — — 1 - N3 INSTALLED IAND GMARKED PER ETAIL, SHEET P R 3. IF NOT z� _ % \ — �� O FOUND INSTALL SERVICE AND/OR MARKER AS NEEDED. V - I'r - --. � �' LORETTA ST. �-- - - - - - - - I - - - - - -:_ - - - - _ - 8"S ° W. LORETTA ST. ADJUST VALVE RISER TO FINISHED GRADE AS NEEDED. Ir 00 _ _ _ _ L1. I -�- = °_ — = _ — _ - — — — — — — _ _ _ N4 RETAIN AND PROTECT a LL _— -- ° ..----.. _a- �_ =v SSG 1 .. __ 1, O I - I T I -- -- -- — — — — — —� a— — — _ _ - PRESSURE IRRIGATION MAI , 4 PV , CL-200 - - - h -� I o a� T I I I ► I �- r T i P4 N ° e Z w CI) PRESSURE IRRIGATION MAIN, 6 PVC, CL-200 N to ................ I I ` .. I I Ps e ® LLJ I I I S1 PRESSURE IRRIGATION SERVICE, 1° WfIIITECLIFfE ESTATES N0. 2 I I I } I I 0 IL 7 i : I BLOCK 7 I I � I I �I I° I BLOCK 6 ( I I S2 PRESSURE IRRIGATION SERVICE, 2° 6 I I I i 1 4 I 3 I I J 13 :::. :}:::::::. /0 I ® 0 I I I I 2 1 I 12 I 11..:: I SURE IRRIGATION SLEEVE, 8° AWWA, CL-900 ........................ ................. } I f I I a I I I SL4 PRESSURE !L SL5 PRESSURE IRRIGATION SLEEVE, 12° AWWA, CL-900 P.C.C. THRUST BLOCK (AS REQUIRED EVEN IF NOT SHOWN) W SCALE 1 HORIZ I I ::-•.:, I I 2579 ---- V4 VALVE, 4" GATE 0DWG 03/03/21 IATE I ;- I ....::...:::::... } = I ::............... .. '��.I-'-.... -.. ° PROJ� NO. 201104 r s .................................fF.....-.....p{....................-................-.......... ........... ................................. �:::..... PI p .............................................. ...----- 2577 ...... I a ......--- VAL 6 GATE p - '-I vs vE .--.. ...............:......::..::. .. I O 6 PIR--°�- - -_.. -.----------�---w---�---�---...:.--_.,..-� ........°�.. --- ....................................................}.-.... ......... ..........-.......--------------------------------......---- ---.....-----....-::::-:- - -- - --- --- -- } \ � 4?.. . ------- - ::.:::::::::::::::::::: :1.:::::: - - - - - - fi°PIR :. ................. x x �.. 257 _6°PIR.._._._.. -z-= ----_ .. - :. ::2578 - ----- : ——_ —— — ::I::......_.._: :::::::::::::::::: :: ::::... .... .. .. SHEET 10 OF 14 ------------ I x #-�--- # , .... .. 6"PiR- .... ..m......,.,..K �2578 -<:= }::: 0 F_ PIR- 1 ° z ® /SHEETS/201104-PIR.DWG .t.. ® U A 11➢ i `' Q Y V uy C 2 cc L es --5 a'i L c :mow® 00 �i J 0 c v v •....... _ — 0 ( ) v 0 a+ N �! MCMeZt�tN RD. — — _ _ _ _ _ — _ y A Of ............. —E� w MCMILL�IN RD - - - - - - �P- - - €I'- - - - - � — — . — — E_......--•-......................... EP EP - F 0� s L EP '•- EP EP a - _ _ s n TO TCB TCB Z 4H.......................... -.........._.e T B rt06 TCB...................... a 0 TC8g T98 TQ$.................- ..._.. t ..................."' -.. -------- ....... .... Tn L �/P CANAL v RETAIN & PROTECT EXISTING ZfY CANAL `A _`;;.: 'r = _ LE,P l�idNAL o Q s h - ; yr F _ :•• ................ BERM REPAIR IF NEEDED TO :::::::::..... •--------•- ...... ....................... ® ® .. LL HP '--------rOHP ---------- OHP--------Cyr.