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Home My WebLink AboutC4.04 Roadway Plan & Profile N. Apricot Hill Ave. co 47' I i Sheet Notes: �� ,�_� 00 4.1 I THE 33' 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND T N I m1 c I I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN oO a �y I I a1 + I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE . o PERMITTED WITHOUT PRIOR APPROVAL. = I I NGROUP STA: 19+52.61, OFF: 16.50'L I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN TBC: 2546. . 1 I I I I APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, STA: 19+50.61, OFF: 16.50'L I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. TBC:2546.55 I I I I I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES B15 L12 �B15 L�11 B15 L10 B15 L9 B15 L8 B15 L7 I I I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 5,12s SF 4,000 SF 4,00o SF 4,00o sF 4,000-SF 5,128-SF STA: 19+71.14 I I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE fr ` I I B10 L17 TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR STA: 19+44.61, OFF: 15.00'L 1 CO-�' SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE 208.342.1585 I � � � TBC: 2546.55 I I s,s57-SF ( ) Ln o 0 2S4 j -J M J I fr I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. L O M J CD O CO O U?p - 1 `" T N T i`rn C9 O°o o CO coo m o I �I 3.3 I I 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED c9 I I X LPL LL. N T CO Ln N LO CO U') Lo r CD U) o o `r " v- , = "'LL � I WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL ~o �;U- �; 6 LE o 6LL- U- I I PI STA: 19+51.81 / I AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. c o LO �� CD CD �C) LO en� J 3.5 / +_ - _ LU ti Lf) �; N C ••• I -N U CIO - +- -O- -Cfl- - _C'��- _N- _Cp -L1n I ' 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, �` LID vee - w ¢ I o 2.4 + M + v v 0 3 4 I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION R -� �_ T - - - -Q - -- - - - - co N _ 26' I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. - �" - - _� = 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF JVVE ""' "' L" 2.1 I I THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. e;e;a;paesae 2 � 4.1 1 3.3 3.5 1 STA: 5+11.28, N.APRICOT HILL AVE. = Pedestrian Surface Notes: STA: 19+02.89,W. LESINA ST. M 8 / Mile - m.2 Mile - Mil8 ,I 2.5 I I B10 L18 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES STA: 2+64.78 1 3+00 2541 STA:4+43.02 N. APRICOT HILL AVER 4+00 5+00 6,847 SF OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS -4 1- N o I I SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES $ I SS 8 - 3.4 + I ALLOWED ABOVE THE MAXIMUM SLOPES. s SS 8 STA: 3+55.64 SS 8 SS STA:4+62.36 cJ STA:4+87.45 1 1 6' 1- 3.3 I 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE N 3.5 STA:4+81.11 3.4 I I SEE ENLARGEMENT 2/C4.53 MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2%MAX). I � 25�`� 2.5 4 � / 110i/� co 2.1 1 Roadway K m m 2.1 - - � - -� - - - o - - -� � _ _ -� �� oa w y Keynotes: T o - - - - - - - - -- - - - �� - - - o Lq-� - 26 I ; a e n >/ e. r r oy, i Ln = ui c6 T 2.4 CIO - cD Li Co `� ,� 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE � i - - - -Qa- - -,�- `� - - - - QC)- - - - - - - - E r L � -- - - -�o- - - - - - - - .�- - _o_ � _o� 3.4 INFORMATION. 00Lo O LL. m w C) com coco O mN � C � + o �ui LO + CIO _� 1 3.5 \ 2. