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Home My WebLink AboutC4.06 Roadway Plan & Profile W. Lesina Ct. I Sheet Notes: _ - , 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO THE B2 L26 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN . LAND I F - _ , STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE . ----- ----- GROUP PERMITTED WITHOUT PRIOR APPROVAL. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 00 - - `�' r a APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, `\' _ CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. B2 L27 / o i - - - THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES I 10,065-SF / 6; � B - - BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE B2 L24 B2 L22 LO o _ - - - - B2 0-S 62 L21 FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE 6,578 SF 6,600 SF 6,600 SF 6,600-SF - 6,600 SF I N � O `�rn `�� - - - - _ TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR - - - - - - �' Q � `r o - SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585) C') `` ,� N`� M - - - _ , FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. I D U_ - / \ c o O U w N N - 2.4 / RIW \ ~o �o c:�� - -2541- - \ co o o J - ---- ---- -_ 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED Cl) _ -- - to� / R rn r r o rn o --_ o WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL / r� / +� + � oo �C = Ln 25 LLo o �J 00 J v'6 0O ti J U AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. I �co / �,/ N �__, ¢ \ M + � N� 92�� .o Nco No - _ - - No , Lo N LWL_ / \. H \Q M r U LL In L CD ..Li CO LO N Li I o / N "' � Q `"LL o "' '' °" N r 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, U L.L_ r Ln r U L.L- r c�� emu= 'l �0 2.4 N .. N .. mO �� V m o co o o 1- m o m o 1 CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION - - - - - - - - - - - _o 00 m T ~ -LU - - 6 AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. N o M 00 Ln - - - - - -¢ Q - + - - 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF / Q � 4.1 a �+ �+ �+ a o 00 "' + + THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE �N d - - -Q- - - - - - - U)- - - - - - - - - - - - - - - - I-- r �• - - - - - Ln co ~ \N N �¢ cn - r - - - - - - - - - - -Q - cn - - CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. l TC/MX: ±2543.21 3.4 1 C0 U) C/) STA: 2+20, OFF: 0.00' � 3.5 Pedestrian Surface Notes: TBC. 2541.16 -- -------- 1. LONGITUDINAL SLOE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES TC: 2541.25 � � �� - L P I L - - I STA: 3+20.89 B 2540 3.3 - - -2540 - - 3 3 OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS - SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES 8 8 W 8 W 8 W 8 W 8 W W 8 8"W ALLOWED ABOVE THE MAXIMUM SLOPES. 2+00 I 3+00 STA: 3+40.22 4+00 W. LESINA CT. 5+00 6+00 Cl) -��- -I - 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE L28 SAN 8"SS 8"SS 8"SS 8"SS SAN 8"SS 8"SS 8"SS MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN - - - 1,112- TC: 2541.25 3.5 �� - - 2540 2540- I STA:2+ 9.66 4.2 TP-19 --- 3.3 RAMP (2%MAX). \ \ 3.4 / TC/MX: ±2543.20 Roadway Keynotes: I2 RW RW R RW RW RW A 4.1 _11 _ _ o �o °C � "' 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE LO - - - - - o� - - - - - - - - - - - - - � � - - -"' a? \ `� o co c4 _ r co INFORMATION. \ °O \ i ai o �? r r _-- o -- \ LL \ �� r u= LL.