-------�R�--------- RPM g -- --- -- ° .............::::....::c::roe.......::::...................fie..........:.. :::::: 0�` :..... __ v O V H F HP OHP py NP 1 _ HP i v � �� � Fri} A P. TOB ORIGINAL CONDITION OR BETTE OHP ° ° r w OHP P'" -------------- — a _ ----- - - - - - - - - ---------------- ----- ------ _� _.... ��_� — a --------------- - ---- --------- - 3. O --------- ------------------------------------- - -------------------------------------------------------------_-_-_- - -------=____� _ - _ _ --- --- ----------- _ _--- - ---_ — _ o ST a� 1, - b -6"PIR- - - _� RETAIN 8c PROTECT \ -� EXIST/NG + ., \����� - - ---- -- --- �- �, © = E N3 f N3 EX/STfNG +�r -6'PIR-- r - - _== -- - =�°r �-------- -- -- --6`PIR-->-- L) ®_ o EXISTING DRAIN. N3 w 13 i t . �/ N2 ......................... .. N3 - N3 ! N4 1� =: � �' d 'I 40 20 0 40 Sfl 120 W I— m W ...�..��.::.:• \`�,I 0 � v °D v`ai� o o Q ` I ! SCALE IN FEET U) V c� L WH/TECUFFEI v ;; I I I = a v w moD(� I BLOCK 1 a V o ! ESTATES NO, 1 I t I I B ` I I 3 4 � a ®omy°, cm 4 .0 A O C w �. g 7 6 5 4 3 BLOck1 I I � �� coo ` a N.......... --- = I I V6 "':��, BLOCK 1 - - - - - = _ --------- =W- NOTES: e a a ...- . 8"w _ .......... ,Lire; - - N4 ' - �� a:.• — - P6 -'i �SL5 ( 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL v�" > �-E G✓. TJDA STREET JO — • — ^ < `.'. a. C� V �, a _ / — ! EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR N c , TB i a s" s: o �--� -- - >-- ASSUMES RESPONSIBILITY F ANY AND ALL AMAG o v I _ — CL SS ES ALL FOR DAMAGES •-.... .� a °� 'L_ .............. _ k' / a 8"w 8 -� — — — — — CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY Off V4 8 W .� -8'�V- — — -g"W— ' _--_ = —8"W— — — — — — — — `. q AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG N y ® ` - - - - ©a z N4 Sl E9 W. TIDA ST. W. TIDA ST. I. — N4 , LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. ® ® a o 6 8°S 8°S it Gl! T1DA ST. f o V6 \ ."_ •`... !L_-_ �Q�(^_— �.••.•.•• �. CONTRACTOR JIit1LL RETMiN AND PROTECT ALL EXISTING UTILITIES, �;y _— a � = y EVEN IF NOT SHOWN. a 3 — -- — 3. CONTRACTORS VERIFY THE LOCATION OF ALL EXISTING 00 18 1 I— :=:'-`1 SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY AL E ` ''...... �.:. P4 L- -----------------J ............................ - ----------------- w •� -' � �I t I � � I I THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES 5� 1ST �G'l h .� • 18'SD ° N3 Cs $ rfr : ' SEEPAGE BEDS-1 30 ° f - - - - - - - co :::: _:;::;;::r:':"' '":: : 'y�: I 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING 11 ........... ...• .. ; ' _ I • ! - - - - - ::::::::=:.:;::: PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A I �, °• . V4 ! TO EVERY LOT AS NEEDED. - s2 - s `-� I SERVICE � i 11 LF 5. CONTRACTOR s PROTECT AND RETAIN EXISTING FENCE LINES l 52 LF 'I I , �; I I Q I III WITHIN SUBDIVISION. ?r 9� _ E12 TB 17 ! _� 6. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. � � O :: N g I - - I T F8 I iYP. j.' �� =: _" E9 E12 TB '`� �; I 2 I I I # _' I I PRESSURE IRRIGATION SYSTEM TO BE OWNED AND MAINTAINED BY s THE HOA. THE BACK-UP SOURCE IS A 4° CONNECTION TO 31 ° ° I I I �j l 2 ! 5 I MERIDIAN CITY WATER (CONSTRUCTED AS A PART OF WHITECLIFFE o z ESTATES SUBDIVISION NO. 1). z z l0 w � TYP I Ih N3 10 29 N4 TYP. ----- J s - - - � I • �_�I �II�.I -� 1 2581 I 16 — — _ _ — _ _ — TYP. S1 �aI III bllall i c''�`�� �� , —_ - - - - - - - - - - - - - - - - - - - �RESSRE IRRIGATION LEGEND o 3WY _ I WmW 32 - I I �2�,;' - - -_ ____ ®_�� _ _ _ _ _ _ _ _ - - - -4"PIR- - - - EXISTING PRESSURE IRRIGATION LINE � z J m o �' I ! I • I (�- '-co iv i� __ _ __ - - - _ -SHELF=2575.9 � Woza 2O0 LF CONSTRUCT PRESSURE 9 - ! I` ' I � ° � � � � � I�"'rr �-4P{R IRRIGATION LINE & SERVICES I w I - - - - - - - - - - - - - � I e I lid 1111 I 1 ¢ Ci 28 I► CONCRETE THRUST BLOCK uj 00 le � � � S1 TYP. I a_. a I 5' I 15 I I I °° i i i ! liiii�i D mot- ® L_ co - _ _ ® VALVE o o 1 I , � � � � ______ ____ - �-- SLOPE PIPE TO DRAIN LLI _ t= i I ! -- 25 v 33 \ - - - - - - I - =`_�, _ -_� _ c� ®� N3 P1 I - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = -a25 t— = � �I cc m oo — - ° - 25 ®-- MAIN LINE DRAIN Q o Iv 8 \ - - - - - - - - - - - - - - - - - - - - - - - o z s1 nP. I."� N4 TYP. s I �� <c ) r"-,�- - - - - - - - - � l0111 I Ila Q � �� m 27 FI all I II"" ! I I Q 14 ! WH/T£CLIFFE I :� I 0 -i BLOGf 3 ® s / TYP. s1 I 00 �' m I I N ESTATES NO 1 I I PRESSURE IRRIGATION MATERIALS LIST a - / 34 � I � 5 I �/ '^ ITEM DESCRIPTION �. - ¢ I BLOCK 4 I _ ___ ------_--- 00 Y I I..II I� I I a : •-''•...: -- ELBOW, 4 , 11-1/4 7 c� — — -,---- E9 rI� ELBOW. 4°, 90' !� s ` DEFLECT PIPE PER MANUFACTURERS S1 TYP. 4 + r - - - - - ta. __-------- SPECIFICATIONS AND RECOMMENDATIONS 13 I I : Ili I�`II I l r' I I I�a � - - - - - - -" - N2 EXISTINGAGENCY P PLUG/CAP, THRUST BL EXISTING OCK AND COMPLETE m 5� `� I I ( I Its I 1 I o CONNECTION TO EXISTING PRESSURE IRRIGATION MAIN. �] 35 I i all I WHITECUFFE ) z �--+ 6 I I I II" ESTATES NO 1 ) I VERIFY EXISTING PRESSURE IRRIGATION SERVICE IS = I III s I I N3 INSTALLED AND MARKED PER DETAIL, SHEET PIR 3. IF NOT _. = 6 . I I I _ ._ FOUND INSTALL SERVICE AND/OR MARKER AS NEEDED. �- z _ TYP. I I I I I1�1 17 ADJUST VALVE RISER TO FINISHED GRADE AS NEEDED. r/� rr I N4 TYR I I I i/1 25 - - - - - - - - - - - - - - m ) \ \ N4 RETAIN AND PROTECT LJ pf - 12 C (P4 PRESSURE IRRIGATION MAIN, 4 PVC, CL-200 z Ir PI I I I �'�s1 i 43�r \ \ P6 PRESSURE IRRIGATION MAIN, 6 PVC, CL 200 �..� Z cf) © � S1 TYP. 36 I , (tom�� \\\ 6:•:FL S1 PRESSURE IRRIGATION SERVICE, 1° �■■ L.I_I S2 PRESSURE IRRIGATION SERVICE, 2° ® (� 5 I5 ! SL4 PRESSURE IRRIGATION SLEEVE 8 AWWA CL-900 I I ////\ \• / ! 