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CC - Offsite Sheets updated PAVING CONSTRUCTION NOTES 10 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG v SD-701. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 18 CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. SEE SHEETS 27-28 FOR DETAILS. CONSTRUCT SEEPAGE BED PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN GUIDELINES \ \ SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" TO 2" ROCK WITH MIN. 50% FRACTURED FACE. I / \ ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS 27-28 FOR ADDITIONAL INFORMATION. CONSTRUCT OBSERVATION WELLS PER THE LATEST STOP Z_ \ \\ VERSION OF E ACHD SUPPLEMENTAL SPECIFICATIONSSTD DWGSD 627 INTERNAL WELL SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A o MINIMUM 50' FROM THE PERIMETER OF THE BED ON _ THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL \ \ ESTOP - IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. Fp -EP -� N McDERMOTT ROAD � _ EP EP EP AH=d- 21 INSTALL 1000G SAND & GREASE TRAP WITH 20" EP 3 - - - - - - - �P= BAFFLE SPACING PER PER THE LATEST VERSION OF \ W 2527.74 2527.73 2527.53 �' THE ACHD STORMWATER DESIGN GUIDELINES SECTION - - - = EX EX - - - EX - - - - - - - 2528' 2528.43 EX W 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE Cn 2527.63 2527.69 22 37 16 2527.39 - - _ _ SHEETS 27-28 FOR DETAILS. W P/ME P/ME P/ME 24 37 16 2528.30 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE -- - -- - --- - --- -_ - W P/ME Cn PER PLAN. SEE SHEETS 27-28 FOR DETAILS. � TOP W 2527.30 2527.42 10 2526.86 18 N - - - - - - -- - I- - - - - - - - - 24 INSTALL STORM DRAIN MANHOLE PER ACHD _ __ - - - - -- -FG-- - - - - - - - - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. \ \ D \I �' - ti � -Z FG 19 -- - - - - - 2527 - - - 2 W - - ° r\� i J 2527.94 - - - - - -- 10 -- N i` 'i FG 2528.06 - 22 FG-7.73 Z 2527.50 -- SEE SHEETS 27-28 FOR DETAILS. FG - - cn -� 2528.37� -� - - O6 ADJUST MANHOLE RIM TO GRADE. 1 I - - U 20 - SEEPAGE BED 7 FG 2526 - - - = FG - - - - - - - � - - - - v U - - - - Q CONSTRUCT 10' DETACHED SIDEWALK PER ACHD 2528.21 0 2528 o SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. Z I - -FG - FG 2529 34 N w-2529 _FG - 37 CONSTRUCT ASPHALT PAVEMENT PER MCDERMOTT 2528.09 2530 39 2530 41 I I 34 2529 39PIM 34 2528 52 ROAD DETAIL ON SHEET 25. 40 41 2531 253 I I 2530 FG 39 CONSTUCT EARTHEN BERM. SEE GRADING AND 40 2531 I I LANDSCAPE PLANS FOR DETAILS. rrl I I' I 41 40 40 CONSTRUCT 4' RETAINING WALL. SEE GRADING PLANS I' FOR DETAILS. DESIGN BY OTHERS. II II 52 I I I I 41 CONSTRUCT 6' NOISE ABATEMENT FENCE. FENCE li 0�0 I: - - - I O SHALL BE SIMTEK ASHLAND STYLE PRODUCED BY II III I I BLOCK 1 I I I I I I r - - - - CERTAINTEED OR APPROVED EQUIVALENT. II I : i I tier I I I I I I BLOCK 1 I I I II s III I I h� LO N N I I BLOCK 1 y� tno 37 ,� A 38 I I I II N I I 39 I 40 41 42 43 I 44 I 45 I 46 47 48 I 49I NOTE: Plans Are Accepted For Public 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. Street Construction 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA By stamping and signing the improvement plans, the Registered STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Engineer ensures the District that the plans conform to all District LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A policies and standards. Variances or waivers must be specifical- RAMP. ly and previously approved by the District in writing. Acceptance 3. REFER TO SHEET 04 OF THESE