Loading...
CC - Roadway Plans C� Q M 1 KEYNOTES __ 9 0 INDEX MAP MATCH EXIST. CURB, GUTTER, & SIDEWALK FIELD VERIFY a o 1 =250 O PRIOR TO CONSTRUCTION C� N � T 02 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. __ C'3 wco STA:9+00.00 Z ~ MATCH SHEET 4.2 � 3 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED Z 9 APGAR CURB. SEE DETAIL SHEET 4.7. 4) z 9 00 - ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. VERIFY ■ENEM a m 8+73.53 i 8+68.06 CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. �A 2538.37 TRC 3 2538.35 TRC = W NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES W Z SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR IIISIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM CAM W THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS LIJ w 3 SHALL NOT EXCEED 5.00X Z F1 11 1 1 ■ENEM U NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE M Z W co 71 U MCMI WARNING PER ISPWC SD-712. W o tI TM 8 � o n O CB #16 - INV Ell2534.23 W/ 1 SUMP PER ACHD SD-604A, ? Ijj J 4 �1 TYPE IV. CONST. 30 LF 12" C-900 00.33% TO CB #1A. c� 8+17.53 I (QP,00=0.63 cfs, QPn---0.45 cfs) V w 2538.15 TRC 3 _ 8+12.06 © CB #1A W/ 1' SUMP PER ACHD SD-604A, TYPE IV. 2538.13 TRC ' INV IN AND OUT (12"):2534.13 i - CONST. 5 LF 12" C-900 02.00% TO SDMH #1. (QP,ou--2.47 cfs, QPn---1.78 cfs) ��S�pNAL FNc/ �G\S DRAINAGE POND #1 & SDMH #1 - SEE DETAIL SHEET 4.8. 3 Q� 03/11/20022� 8 00� ® CB #2 - INV Ell2535.92, 8.5 LF 12" C-900 ® 1.17% TO 8 8 17 7+61.53 2537.93 TRC cv SDMH #2. SHALLOW INLET W/1' SUMP PER ACHD SD 601A. N O T 7+46.89 LP/CB 3 (QP,o=1.88 cfs, QP1.36 cfs) 9 F \ _ 6+64.25 2538.08 TVC OF G a I a 4+47.23 a 2538.26 TRC 7+42.70 I 2537.916 TRC O DRAINAGE POND #2 & SDMH #2 - SEE DETAIL SHEET 4.8. F��N S. CRP\ ------------� I 2538.16 TRC 6+60.06 GC 2537.90 TRC 7+46.89 GC CB 3 - INV ELEV: 2535.92, 11 LF 12" C-900 ® 0.91% TO APGAR 2538.30 TRC - pl pl PI PI PI PI PI PI pl P1 PI 3 2+00.00 - - -:: SEE SHEET 4.3 p' P1 P, - PI- - 2537.87 TRC ® SDMH #3. SHALLOW T W/1' SUMP PER ACHD SD 601A. CHECKED 2+00.0 TRC 100- ' �s- ' �- ( -1 29 cfs, Q -0 93 cfs) N � 4+81.23 -. -. s s DRAWN BY: 2+28.55 3+49.1 r ----_-- 2538.37 TRC cy BD/DES O 3 R 0 01 DETAIL DRAINAGE POND 8 3 FOREBAY, PRIMARY & SDMH #3 - SEE 2538.41 TRC 2537.92 TR� M Q7 20• o o p 53 8.51 TRC D-627. 2 . -...-... 1 7+37.12 © CONSTRUCT MONITORING WELL #2 PER ACHD S SEE 00 2+58.20 GC 3 3 ��o' 53 2537.79 TRC � o o DETAIL SHEET 4.7. N 2538.28 TRC 4+27.23 LP / S� / �� II CP 5+27.58 H L_...-... _-.. -._�. . i. 7+17.09 cn Y L...-..._...-... 2537.61 TRC - - _. _.__._. . -...- _ © CONSTRUCT MONITORING WELL 3 PER ACHD SD-627. SEE W - -- `-- 2537.61 TRC # -...-...-...-...-...-...-...-.. ti 2538 83 TR_� 2 c� 3 Z W 0 DETAIL SHEET 4.7. (n 3 zN U WSW _ / C a - � 7+11 75 LP/CB G CONSTRUCT MID BLOCK PEDESTRIAN RAMP PER ACHD o w w w w w w w w w w - % -° a 2537.77 TVC ® SD-712G. a o0 C° �37.99 F�L w w w w w w w w w�70 w _ oN . Ip o g a E AVE. 6 ° N . WILLOWSIDE AVE \ 2 1 s - , - ��- - - - - - -ter- - - - �- - - - - - Z co 5-0- S 5 to S- 538 � '+0 _+ �� �I - -� g - - - 0 = u� 5 S38 _-.. _ h� _j f _ ti h N Q N 0'44� O• 1 W i - N N d _... 