8 LL 24 ! �� - /// \ _\\ / SL5 PRESSURE IRRIGATION SLEEVE, 12 AWWA, CL-900 Q ° Sl T�'P. --- / R s -- - ---- P.C.C. THRUST BLOCK (AS REQUIRED EVEN IF NOT SHOWN) a, %........................ 1 =40 SCALE I LLJ N3 EXISTING T N4 °�� / HORiz ° J, VALVE, 4° GATE z ® LO I I �� p ® DWG.DATE 03 03 21 rIs co 37 I • �.�\� \\\\ // V6 VALVE, 6 GATE a rI I N PRoJ. No. 201 104 SEE SHEET PIR-1 SEE SKEET PIR-1 SHEET � � �F � � ® L�j III -2 ® Z /SHEETS/201 104-P1R.DWG Q c E a > 00 U_ rn a � mO _ � a (D f,Al E. � VJ > .r O > > 0 O` 1D ® ®c-es U � a o U � N U U 4 :a y) L v+N V pdj C V C U) _Q _ en =� C c� ® _._s. PRESSURIZE IRRIGATION NOTES � � �> o �5 �Ys6T C 3 C•O 1. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a W o a 0 a > minimum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The -C - ';�-S Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. -" o= ®6L W Z � - , s 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, a = s N- W N C and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and LL I- V o F I non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be m ® constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA Ltd " o y �° ©o �c� o 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ® � y 63 0 _ � 3. The horizontal separation of non-potable services and potable water services or potable water mains shall be 8 v ® U V C O > U 1 " n n 12 a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to ®4- 3 SDR 21 PVC RISER EXTEND 18 ABOVE GROUND a_ ® 11 cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance t•E •o „� � O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 -W C' " O n n n g w Ar of the Wastewater Rules (IDAPA 58.01.16). "°o a--T 4 or 6 x 1 SADDLE MINIMUM � _ 2GO 1' LOT 5" 4. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the g O 4" or 6" MAIN LINE MINIMUM ' T a words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape between ac 1 t �'� I ®� Z 5 3/4" or 1" BRASS PIPE six (6) inches below the surface and eighteen (18) inches above the top of the pipe. o O R O _ .� o- 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or o y O 3/4" or 1- 200 PSI POLY 18" ABOVE GROUND 10 5' BACK LOT NON-POTABLE WATER. i0i3 SIDE LOT PVC RISER o � coom 7 1" BRASS CURB STOP (TYP•) ®~ � ® " 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or c N L PRESSURE IRRIGATION PIPELINE - ®o O ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE NON-POTABLE WATER. The valves and boxes are #o be located a minimum of ten (1 Q) feet outside of the Public m� `�� �.� F'I CA P PLOCATION Right-of-Way, private roadways and travelways. °�`= ® v Q O 3" FEMALE ADD. U\ _ y 5. - �v � � �� z NOT TO SCALE 7. Install a reduced pressure backflow preventer in any connection between the potable water system and the t0 LOCATER WIRE pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) �1®�iAL 3 5 7 6 and the City of Meridian Water Department. ��5 IST.Eh,�G'lf,� 11 3" PVC PLUG , 8. Engineering Solutions shall inspect all pressurized irrigation unless a properly executed agreement for inspection 12 MARKER, STEEL 1" POST 4 and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is required. 