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY (.O N M L� N co co M N + N v I 2.1. INSTALL PEDESTRIAN RAMP TYPE"A" PER ISPWC SD-712A,WITH TACTILE + `�""' m C4.54 N "a + "¢ N "Q 1 I B10 L19 WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER ISPWC (ACHD C) �m m~ m� m~ m~ 1 m1 �� 6,837-SF ) I 1 �Q m� c�¢ �mm� ~`a m I I I� SUPP SD-712. �I II m � m� N � � �N �� N / I O° STA: 18+53.97 I 2.2. INSTALL PEDESTRIAN RAMP TYPE"G1"PER ISPWC (ACHD SUPP) SD-712E, STA: 18+55.16, OFF: 16.50'L 3.3 I 1 WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER 1 B16 L1 B16 L2 B16 L3 B16 L TBC:2546.62 I vs 1 III I ISPWC (ACHD SUPP) SD-712. 616 L5 B16 L6 Z STA: 18+38.97 1 1 y / y 5,12s SF 4,000-SF 4,0� 4,000-SF 4,000-SF 5,128-SF I I I 1 2.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC (ACHD SUPP) SD-712H, cc: coo JD Cc mmi STA: 18+53.16, OFF: 16.50'L I LU `-" 3.3 1 WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER / O I I I TBC:2546.53 1 i 3 1 I ISPWC (ACHD SUPP) SD 712. � I 1N i 33, 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUPP) SD-709. O -■ W W I00 I 1 3 N LU 47' I 1 2.5. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 6/C4.54. ' I 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC cc 1�10I� I I T i eo I 1 I I I I � (ACHD SUPP) SD-710C. 2.7. MATCH EXISTING IMPROVEMENTS. O - 0 20' 40' 3. CURB AND GUTTER Roadway Plan & Profile - N. Apricot Hill Ave. 3.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-701. O Horizontal Scale: 1" = 20, 3.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER ISPWC (ACHD SUPP) ■� y SD-701 R. 2556 2556 3.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-702. N. APRICOT HILL AVE.: Sta. 1 ♦8O - 5+60 3.4. INSTALL REVERSE PAN ROLLED CURB PER ISPWC (ACHD SUPP) SD-702R. HORIZONTAL SCALE: 1 = 20 A CA O VERTICAL SCALE: 1 = 2' 3.5. INSTALL 2-FT TRANSITION FROM ROLLED CURB AND GUTTER TO 3-IN 2554 2554 REVERSE PAN ROLLED CURB. cc 3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN N = CO REVERSE PAN VERTICAL CURB. � `-� M 00 Cb � 3.7. MATCH EXISTING IMPROVEMENTS. cc 2552 + M + co - T 2552 4. STORM DRAINAGE CIO "' � `" o + m 00 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP) ti N N N � SD-627. SEE DETAIL 3/C4.70. a � Cm pp J V LOCD Q V `L� w + N N CD w U, C2, 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE coLU r o m 1/C4.70,AND SHEET NOTE 3. Revisions 1Q 2550 a + 0 N � 2550 W N m co T 4.3. INSTALL PCIP PER DETAIL 3/C4.54 AND ACHD BMP 34. 1. AGENCY COMMENTS- 10/24/25 C S W Li LC) � N L j N FINISH GRADE m Q CD Lu cn N co N AT CENTERLINE m m c3 w c3 w 2548 EXISTING GROUND 2548 AT CENTERLINE 0.51% -0.51% 1.00% 2.5 4.3 2546 - - _ _ SEE CURB DETAILS 5&6/C4.54 TYP. 2546 TOP OF STORAGE - TOP OF STORAGE EL: 2545.86 =, AREA 25 EL: 2545.79 2544 BOTTOM OF ROCK 2544 r c� BOTTOM OF ROCK EL: 2544.21 a a EL: 2544.27 -7 pNAL E� d 8-IN C900 WATER MAIN CROSSING v 2542 4-IN PVC IRRIGATION CROSSING M 2542 568 M SEASONAL HIGH GROUND WATER 10/24/2025 ELEVATION (EST., SHOWN APPROX.) qT P s�, �o - - - E OF \O cNi f9�ESW.G SHGW 3 2540 EL: ±2540.8 2540 Project No.: 123200 Date of Issuance: 09.02.2025 Project Milestone: PERMIT EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile 2538 2538 N. Apricot Hill Ave. M M LC) M O O O O O M M CV N N N N O CO M M m O ~ O O O W O M - co CO co M N N O T co T O c.O co c.O U-) U-) LO Lc') c.O co CO CO co co O O O O O O O O O O O O O O � � L!7 L!7 L!7 LC) L!7 LC) L') L') Lf) L') Lf) L') Lf) Lf) L') L') LO s = C4mO4 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 Mao