59 O.g 0 �� \\ \ W Q N 2+58.20 GC 2+28.55 2538.28 TRC \-3+47.82 4+27.23 LP Q \\ \. : N O N 2+48.37 2+97.82 2537.61 TRC s 4 a W o M 2538.41 TRC 2537.93 TRC \. \, I 4+47.82 4+97.82 5+47.82 5+97.82 0 0_ �\ \. tY z I f1 I 2+00.00 2538.33 TRC 2538.13 TRC 2537.86 TRC 2538.47 TRC 2538.75 TRC 2538.55 TRC o 7+03.48 \\ \ i 2538.53 TRC 82 5+27.58 HP 6+47.82 2537.69 TRC 2537.73 TRC 6+69.83 GC 2538.24 TRC 2538.83 TRC 2538.35 TRC 6+89.74 \\ \ LLI rn I 2537.91 TRC a W 6+60.06 GC 2538.30 TRC • \\ \ a BLOCK 20 BLOCK 20 -�J I 4 JJ a 30 0 15 30 60 1 SCALE IN FEET Z-- - yld _- la Id�Id Id IFi 1 )) __ Id_ ' -- 1 - 30 0 A z _ I W 255 2550 \ 0 2547 2547 m 0 N Q J o � � o �- J (n W 2544-= Y p W 2544 NZ LU 00 rn + 2 00 1 a�0�aw_=- - - - ---a-M'R III f):f -� -- -- - - - - - - - -- - - - - -N M - - > a 1 - --�-�- . � � �� W Un 00 Z Z 00 < _ Lo__ 00< 0LOW a_ J L C 4 �U) +N o )= 00 = W C � eq M �N o_ NVC � ♦ z4 0- + n + W254 W� NZ a 2541 LU o >o n � M Q wj in awa • FINAL GF AIDE AT Of W (n � 5: N (n� �W W c ROAD � O O N J -0.42% W -0.40 21% 0-10m -0.50% =2538 o ---- ---- ---- ---- ---- - - - - Q 0 EXISTING GRADE AT ROAD Q J 2535-- 2535 0 12" C-900 I STORM DRAIN Plans Are Accepted For Public 253 --�-2532 Street Construction DATE: By stamping and signing the improvement plans, the Registered 02-25-2021 WILL WS I D E - R IVA C P R I PROFILE Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2013-024 HR: 0 ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does rot relieve the SHEET ER: 1 = ) 25 Registered Engineer of these responsibilities. 252 +80 2+10 2+40 2+70 3+00 3+30 340 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9++30 29 BYADA COUNTY HIGHWAY DISTRICT DATE: Q p U -TOB CLEANOUT LIDS TO BE FLUSH KEYNOTES __ O WS 0 L -50-YR HW WITH SIDEWALK. INDEX MAP a °' A O NOT USED. co 0 0 -I ' � �� o z 1"=250' N T � l _ Q w _ Z Z_ PROVIDE GRADE RINGS Uj � Q �, �o � SLOPE 0.5% MIN TO SAND „ NOT USED. ■_ LENS Z AS NEEDED 12 MAX AID y Z o _ o NOT USED. Z - XJ STRUCTURE TO -TOP o APGAR O Z �-BOTTOM g HAVE HS 25 TRAFFIC =_ RATED TOP. OF STRUCTURE ® CONSTRUCT 5 TRANSITION FROM VERTICAL TO ROLLED CURB. a ASTM C=33 FILTER SAND AREA HIGH GROUNDWATER AT TOP OF11 APPROX ELEV: 2532.18 BAFFLE M 5O CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. = C'3 N (3' MIN SEPARATION) ELEV 'D VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. W Z © CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD W co ~ PROVIDE TRASH RACK & RIP RAP AT 20" RIVA CM" SD-712G. LIJ w COWNST. SAND LENS POND INLET. w 0 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED CURB. SEE DETAIL SHEET 4.7. � `r EXCAVATE TO FREE (ASTM C-33 CONTRACTOR TO NOTIFY QUALIFIED J( BOTTOM NV cc Z W DRAINING MATERIALS SAND REQUIRED) GEOTECHNICAL ENGINEER AND/OR O OF BAFFLE F�� ,�N NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES LU o WHERE SAND LENS IS PROJECT ENGINEER TO WITNESS SWALE �� C• MCtMIu�N SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR J cn - SPECIFIED (LENS JUMP CREEK 6 TYPICAL EXCAVATION. �� SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM Qw� Lid SHOWN IN PLAN VIEW THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS SHEET 3.5). BACKFILL INFILTRATION SWALE SECTION SHALL NOT EXCEED 5.00%. V � w WITH REJECT SAND OR -NTS- TYPICAL 1000 GALLON SEE PLAN VIEWORIENTATION , -3/4" CRUSHED SAND&REASE TRAP NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE GRAVEL PRIVATE (PER ACHD BMP Qa SHEET 3.5 WARNING PER ISPWC SD-712. -NTS- Q1O INSTALL STREET. 