� r r r - ---�LL. co � u= = w u LO o \ �� LL Ln o W o � - - 2 2.1. INSTALL PEDESTRIAN RAMP TYPE A PER ISPWC SD 712 WITH TACTILE 11 o o Q ¢, o cfl 00 \ r ------------- Ln c4 � _ - w'�-y/ _ _ _ _ _ PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY CDC T O O rco U MM M -_ M c�0 00 r o - r co - AC W OR PEDESTRIAN ACCESS PER ISPWC\ rrn w �M CAM ____�o 77N �� Mo 6'0 - � � o WARNING SURFACE S) F (ACHD N O N co N M N GD r Lo + LC) + ti / T o w Ln + N __ -- Lr) + - - - - - - - Ln + - Ln + co M - co - - \ N N \ RIW + _ _ �co = _ _ _ N r M N Lo N Lf� N Lf� M M - SUPP) SD-712. LC) + _ r 00 Lo _ - - - 00 N NM OON UQ LC) + UQ UQ UQ Lf") + UQ UQ UQ ---- �O \ \QJ _ o o m o , m~ ,Q m Cn m~ °O~ `V co~ °°� °°� -- - � + 2.2. INSTALL PEDESTRIAN RAMP TYPE"G1"PER ISPWC (ACHD SUPP) SD-712E, \ \ ~ ~N ~CIO N o AC W OR PEDESTRIAN ACCESS PER a WITH TACTILE WARNING SURFACE (T S) F \ \ L ao _ ----� ISPWC (ACHD SUPP) SD 712. w OCD N OOH co + ---- 2.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC (ACHD SUPP) SD-712H, I -------- B2L29 \ ra NM Cc mmi 8,335 SF \ + �;Q WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER o N M �� ------ -----__ _ ISPWC (ACHD SUPP) SD 712. �;a B2 L31 B2 L3 B2 L33 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUP ) D-709. M� m I 6,738 sF B2 L34 B2 L35 3 v` B2 L30 ---- -- 6,848-SF 6,858-SF B2 L - -------- - 6,869 SF 6,879-SF _ _ 88�� O A PS N N 6,144-SF -- - - - - - - W 2.5. INSTALL CONCRETE PEDESTRIAN CROSSING SEE DETAIL / 4 54 "Q J , W 6 C ' �C/)------- - h 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC MW-3 4.2 (ACHD SUPP) SD-710C. 2.7. MATCH EXISTING IMPROVEMENTS. I 3. CURB AND GUTTER ---------------------------------- I 3.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-701. ■ ■ ■ 3.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER ISPWC (ACHD SUPP) ■� y Roadway Plan & Profile - WE Lesina Ct. 0 20' 40' SD-701R. Horizontal Scale: 1" - 20' 3.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-702. 3.4. INSTALL REVERSE PAN ROLLED CURB PER ISPWC (ACHD SUPP) SD-702R. O 3.5. INSTALL 2-FT TRANSITION FROM ROLLED CURB AND GUTTER TO 3-IN C 2550 2550 REVERSE PAN ROLLED CURB. CO W. LESINA ST.: Sta. 1 +80 - 6+40 3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN N HORIZONTAL SCALE: 1 2O� " REVERSE PAN VERTICAL CURB. � = c� cc 00 VERTICAL SCALE. 1 = i�' 3.7. MATCH EXISTING IMPROVEMENTS. 2548 2548 4. STORM DRAINAGE .L " 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP) SD-627. SEE DETAIL 3/C4.70. 0 0 + o o 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE + coN CV N 2546 N Q + "' �� 2546 Revisions 1 i inn �n nnin cuE�T ninTE o Lf) M N N O + co co J (� W Cn CV O O ao oCD co C\Jw m LO 1. AGENCY COMMENTS 10/24/25 C\J Q V U' W N II N � N CO N O II YJ CO N + W_ CD W O O + M co N co N h 2544 N o M o � N �� 2544 FINISH GRADE � LO m m � AT CENTERLINE m � CD w " Caw CDw EXISTING GROUND 2542 -2.00% �� 0.46% 2542 AT CENTERLINE 3.4 4.3 0.00% 0.00% 2.4 SEE CURB DETAILS 5&6/C4.54 TYP. 2540 STOP OF ROCK !' 2540 TOP OF ROCK N :- AREA21 EL: 2540.43 ----- -- ---- ---------- ---- ---------- ---- - --------- ---- ------ --- ---- r EL: 2540.43 ��ZpT1AL E� BOTTOM OF ROCK BOTTOM OF ROCK_/ 2538 EL: 2539.09 EL: 2539.09 -.- 2538 568 10/24/2025 T,9T�OF \OPT Ln SEASONAL HIGH GROUND WATER '19 ^1 `0 ELEVATION (EST., SHOWN APPROX.) - " 3 2536 2536 - " Project No.: 123200 Date of Issuance: 09.02.2025 SHGW " Project Milestone: PERMIT 1 - 7 1 EL: ±2535.5 EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile 2534 2534 W. Lesina Ct. co CC) LC) LC) Lf") Lf") LC) co N O O O 00 ti CO LC) co co N O co M O O Lf) W O 00 Lf) W O W 00 DO N DD co W W M O W co W 1 M 00 M O co O M M N W M M M 00 co co N N N O O O O O O O O O O O O r O O O O O O O O O O N N N N N N N � � co M CO cococococococo co co co co CO co LI L L, L 'n Lf) 'n U"J 'n Ln 'n Lf7 'n Lf7 'n Ln 'n LC) 'n LC) '� Lf) 11") LC) 'n LC) '� LC) '� LC) 'n LC) 'n Lf) '� Ln 'n LC) 'n LC) '� LC) LL7 LC) LL7 Lf') Lf) - N CV N N N N N N N N N N N N N N N N N N N CV N N N CV N CV N N N N N N N N N N N CV N N N N N CV /-- 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 5+80 6+00 6+20 6+40 C4mO6