PLANS FOR of the improvement plans by the District does not relieve the HORIZONTAL CONTROL LINE AND CURVE DATA. w c; Registered Engineer of these responsibilities. Z 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB o w BY DATE: ADA COUNTY HIGHWAY DISTRICT UNLESS OTHERWISE NOTED. d U Wo OfN dQ Q 0 �Z z 20 0 23 W III 19 16'OJ Y U w0 Z_ T U r N 19 a z m oa-Qa o I J 22 15 -Coao a U O�x XaF- - - - - - - - - - 10 11 a U W Z 09 0 a- - - - - - - - - j - _ - - - - - 17 18 } 14 N McDERMOTT READ- - - - � 1 22 Y o o Z Ems- -EP - - -2528- - - - - -I- - -- -- - 12 13 `_ Q)O�ui XJ� F-- EP EP EP - -- -- -- a zQ - _ �oo W 2528.51 2528.49 EP �21= = - -21- m ° 1 o Q - - W - - - EX EX 2529.14 - _ M N oo o = - - - _ -- -- -2529_ - EX - - -2529- ,� 2528.46 N o o x,nz Cn 16 2528.28 2528.30 - - - - - - - - EX - - a 37 26 �- KEY MAP -z Cut) P/ME P/ME 37 16 2528.78 W N.T.S. z o =w= - - - - - - - - - __ - 37 16 2528.14 W p o m» - - _ _ 2528- - - - P P/ME GRAPHIC SCALE IN FEET N� 10 _ 0 10 20 40 = LO - - - 1 mw� � - -- -- -2527- - - - - - - a a~ Y W P� 18 10 - - - - 10 -, 2528 J 2528.51 W oo�m Z _ - - - - _ _n� o 2 O o z z J 2528.00 - _22 - - - 20 C z \ FG 10 527.80 W � z oo X Z)F- _ - FG 2528.64 - _ - - - - - - FG Cn U _ - �_ 2P6 529.15-�- - - - _ - - - - W _ M --- - - OAKWIND ESTATES - PH1 =z Q #g- - FG- 2528.44 Z m-o 2 m Q Q 0% 21 252g FG J �C)=o _ 2528.79 19 � � 2528.59 0 1 OFFSITE PAVING PLAN & PROFILE -2529 =o w N -<st}aa�l -p FFG cn w 34 39 ° 2529.FG PIRR 34 2529 FG Q W _- x 2530 2530 o=�= 41 I iIi I I 2530 I - 39 34 20 411 ° MERIDIAN, ID 1 Q 40 2531 2531 2531 I I 12530 o o j W w 41 40 2531 cap o Inix I I I I I 2532 25, o 40 41 2532 Kiom ey >>> Horn /o�,� I I °Xoo � N I�I III I I z Cn a J=Q _ r w / HASE 2 I I I I I I I I © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m r m I �z "`�; 20 / 950 Bannock Street, Suite 1100 m o W W I / / \ Boise, Idaho 83702 208 297-2885 ��-, w BLOCK 8 DESIGNED DRAWN CHECKED c 1 z BLOCK 1 0 " W -0 N U U o o m ^ Ot� I I \\ : -- -- -- - - a o X= I I w 1 g I \ I I I I I Q� . . MPO BKG BDM N O z I v I / V SCALE (H): 1"=20' o O=3 Q U o�W Z I w I / / FOR REVIEW ONLY w\ N I � SCALE (V): 1"=2' 00: a 47 I I C 1 I 31 30 / = Knowwhafsbelow NOT FOR DATE: SHEET NO. W m w W 48 v' y 49 50 29 v 28 27 , / Call before you dig. /+ o I 26 25 24 CALL 2 BUSINESS DAYS CONSTRUCTION 2 11 2022 Ozao I INAD DIG, Kimle »>Horn PROJECT3893000 22 D O z UI x? I --- -- _ YOU DIG,GRADE,OR `/ U EX AVATE FOR MARKING OF HE r W m L,oz UNDERGROUND DWG. NAME a /w cn a MEMBER UTILITIES w �X=o 000-PV-OFF-PH1-2.dw of 48 shts PAVING CONSTRUCTION NOTES 10 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 18 CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. SEE APN. SHEETS 27-28 FOR DETAILS. I 19 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION SO429440000 I OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" TO 2" ROCK WITH MIN. 50% FRACTURED FACE. ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS 27-28 FOR ADDITIONAL INFORMATION. 