8 2 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides MODIFIED" TYPE A RISER of a lot. moQ � � SHORT SIDE SERVICE 10. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable z Cr �n Z 3 � � $ 0 NOT TO SCALE loss in accordance with the Supplemental Specifications and Drawings to ISPWC. =o Z - W J F wm U? O :E N W 11. All construction materials and installation shall comply with the Settlers Irrigation District Standard =m Specifications for Pressurized Irrigation System - latest edition, except as modified hereon. < z 3 a �¢ w DOMESTIC WATER METER BOX COVER J 12. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent � o OBLITERATE WORDS "WATER METER FORD NO. o a w weld. Pipe four inches and larger shall have mechanical joints. o U o X43 CAST IRON WITH 12 1/2 LOCKING LIDS o a a o // �� �� / 20" PVC 13. Minimum depth cover over all pipe shall be 30". Z W Y N Q W C. oZmm� C. 13 /� � 1 Y12" CURB STOP 14. Minimum compaction shall be: w3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND \�� �� a. 95% in Ri hts-of-way. \ \ � BA VALVE SUCH AS g O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) t2 1 1/2" BRASS PIPE ��, FORD B11�-666SW b. 85% everywhere else. � ® � 10 �� / // 1 1/2- PVC PIPE 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required o O4" or 6" x I' SADDLE MINIMUM �� ��� at all change of direction of pipes over 11 1/4' where shown on this plan. c� 4 or 6 MAIN LINE MINIMUM 16. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. O00 °O°,\/ They shall extend past property line into lot as shown on detail. �� LLJ `J O 3/4" or 1" POLY PIPE 200 PSI \� '® ft Oo o° poi ®a°o0 o??SS0, pLE Q � x ® °O O°moo°O° °"®\� F- 2 O 3/4" or 1 n 200 PSI POLY 18" ABOVE GROUND 11 / /�% ° 0/ 0- °® cc 0 00°O00/\� 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. ®® CD ;%/�\ 18. Contractor to verify location of all landscape lot services with owner prior to installation. Of O 3/4" or 1" BRASS COMP. COUPLINGS /�// /��/��/` < Q co MIN. 12" DRAIN ROCK MIN. 1 CU YD. 19. Where pipe must be deflected to keepalignment shown on this plan, the contractor shall not exceed pipe 0 0 O 1" BRASS CURB STOP 1 AT BOTTOM OF VALVE DRAIN ROCS manufacturers recommendations. g P P PCO FOR SUPPORT DRAIN VALVE M" O ROCK CHIPS CD C NOT TO SCALE 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. o 0 m 10 3" FEMALE ADD. � a' 6 21. All valves at street crossings shall be on both sides of streets. i1 LOCATER WIRE 3 7 5 7 8 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. l) 12 3" PVC PLUG 4 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. t3 MARKER, STEEL 1" POST 24. Contractor shall be responsible for re airin and replacing disturbed fence and landscaping in order to install 9 2 p p g P 9 P g •new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. 