'PRIVATE DRIVE' SIGN ON THE NORTH SIDE OF C3S�ONAL FNG �G\s rER� �yF POND DESIGN TABLE TABLE OF SAND AND GREASE TRAP DIMENSIONS O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER ACHD Q� 03/11/2022� SD-710B W/ 12' THROAT WIDTH. DESIGN V100 CAPACITY TOP OF 50-YR WATER FREEBOARD BOTTOM POND 50-YR WATER TOTAL WATER SAND AREA HIGHEST GW FG AT SG INV. IN. TOP OF INV. OUT STORMWATER PIPING TO POND 17882 NOTE:DESCRIPTION STORM (cu ft) (cu ft) BANK ELEV SURFACE ELEV PROVIDED ELEVATION DEPTH DEPTH (0) ELEVATION DESCRIPTION TRAPS ELEV 'C' BAFFLE ELEV 'D' ELEV 'E' FROM SGTRAP TO POND INV ® POND THICK. SIDEWALK DIRECTLY IN THROAT MUST BE 6" N POND 4 50-YR 3,227 3,337 2539.12 2538.62 0.50' 2537.12 1.50' 2.00' 1,203 sf ±2532.18 S&G TRAP #P2S 2539.84 2537.96 2537.86 2537.61 6 LF 12" SDR-35 0 6.50% 2537.22 1 ® CONSTRUCT 14' GRAVEL ACCESS PAD PER DETAIL THIS �F�F OF SHEET. - Q© SMOOTH TRANSITION FROM DRIVEWAY APPROACH TO EXISTING GRAVEL ROAD. CHECKED BY: INSTALL TYPE II SIDEWALK BARRICADE DAVID A. BAILEY P.E. I I DRAWN BY: BD/DES IN II ® INSTALL TYPE III TERMINUS BARRICADE PER ISPWC SD-1132 I I I I I II ® INFILTRATION BASIN POND 4 - SEE DETAIL/TABLE THIS 19 20 SHEET N 17 18 21 � I O O 7 22 I I c� O O O 23 24 25 I II ® SAND & GREASE TRAP #P2S - SEE DETAIL/TABLE THIS z ® SHEET I CB #P2S - 2538.06 INV W/ 1' SUMP PER ISPWC 5 i 14+19.84 ELMSTONE ® SD-603. CONST. 30 1C-900 ® 0.33% TO SG TRAP = 9 a 10+91.53 2541.90 TRC SEE SHEET 4.4 O #P2S. (QP50-0.71 CFS, QP25-0.60 CFS) 2539.25 TRC _ o = 9+29.53 9+83.53 10+37.53 o I J © 5' TRANSITION FROM VERTICAL TO ROLLED CURB a o a 11+11.53 11+65.53 12+19.53 12+73.53 13+27.53 2�p o 14+53.89 ® THICKENED EDGE SIDEWALK - SEE DETAIL SHEET 3.8 N 2538.60 TRC 2538.81 TRC 2539.03 TRC 2539.33 TRC 2539.54 TRC 2539.76 TRC 2540.23 TRC 2541.04 TRC 2542.08 TRC - w N 0 .84 HP I PARKING LOT SECTON SEE DETAIL SHEET 3.8 N N 2542.13 TRC 7 7 . 14+68.89 v O N -. N O ..... ........................... ... f0 1 J 9 - 2542.41 TRC I � .::::::::::::::::::::::::::::::::::::::::::::. h I N ..................... ....... .............................::::::::::::::. ul ...::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::......:::::::::::::::::::::::::::::::::::::::. :::::::::::::::::::::::::::::::::::::::::::........................ ......... ..... I 8 41.97 - W to I l.c.i :::::. ::. .... o a N � o f o w w 0o w W W W W W W W W W W W W W W W W W W W W W W W _ 2Fjp�2 i 42.64 42.27 TVC ------- W o o d w 41 90�J p o cj39 p�0 uu n TVC = O L 0 o r 111 �C V W \/ /� 41.40 TOA I � Z o -~ - IIII - - -� - - - �- - - - - _ RI VA/'1 ti,�PRI S 4.� „ u , o p 64 . W W W W W W... ® I FUTURE 5 5 5 - t�- - - - I - - - - - � w I ��u _ s uu in 10 5 �5 s s 5 `1' +f �g s sl I SUBDIVISION v~i 6 s s 5 s ®�� �s9 '11 �s I JUMP CREEK Q uu 9 ...... :. ::::: ................................ iii 7� 5 5 5 .......................... ................::::::::::::::::::::::::::::::::::::::::::.':::::::::::::::::::::::::::::::::::::: ............... .......................... _1 u�r::. ::::::::::::::::::::...::::::::::::::::::::::::::::. .. � uu f- �soy soy -� �, �, �, i�i 41.06 GRATE I .............................. N N N . .................. :. :.�..::::::::: r :::::::::. .... .. I t 42.57:::. ::::::.:::;:::::::::::42.22 [VC:::::;: . ------ ---- TVC TVC 41.70 r 1© 41.7 I ' • 1 14+68.89 HP i TV TVC 41.21 TOA V1..` \\-9+24.06 9+80.06 V10+36.06 =--- --_-_ 2542.47 TRC 0 11+12.06 V11+64.06 ?39.75 16.06 12+68.06 13+20.06 / �� O 2538.58 TRC 2538.80 TRC 2539.03 TRC V2539.33 TRC 2539.54 TRC TRC 2540.15 TRC 2540.93 TRC BLOCK 10+92.06 13+72.06 14+22.06 0 ` 2539.25 TRC 2541.71 TRC 2542.24 TRC 13+99.84 GC - 5 2542.13 TRC I n O7 I 30 0 15 30 60 SCALE IN FEET - z 1 = 30 W 255 2550 0 2547 ^ rn 2547 m 0 00NW �� 00L J ENO W 00N1- Z cV co I 1 1 +�U +N F- O 14- J W MN U W 00 l W o .. J Q 0 254 * LdA. Q N w W N ej N W 2544 W p W +LOIq U C4 N W 0.50% 0.50% W 50 254 FINAL GRADE AT N I j� S0% 2541 W ROAD � 0.40% __ - - - - - - - - -_ U 253 _ - - - -- - ----- ----- - - - - - - - - - - - - - - - - 2538 ® 0 EXISTING GRADE 42" RCP CL V AT ROAD J 253 2535 0 Plans Are Accepted For Public Street Construction DATE: 253 2532 By stamping and signing the improvement plans, the Registered 02-25-2021 Engineer ensures the District that the plans conform to all District PROJECT: W L LO W S I D E - R VA C P R PROFILE policies and standards. Variances or waivers must be specifical- C2013-024 ly and previously approved by the District in writing. Acceptance >> > of the improvement plans by the District does not relieve the SHEET H R. 1 = 0 Registered Engineer of these responsibilities. E R. 1 = BY DATE: ADA COUNTY HIGHWAY DISTRICT +70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 70 15t6829 C� Q M 1 KEYNOTES = Q _ � INDEX MAP Q > 1 CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. '� N r' 1 =250 O VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. _ w F co (D CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD am � SD-712G. � Z APGAR NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES = g SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR a SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM O THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS SHALL NOT EXCEED 5.00%. W Z W NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE L� U) RIVA CAPRI WARNING PER ISPWC SD-712. W w w CONSTRUCT CONCRETE DRIVEWAY APPROACH W/ WING U ■� ~ co AP ON WEST SIDE ONLY PER ACHD SD-710B W/ 12' Z w co THROAT WIDTH. W MCMILLAN _j c NOTE: SIDEWALK DIRECTLY IN THROAT MUST BE 6" ui J THICK. r' 1QO4 CONSTRUCT GRAVEL ACCESS PAD PER DETAIL SHEET w 4.2. �S�pNAL FNG �G\s TE,Q�o'�'� F 03/11/2022 17882 9�F U FL C) . CRP� S CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: n BD/DES 'f BLOCK l .7 9+26.64 2540.80 TRC III 9+06.64 19 20 2541.16 TRC N 21 22 23 24 26 27 28 29 � WILLOWSIDE 31 25 O O O 30 z 2538.16 TRC 8+94.77 GC 2+36.93 SEE SHEET 4.1 3 2+16.9 ELMSTON E � ...2537-6 .SRC 2+54.00 GC 1 - - SEE SHEET 4.4 2541.29 TRC o � 5+93.54 GC I 2538.46 TRC 5+99.21 8+88.71 a 2539.82 TRC 2539.85 TRC 8+35.21 2541.31 TRC I \ 2541.07 TRC Q2� F zo = 2+69.21 3+25.21 3+81.21 4+37.21 " 4+91.21 5+45.21 8+84.77 HP 0 2538.52 TRC 2538.75 TRC 2538.97 TRC 2539.20 TRC 6+19.21 2539.41 TRC 2539.63 TRC 6+73.21 7+27.21 HP 7+81.21 a o �.. _,.._,.. 