20 CONSTRUCT OBSERVATION WELLS PER THE LATEST I VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 50' FROM THE PERIMETER OF THE BED ON f - - ---- _ THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL �l ��GDFP,P✓10-TTROA� - - - - \\II -_ - __ IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. EP CN - \- - -2528- » INSTALL 100OG SAND & AP TH cV -EP EP - EP EP -EP _ 21 BAFFLE SPACING PER PER RTHE ELATEST VIERSION OF ~ 2528.46 W 2528.46 W EX- - - - EX - - 2528.55 2528.51 THE ACHD STORMWATER DESIGN GUIDELINES SECTION 252EX - - EX - EX 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE = P/ME 37 16 2528.05 - �- - - _ U) 24 P/ME 37 16 22 2528.34 2528.13 24 SHEETS 27-28 FOR DETAILS. W P/ME P/ME 37 16 2528.47 ; 37 16 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE W 22 - -- -- - - P/ME 2528.7o PER PLAN. SEE SHEETS 27-28 FOR DETAILS. W2527 8G 1 18 2527.54 2528 10 N 2528 22 N P , INSTALL STORM DRAIN MANHOLE PER ACHD -- - - - - FG 1 20 � _ - - - - _ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. z L�LZS 22 9 2527.61 18 10 2528.10 2528.40 TaE_ SEE SHEETS 27-28 FOR DETAILS. --� FG 21 2528.19 2528.63 FG 2528.33� _ FG ro\ = 2528.44 FG L FG �~ 2528.25 cn --- -�L - -- ----- -- FG �� � _ � �jO�� � - - _ 34 CONSTRUCT 10 DETACHED SIDEWALK PER ACHD O SEEPAGE--$E� - I FG FG °o 2528.74 I 2529.01 - 1E= SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. �TOP- 37 CONSTRUCT ASPHALT PAVEMENT PER MCDERMOTT 2528.59 2528.35 J FG I I FG To Q FG _ 20 O ROAD DETAIL ON SHEET 25. -PIRR 2528.33 0 F�28.40 2528.FG FG N roe t -1 39 34 2529 I- cn 2528.78 I P8 39 CONSTUCT EARTHEN BERM. SEE GRADING AND 2528.50 529 2528.89 I LANDSCAPE PLANS FOR DETAILS. 253t 2530 - FG P1 N waft FGL�. 39 2529 34 - 529 2530 - FG 39 34 2529.16 I 2532 I I 2532 40 41 2531 - - - 2531 2530252g FG 252 I \ I FG °\ 40 CONSTRUCT 4' RETAINING WALL. SEE GRADING PLANS \ I i FOR DETAILS. DESIGN BY OTHERS. I I 40 41 2531 40 41 2532 I / IIII I CONSTRUCT 6' NOISE ABATEMENT FENCE. FENCE fill - - - SHALL BE SIMTEK ASHLAND STYLE PRODUCED BY 1I 7 � � I � CERTAINTEED OR APPROVED EQUIVALENT. UIVALENT.PHASE2 00 I I N I BLOCK 8 L0 x O I I I to to I I I m �v - 16 I II m 25 �� � 2"4 23 22 21 20 19 m Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered w Engineer ensures the District that the plans conform to all District V) policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. QQ w o BY DATE: a_Q ADA COUNTY HIGHWAY DISTRICT V) �z �Q Z 20- NOTE: 23 J 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET oY CENTERLINE. 19 16' zo 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA (3 C)>' STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w om LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A III 19 w� RAMP. 0 0 0 3. REFER TO SHEET 04 OF THESE PLANS FOR 2I2 15 0a= HORIZONTAL CONTROL LINE AND CURVE DATA. Z XL), 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB I 10 11 z N-N= UNLESS OTHERWISE NOTED. II 09 17 18 - I _Lj 212 14 Y -000 12 13 0 Q)O u r7} J X ZH Q p O U L - - 3>00 21= _ _ =21- m -o I w� Z oQ coo-,Z o z Q KEY MAP a_ xv)z N.T.S. z o =w= o a_�w GRAPHIC SCALE IN FEET > LO m 0 10 20 40 = 1 a- I �Y a oo0E-m d z O O O o ro x !=zQ OAKWIND ESTATES - PH1 V) Q Z W No¢o OFFSITE PAVING PLAN & PROFILE ° N O w F rX=N W (n d ���= MERIDIAN, ID /!w Z o o z3Ki0m1ey >>> Horn z 0 o � U O /O N� 0 p w c Xoo J=z © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m m �z 950 Bannock Street, Suite 1100 0 I a- 0� Boise, Idaho 83702 208 297-2885 v0-, 3 0 0o DESIGNED DRAWN CHECKED W Oro= . . FAI Z a �0 MPO BKG BDM N p z o SCALE (H): 1"=20' o o='w ��� FOR REVIEW ONLY SCALE (V): 1"=2' w °,�wZr7 W U d =a Knowwhars below. NOT FOR DATE: SHEET NO. J CONSTRUCTION 2 11 2022 Uj n m o W Call before you dig. oo�w/O w CALL 2 BUSINESS DAYS w O Z(a) INADVANCE BEFORE PROJECT NO. o n w� YOU DIG,GRADE,OR 23 D C'I x m a- EXCAVATE FOR THE Kim eyoHorn 093893000 MARKING OF M L�o z� UNDERGROUND DWG. NAME w cn a MEMBER UTILITIES s 000-PV-OFF-P�X�O H1-2.dw of 48 shtsaCL