06 C!) "MODIFIED" TYPE A RISER 25. Retain and protect all existing utilities and irrigation facilities. � M � LONG SIDE SERVICE NOT TO SCALE 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in 3 the pipe (even if not shown). 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure Z Z irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each 0 p-r location, unless the pressure irrigation line can go over the gravity irrigation and still have a minimum cover of 7-) !■■� 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of U) 0 l� minimum cover. L - C� Ld ® U" LL! 29. Contractor shall install a service to every lot including common lots, even if not shown. 30. The pressure irrigation system must be built to the standards of the irrigation district in which it is C I U) being constructed. 0 ® LLI 31. Install a reduced pressure backflow preventer in any connection between the potable water system and LL the pressure irrigation system. The device must be approved by the Idaho Department of Environmental p Quaility (DEQ) and the City of Meridian Water Department. J j SCALE AS SHOWN DWG.DATE 03/03/21 rls 00 PRO,1. NO. 201104 SHEET 12 OF 14 Lij ® !� PIR-3 LL Z0 L_/SHEETS/201104-P1R.DWG oc ® O C�.=C�N ` 6R p CO L 3i' O N W fV3 O'U VD C I Q OF- V C. W §` a a c`Z d _U u, C c ® O Q 0 Q �_ 0 A O < C{ CD o y O a y ®/) CST V=i O ®� c ai CL U Q ® o•— {d<C cV us .2'_v_ c Q w A j O O O7 W Q T®CY cn 50' ROW 3.5' 5' SIDEWALK 16.5' 16.5' 5' SIDEWALK 3.5' I � ' LANDING 2' 14.5' 14.5' 2' 1` L{WDING A I A 5%1 C B2.0% p2.0% B C 11 5 0 14' ACCESS ROAD a 5' ASPHALT 9' PAVERS Al 2" ASPHALTIC PAVEMENT I D \��������a��a�`�a����� �/ a ��;a����;� ��������i %����'; ��a� //�, ,a��������� �����;a��a �����a���{ D I Al E1 B1 4 OF 3/4 MINUS CRUSHED GRAVEL �� ® D E F F E D o 1.57. C1 TOMPACTED STABLE 95% U OF MAXIMUM PROCTOR O UPPER A R DENSITY ! S 2.5° ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK - ACI{D ® 142 OF 6° MINUS PIT RUN GRAVEL �� SUPPLEMENT TO ISPWC SD-709 �`�//� �O O i, D1 12" OF 6° MINUS PIT RUN GRAVEL �®S � ��„ © 3" ROLLED CURB AND GUTTER - ACHD 0 COMPACTED STABLE SUBGRADE ��` -��`i,�y/ ,�`/, , ,�`i / ® ��, i�/% E1 GRASS PAVERS (HS-25 LOAD), PER NDS SUPPLEMENT TO ISPWC SD-702 GD 4. OF 3/4 MINUS CRUSHED GRAVEL Bl Cl /\ `\/\/\/iDl�///i,//\//`/Bl /\\�\\\ 0 TUFFFRACK TT24 OR APPROVED EQUIVALENT. TYPICAL STD. ROLLED CURB, GUTTER AND 5' ATTACHED SIDEWALK 50' RIGHT—OF—WAY 4F VflIIDE ACCESS T I`FIC RATED �' M. ST�®� PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-702 AND SD-709 P� NOTE: LOCAL RESIDENTIAL STREETS SMALL BE A SP-3 0.5 INCH a� MIX, PG 58-28. N.T.S � } W vi �W g w � ,.. O J U Z N w O ® z Z Z m Z V7 ¢ ww �t=J pzm � IIS m W OZ 0� VERTICAL CURB a o _,,VERTICAL GUTTER