2539.95 TRC 2540.23 TRC 2541.33 TRC 2540.51 TRC 54 � Z 2 2 0.79 TRC U 0 I .. ..................... N o_ 0 ................. .................................... ......... 4 .... F ...............:'................................ ....... N N ................. 2y 1YIL........ .. O N.......................................... ... .. . N O ........................................::::::::::...: . . _W_W w w w w � w � w u° w- n. I N I w w w �� VJ ollll r�53g w w w w Hillw w w w w w - -- 111% 3 �� I1I Q U) �O O L -- - p O IIII 40 1NI11% N p N �h + - - - -I - - - - �- - - - I - _ o _ �5 ao _ 0 0 254 3 iiio �S� > o i s s s s u7 -I - -FI - - - - o _ _ _ _ O I _ W O e s s AP GAR S s s s s�s s e III 5 � � s �s 00 s + - Z ° 0 0.53 s s s 3 W. • 2 IIII N f I� IIII 0 ................................. W APGAR ST. ..... . .......................................... ............ _ . �o% ............... ...............................:::::::::::::.....:::::. ........ II I _........................... " _ .................................................... ......................................... I � � " ........ . . ... ...................... ........ . ............................ ......:::::. . ...... j 5+�00 8+84.77 HP N • 2541.33 TRC 8+88.83 �" II"- 2+69.21 3+25.21 �_3+81.21 �_4+37.21 4+91.21 5+45.21 6+19.21 V6+73.21 7+27.21 HP V7+81.21 - • R200 _ 2538.52 TRC 2538.75 TRC 2538.97 TRC 2539.20 TRC 2539.41 TRC 2539.63 TRC 2539.95 TRC 2541.31 TRC 2+54.00 GC 2540.23 TRC 2+17 07 2538.46 TRC 2540.51 TRC 2540.79 TRC 4 I ' L.L WILLOWSIDE 2538.51 TR 8+35.21 8+94.77 GC p �J SEE SHEET 4.1 - 5+93.54 GC 1 2541.07 TRC 2541.29 TRC 2539.82 TRC 0 2+37.07 ELMSTONE 2538.37 TRC 5+99.21 9+06.90 2539.85 TRC 2541.20 TRC SEE SHEET 4.4 9+26.90 13 12 11 10 9 $ 2541.17 TRC 30 0 15 30 600. Z O O O - SCALE IN FEET O 1 = 30 - Z VI W 255 2550 \ _ n z Q L.L 2547 2547 m 0 Q J 104 I.CO Z j I�M �00 Q W Zoo,* -� IrjI- Z nn 254 0+N +N + A N 2544 L.L O�� +N =NW NW Q .. Ill W W O� Ol III OOQ cnw(::,j W �6000 000 117 U FINAL GRADE AT Q W / P 0.40 ° N 254 +N3 �M NN ROAD NW r / �` ---- --- 2.009, 00% 2541 W N O NN 1� / \ W W 0.52% < I (NWC� 40% -- - - --- ----- -- - - -- - �� STA: +24.77 NW(:0 ---- ---- -°--- ---- - --- - - - - - - - - -- \1 ELEV: 2540.78I. U -2.0 2.00 ° ---- ----- ---- ---- o 253 - -- 2538 ® 0 EXISTING GRA E STA: +19.00 AT ROAD 42" RCP CL V ELEV: 537.85 Q 2 253 2535 0 Plans Are Accepted For Public 253 2532 Street Construction DATE: By stamping and signing the improvement plans, the Registered 02-25-2021 AAPGAR PROFILE Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2013-024 H0 R. 1 =3 0 ly and previously approved by the District in writing. Acceptance S H E ET of the improvement plans by the District does not relieve the VER: 1 =3' Registered Engineer of these responsibilities. 252 V V V V V 2529 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 By YADA COUNTY HIGHWAY DISTRICT DATE: 4o3 C� Q 2 M 1 KEYNOTES __ Q 2 � INDEX MAP 1 MATCH EXIST. CURB, GUTTER, & SIDEWALK 1"=250' O FIELD VERIFY PRIOR TO CONSTRUCTION `� N T O CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. �= Z LU CID L 30 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLEDAPGAR Z CURB. SEE DETAIL SHEET 4.7. Z NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES = SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR ■� a SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM ran SIDEWALK. REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS = N SHALL NOT EXCEED 5.00%. W Z � NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE LJJ RIVA CAPRI WARNING PER ISPWC SD-712. W W W DO4WIDEN SIDEWALK FOR MAILBOX CLUSTERS PER ACHD (� U SD-709A. COORDINATE EXACT EXTENDS W/ DEVELOPER M Z W W oMCMILLAN AND USPS. j CO - ? ui u f V � w �S�pNAL FNG �G\s TE,Q�o'�'� F 03/11/2022 N17882 9�F O F'� ��P//V CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: BD/DES � u O O O O O O N Z au 3 0 Qi RIVA CAPRI 1.2541.78 TRC SEE SHEET 4.2 a 2+50.00 3+50.41 GC 4+18.00 GC 5+54.66 Z 2540.70 TRC 2+76.41 GC 2541.44 TRC 2542.41 TRC 2540.80 TRC 2541.17 TRC 4+74.00 3 a o 2541.67 TRC o = U 2+00.00 3+05.99 3+62.00 0- 2540.50 TRC 2540.95 TRC 2541.22 TRC 4+45.03 5+39.66 pS w N o� 2541.55 TRC 2542.08 TRC �d, - O N N 14+69- 0 N N J o N O 0 - N u') Q N � II II -M 1 s s s s W W s _ - - � - W - W 254 1-.3 77 T r7La z Hill _11- 0 ELMSON o E. A oIu s4 s 09 F/L s s S s s L0 s s II II I I 1 I 4 .7 f 0.50% ^/, 0 �0.60% �� ILq TR ES j Id Id20IX. 2541.78 T0 IR. IR IRR IRR IRI RIRR P, IRR IRR IRP, IR IRR-0.50 TRC o N 1 3+50.41 GC 14 00 4+38.495+26.42 241.17TRC `4+18.00 GC 2541.53 TRC2541.93 TRCEXISTING JUMP CREEKPI - PIPI - _-- _ 954144TRCSUBDIVISION NO. 12+76.41 Gc JUMP CREEK 'i RIVA CAPRI SEE SHEET 4.3 3+30.41 Ia 2540.80 TRC SEE TRC SEE HP SEE SHEET 4.2 2542.13 TRC 1 2+96.41 30 0 15 30 60 Z 2541.16 TRC � L o r ! I O N - SCALE IN FEET 0 O _ - Z 1 30 VI W 255 2550 \ - n z Q LL 2547 2547 m 0 W 0 �LLI O i Q (0 W W .Z �� J � � �__ +C +N � F- W 0Q M, * *4 NC50NU LOX +Z ..o � ..> 2544254 W + M 9 IQ. C Cq J 0 � NW0 H � Q J a FINAL GRADE AT 9Q < L JW W ROAD HJaW2 N_jW NWT (nW(9 0.50% 2.00% I ' I 0.40% / 254 0.50 0.50% ---- ---- - -- -- -- - ---- --- - 1 _ _ / �--` 2541 W EXISTING GRADE AT ROAD - v U C� 253 2538 ® 0 Q J 253 2535 0 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered DATE: 253 2532 Engineer ensures the District that the plans conform to all District 02-25-2021 policies and standards. Variances or waivers must be specifical- PROJECT: ELMSTIONE PROFILE ly and previously approved by the District in writing. Acceptance C2013-024 of the improvement plans by the District does not relieve the H 0 R. 1 =3 Registered Engineer of these responsibilities. SHEET V E R: 1 =3' BY DATE: e�29ADA COUNTY HIGHWAY DISTRICT252 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+ C� Q M 1 KEYNOTES = Q � � INDEX MAP 1"=250' 1O MATCH EXISTING SIDEWALK. FIELD VERIFY PRIOR TO N CONSTRUCTION ;, w m O CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. ■i Z ~ o HI VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE Z PLAN. APGAR 3 CONSTRUCT BORROW DITCH - SEE DETAIL SHEET 4.8. = g (V100=3,911 CAPACITY= 13,455 a N LLI Z cc RIVA CAPRI w� W w �Y w U � W a00 MCMILLAN LLj Ld V � w �S�pNAL FNG �G\s TE,Q�o'�'� F 03/11/2022 17882 9�F 0 F'� ��P/N S. CRP�C� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: BD/DES r / \ it! a / / 1 z _ � o d / / BL OCK 20 0 = \ F a L......