o `t ® . c. 2' CLEAR 5' PAVED PATHWAY 2' CLEAR 1 N SEE PLAN VIEW � � � C5 Al 2" ASP TIC PAVEMENT CO 61 4" OF 3/4" MINUS CRUSHED GRAVEL V)�lI `%�i�i / , /�/� C1 COMPACTED STABLE SUBGRADE z R� / / /ice/i✓i,� � � / / �i��i�`i:�/�� �� CI o < < 00 oom B1 'Cl 00 i ASPHALT PATHWAY ® � a Al N.T.S TRANSITION SECTION VERTICAL CURB ARID GUTTER [•� c3 TO ROLLED CURB AND GUTTER N.T.S c/) Z T � dLU Lu Lu F— cr � Z Lj ® U '00 LL zW SCALE NO SCALE 0 DWG.DATE 03/03/21 ris PRoj. No. 201104 �- SWEET 13 OF 14 0 0 DT- 1 LL Z 0 /S I-I E ETS/201104—DT 1.DWG U fgj�_S :3 'T 0 0 E -E E'c: 0 . 5 0 - W LL U p '40) :3 t-- MONITORING WELL INSTALL LID TO GRADE z C::5 0 (D E iv�-jS t; on R (SEE PLAN MEW FOR LOCATION) C 0- C1 k45 0. a SEE PLANS FOR PC & PT INFO SEE PLANS FOR PC PT INFO (1) 0 .9 - 0 A-o*- -FINISHED GRADE 0 5' CURB TERMINUS 5' CURB TERMINUS 00 SLOPE AT MIN 18" DELINEATOR o az FOR POSITIVE FLOW (TYP) 18" DELIN R rCONCRETE GUTTER L=-S -11 1=1 11-11 E MAXIMUM ELEVATION CONCRETE GUT TRANSITION, GRADE 9 L5 *v) * 0 TRANSITION, GRADE TO FLOW 00 OF ROCK U 2 E TO FLOW CL.- . 1, (Typ� 8421 E < 18" PERF. (TOP HALF) ADS N-1 2 C= 0 PIPE, SEE DETAIL, THIS SHEET Uj CL 2>-5 M> 10, (TYP= a 1001 C"I 00 0 oc NON-WOVEN GEOTEXTILE FABRIC 0* 04 - 0C 18' THREE (3) SIDES PER ACHD 0 REQUIREMENTS (SECTION 8200 PG. + 28) N.T.S. D ELEVATION TOP OF SAND = "G" NOTE: 18nO PVC PERFORATED DRAIN PIPE. PERFORATIONS MINIMUM ELEVATION OF SAND = "H" SHALL BE IN ACCORDANCE WITH AASHT0 M304-03 MONITORING WELLS TO AND ORIENTED UPWARD FROM TOP HALF 2' WIDTH VARIES WIDTH VARIES BE 1' PAST SAND. FINE AGGREGATE WILL MEET THE (ACCEPTABLE PIPE REPLACEMENT. 18-0 ADS N-1 2 GRADATION REQUIREMENTS OF ISPWC HDPE PERFORATED PER AASHTC M-294). "C" "D" SECTION 801 FOR "FILTER SAND STANDARD 6" VERTICAL CURB GUTTER SEE TABLE 1 OF THE ISPWC 189 PIPE PERFORATION DETAIL (TOP HALF) �PLANTER STRIP OR HGW NOTE: SECTION VIEW N.T.S. 3" MIN CONCRETE SIDEWALK SEE TABLE FOR HIGH ASPHALT REVEAL GROUND WATER INFORMATION. 6" VERTICAL CURB (NO GUTTER) NATIVE GROUND PER ISPWC SD-701A OR SEEPAGE BED PIPE SAWCUT & REMOVE GUTTER PAN OF NOTE: EXISTING CURB MONITORING WELL, SEE PLAN VEJW ALL PIPE ELEVATIONS SHOWN 24" BSM INSTALL PER LATEST EDITION OF ARE AT ENTRANCE OF 14AL ACHD SUPPLEMENTAL SD-627 SEEPAGE BEDS, SEE PLAN A T VIEW FOR SLOPES AND SECTION A-A OTHER PIPE ELEVATIONS. 50 MIN. FROM OUTSIDE BED N.T.S. ' co 6 LO BEGIN PIPE NOTES: (PERFORATED) 1. SEE NOTES ON SHEET 2 OF 2 1�2 F_ C"' V) SEEPAGE BED NOTES: x M 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF 2017 STANDARD DRAWING BIORETENTION CURB WALK WHEN POSSIBLE, VERIFY WITH ACHD OR 23 P ACHD STORMWATER DESIGN ENGINEER IF NEEDED. CD vi CD GUIDELINES EXTENSION BMP 32 E9 SEIEET 1 OF 2 M 2. CONTRACTOR SHALL NOTIFY THE ENGINEER C.D C'_ SEE PLANS FOR PC PT INFO IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN CD < S2 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY M 5' CURB TERMINUS CK C� INFILTRATION FACILITY, AND/OR IF IT IS HIGHER THAN SIZE OPENING PER DESIGN uANTICIPATED. 