-...-...-...-...-...-... ./' -...-._ of L... -...-...-...-...-...-...-...-...-...-...-... ` a. i � 2 I PI PI PI Pi PI PI PI Pi PI PI PI PI vl PI P�PI PI 2s�P� PI � N Q W � N N I D �\ PI PI PI PI PI PI�Pi-PI PI PI�PI PI PI\PI PI PI� 1.1 I 6+00.00 7+00.00 F 6+50.00 l 2+50.00 3+00.00 3+50.00 4+00.00 2539.86 SW 2539.99 SW Asa N o C l li f 2539.52 SW 2539.53 SW 2539.56 SW 2539.63 SW 4+50.00 2539.80 SW O 5+50.00 2539.99 SW �. 2539.76 SW 2539.83 SW 7+50.00 8+00. N I 2540.09 SW 2540.50 SW 2540.31 SW � W z . .. :::. ...........................................................::. :. :::. ........... ...............................................:::::::::::...:............................................ ..........:::::::...... .. ...................... . .................................................. .............................. 1 I i ................. ....................................... ................................................. ........................................ 0 .............................................. .............. ............... ------I ------ - -..-..-..-..- - _ _ ------- - .,,��.�_�- -..-..-..-..-..-.. -..-..-. TEL - SEA TEL --�--����.-�.-r`:�-.-..-..-..-..- �L. ---- -- -- ---��--- DEL- DEL TEL TEL TEL TEL �� •• •-- - - -- ----- ------ -- - --- --- --E ------ --- ------ _-'- �Y P--- -_=_-_-t- --- - TEL iEL TEL TEL •� -_.�_EP EP • W EP W EP- - W_ €p EP------- -��- EP EP EP EP EP =P- EP EP EP EP EP EP EP - O W W W W W W W W W W W W W W W _ � Q • 3 N� - W ow V ----- � � 3 ___-- 1­12539_ - -- 0 _ _ -- MC N ROAD + _ N --- -- __--- -------------- __ --- - - - - - - - - --- -- - -- 0 --- - - --- W. - MLLA o � � L O EP - -- EP -EP - 7 00 -- - - - 0 7 ---- - - + EP --- EP EP - - -- - - __ __ E7t EP EP _ - ----------------- ------- __---2 Q_ _ _-------- ----- 54 rn - EP EP -- Cn 2+ . +00.00 CL -- ----------------- EP --- - ----------- E ---- ----____ ' __ - - -' I 2539.01 EG 3+50.00 CL - ----------------- - E� ---------EP-------- - - 2539.02 EG __-------- r � 2539.04 EG ------ ------- -� __-_-- �F op OP OP OP 0 OP P °P OP oP oP oP op _-__ oP - - _°P_ 5+50.00 CL 6+00.00 CL 6+50.00 CL 3 r r ------------------o oP _ 2539.34 EG 2539.47 EG \` n i 2+06,00 CL -- 4+50.00 CL 5+00.00 CL 2539.31 EG 7+50.00 CL 8+00.00 CL r l _----- 4+00.00 CL 2539.28 EG 2538.84 EG ---- 2539.24 EG -------------- -------2539.57 EG 2539.79 EG ---- 2539.11 EG --------------------------- ,--- 0 1 IR I I v _-_ -------------- 1 1 wl I�I ------ __---------- 7+00.00 CL I li I ____------- 2539.47 EG '8+50.O0 CL "�illillillillillillilliillillillillillillilliillilli�....................................�illillillillillillilli!!Siiiiiiiiiiia - z 30 0 15 30 60 III ---------------------------------------- ____----------------------------------- ---253b.98 EG _ " - ' II \\II � SCALE IN FEET V I W 1 - 30 2550- 2550 m 0 Q J 2547 � 2547 J 0 W rnN W 2544- 2544 Q F- W cn Q W 2541- 2541 -- ---- - --- -- -- ------ ---- --------- ------ - ---- ------ - -- - --- - 0 o - - - - - -- --- - -- -- - ---- --- - -- -- -- - EXISTING GRADE ® I..L 0 T 253� AT ROAD 2538 � J 0 2535-- 2535 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered DATE: Engineer ensures the District that the plans conform to all District 02-25-2021 policies and standards. Variances or waivers must be specifical- PROJECT: 2532� 2532 ly and previously approved by the District in writing. Acceptance C2013-024 of the improvement plans by the District does not relieve the SHEET H R. 1 0 Registered Engineer of these responsibilities. E R. 1 = BYADA COUNTY HIGHWAY DISTRICT DATE: 253 8 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+M30 C� Q 9 M 1 Q KEYNOTES = A n INDEX MAP Q 1"=250' Q01 CONSTRUCT BORROW DITCH — SEE DETAIL SHEET 4.8. •` Co (V1oo=3,911 FT�3, CAPACITY= 13,455 FT�3) N 02 TERMINATE BURROW DITCH AT STA 11+94.07 = z w aco L 03 CONSTRUCT 4' ASPHALT LANDING Z 9 APG ® INSTALL TYPE II SIDEWALK BARRICADE I F C W N LLI z LLI ccU) R1VA CAPRI W w w WW ■� CQ a U W (0 W a00 n MCMILLAN 2 w u; c� V � w CS�pNAL p �G\s TE,Q�o'�'� F 03/11/2022 N17882 9�F O F'� ��P/N S. CRP�C� CHECKED BY: I DAVID A. BAILEY P.E. DRAWN I i I BD/DES BY: I I � I I I II I I I cn jP -----P------ P---------------------------- -------------------------• 3 FI PI PI I I o I I � I I PI PI PI a I IR IRP, IRP, IRR IR � IRR— I.-; IRR- �Rn �,- IRS Z :....._............_........9...+.T...0..0.......0._.0......_...._.::..:......._............_. .._.._......... —=--: —=— --=—----- :: -- -- -- — W O a a2540.71 SW 9+50.00 10+00.00 10+50.22 11+00.22 11+50.22 2 2541.80 SW 2541.82 SW2541.09 SW 2541.49 SW N W..................................... ... . ............. ........... .. ... . ...................... I . . ....... . : .:. ' • • • • •....................... . : ...................... ........: ::::::::::::::..................................... ' ' : :' ' :::.... : :::::::::::: . .. : . .. .: : : ---- — -- — C—IO —----- — uj Lq 2 _.._.._. _.._.._.._.._.._.._.._.._.._..p _394' c- I _.._O EP EP EP EP E W O O rM P P EP EP EP EP Z O W W W W W W W W W W W o w Ow °' cn O /�1 o o �J Q ~ - -- - - -- --- - -- --- -- - -+ o - -- �I-� - - - ---- Q EP EP EP E'" - - - - - �- - - CI' - -- EP— • E _ EP EP EP EP 0 OP OP 0 OP OP P OP OP OP 9+50.00 CL 10+00.00 CL 10+50.00 CL 11+00.00 CL 11+50.00 CL 0 9+00.00 CL 2540.57 EG 2540.97 EG 2541.28 EG 2541.28 EG 2540.19 EG 2541.30 EG z 0 z _ I 30 0 15 30 60 0. Z SCALE I N FEET 0 1 " = 30' — Z VI W 255 2550 \ O z 2547 2547 m 0 ow Q D J + = J V) W 254 = 2544 (! W � W Q -- - - - - - - - -- - - -- - - - - - - -- - - - - - - - - - - - - - - - - 254 — — 2541 W EXISTING GRADE I >. r n 253 AT ROAD q 2538 v ® 0 Q J 253 2535 0 LL Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered DATE: 253 2532 Engineer ensures the District that the plans conform to all District 02-25-2021 policies and standards. Variances or waivers must be specifical— PROJECT: M C M I LLAN ROAD PRO I LE ly and previously approved by the District in writing. Acceptance C2013-024 of the improvement plans by the District does not relieve the SHEET H0 R. =30 Registered Engineer of these responsibilities. V E R: 1 =3' BY DATE: 252 I I I I I ADA COUNTY HIGHWAY DISTRICTV4s6—A +70 9+00 9+30 9+60 9+90 10�20 10 50 10�80 11 10 11 �40 11 �70 12 00 12tj821