18" DELINEATOR 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE CL 0 CONCRETE GUTTER PERCOLATION TEST PERFORMED BY SOILS ENGINEER C) TRANSITION, GRADE TO FLOW 0:: AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE C> LLJ I END 3" OR 6" ANGULAR RIP P OR _U .. PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS L co " Rk: _. 44" THICK CONC F AD, INLET SIDE ONLY REPORT AND ENGINEER, CONTRACTOR MAY NEED TO Z) (0 Nt V) VERTICAL CURB -41 - - - P0 00 4 '4 2 BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE C> 1, (TYP) L; CID Of TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. W W 0 L! . C) BEGIN 6" STD. 10 (TYP) END PIPE 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE 0 <000 CURB & GUTTER BED INSTALLATION. Fr 0 FOR BULBOUT (PERFORATED) aftwa < 2� U) :5 6- VERTICAL CURB (NO GUTTER) 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE 0 0, PER ISPWC SD-701A OR Q 0-f� PLAN AFTER THE FACILITY IS FULLY EXCAVATED. LLJ CO SAWCUT & REMOVE GUTTER PAN OF C> N.T.S. EXISTING CURB MONITORING WELL, SEE C14 PLAN VEIW. INSTALL PER LATEST EDITION OF ACHD "C" 'D' 0 SUPPLEMENTAL SD-627 a_ OPTIONAL SAWCUT LINE TO RETAIN EXISTING CURB BY "B" REMOVING GUTTER PAN 18" DELINEATOR 2" DROP FROM PLAN VIE INLET ELEVATION TO FOREBAY I- 4• ® Cni SEEPAGE BED #5-1 0 LLJ 5' CURB TERMINUS N.T.S. M Lij I. 1 5' SEE BELOW: ASSUMED PERCOLATION RATE 00 x LLJ INLET/OUTLET z U-1 of Fri Cn Groundwater Assumed 0 BEDS -9 -B- -C- -D- -E- T- -G- -H- T < PERSPECTIVE VIEW I Elev. Below Percolation Rate 0* 0- 3-1 87' 14' 7.0 7.0' 7.0' 2577.0 2570.0 2568.5 2573.35 2566.6± 8-/HR 0 U.J N.T.S. D Lij Z 3-2 21' 10' 5.0' 5.0' 6.5' 2576.5 2570.0 2568.5 2573.65 2566.6± 8-/HR n Cf) 0 NOTES: z Z �= < Uj 1. SEE SPECIFICATIONS FOR BIORETENTION SOIL MEDIA (BSM) 3-3 115' 15' 7.5' 7.5' 5.3' 2576.5 2571.2 2569.7 2573.2 1 2568.1 8-/HR U) L 2. DROUGHT TOLERANT PLANT SPECIES OR WASHED TURF GRASS OVER BSM z f-r V) C� 0 LU 3. DEPTH OF INFILTRATION SUMP AS SHOWN ON DESIGN PLANS SHOULD BE SIZED TO ADDRESS STORMWATER M () ry- MANAGEMENT REQUIREMENTS 0 4. INFILTRATION RATE OF NATIVE SOILS AT SUBGRADE SHALL BE MIN 0.5 IN/HR 0 0 0 5. BIORETENTION CELLS ALLOW PLACEMENT OF AN AGGREGATE SUBBASE FOR ADDITIONAL VOLUMETRIC STORAGE IF NEEDED. 6. SCARIFY SUBGRADE 3" MINIMUM BEFORE INSTALLATION W SCALE NO SCALE z 0 0 PNG.DATE 03/03/21 rls 2017 BIORETENTION CURB STANDARD DRAWING PROJ. NO. 201104 ACHD STORMWATER DESIGN GUIDELINES EX-FENSION B ICI P 32 SHEET 2 OF 2 SOILS AND GROUNDWATER INFORMATION PROVIDED BY SHEET 14 OF 14 NATURAL RESOURCE SOLUTIONS, LLC DATED APRIL 4, < 2018 AND FINAL GROUNDWATER MONITOR REPORT DATED L]j NOVEMBER 2, 2018. GROUND WATER MONITORING APRIL LL 0 0 DT-2 3, 2018 THROUGH OCTOBER 18, 2018. Z 0 /SHEETS/201104-22.DV�'c