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Home My WebLink AboutC3.04 W. McMillan Road Sheet Notes: � ,� � A. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE I / THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS LAND CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY . HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT GROUP PRIOR WRITTEN APPROVAL. B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. � C. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET C1.00. D. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. M J� I U-) N o o - c� w m� m N E. SPOT ELEVATIONS AS INDICATED BY THE FOLLOWING ABBREVIATIONS: II I _ w I I I I oo, \ a; m � \ o N / EG-EDGE OF GRAVEL l a l CID,oo� \ I a Q �M L.L.X - _ _- /� _- = EP- EDGE OF PAVEMENT LU i 1IRR I;� CV cg. I ) L)o o �o r FIG-FINISHED GRADE ELEVATION ��Q 3"PIF� PI 3" PI 3"PIRR M P 3"PIRR -r J- 3"PIRR 3 p d J \ I / FL-FLOWLINE V Y _ _ Sheet C3.00 I I I I o Q o s z w z h� � + GB-GRADE BREAK IN mIm Mi '`D __ _ _ _ - - III _ _ _ + _ _ _ _ _� "' _ �' + LIP LIP OF GUTTER "'oX . tip ''G�o w- -�- - - 1 ��_ - - - 18"GIRR- -Q - - - �� 18"GIRR = Q - - - -��iR - lu" 60 ¢ IRR I `~" rn GIRR MX-MATCH EXISTING IRRCIO -�RVcp `D� Cq w chi- - - - - -❑_ _ co C13 . S u � � ¢ N"' � \�, ��_ -Nr cn �T ¢ w �T- - - - - - - - - 18GIRR �r IRR � I } a ' �' TA TOP OF ASPHALT 8"GIRR IRR _ x Q �n r in ct v00 o; - I E 8.77 \ �, �� o�� N o\ 6� N IR N TBC TOP BACK OF CURB 254 D � �o� oo ° -��- -�h - - w�- - - - - - - - NT - -wo-��-ST-Rftf� •• wo w�- -2548=- --_o wo- - / 7.1/° 4 �, ��Q'`__�, cy� N 2550 - N -R�W- - - - - - - N - -- - - N - - - -o - - - a F. CONTRACTOR TO FILED VERIFY ALL EXISTING CURB AND GUTTER, STORM +- - - 2551 Cl) - --T � M U -- -o - -- �? d DRAIN, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO - _ --2549-0 + + + 2548 - NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO c, 2550 M r ------ ----- ---- �, -_o m - - 2547 -T - - +, -_- - -T -- CONSTRUCTION AND M - 2549 ,n �' - ..- �- - - - _ _ - - - NOT MATCH PLANS. - - -¢ - - 2549- - - Q ¢ ,r, s - oo - - -- c�i -- 2v^ M ox R/W 9 �•��Ox `� ci- N � _ - - - � N s'�9 v <- - Ur; - 99 ` - L / 2548.76 c., o,_ -- v, - - 2548 r� _nHP _ OHP `Q FL: 2547.50 P 6N f tap „� �L I G �7z' _ FL: 2547.50 LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. T - --2548- - a,- - _ FL: 2541.50 I CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2 °/ SLOPES - - - F,o -2548- T C'' _ - - - �T -2548 ----- r -- - - -2548 - - - - - - _ .00 °. S---- r� T 2548 I L:7 - - _ WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANYP 48- - - EP _ i ooz�,LaQ' r, EG EG - - - EG -- EG EG -4 EG -2549- EG EG EG -E - - - -EG- -c � _- G EG - Fr' -- --- -- EP EP EP Ep -2549 - - - - - - - - - Ep DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM W - 2549--- - W- -W W �Wl T W W W W W W W W EP EP E 12 �292 -- --�'-- 25gg 6 LU W W 6 W W W W W W W v SLOPES. 29+58.57 p OFF' 0+00 I ��9 31+00 � 32+00 33+00 33+38.60 Roadway & Drainage Keynotes: ol) - Lu 12 p + c3 " _ � - - �, � , _ � _ � Y g Y SAP' Z��g. co' x�? W. McMILLAN ROAD S�1G 0 o �'p �� - _ _ IL C.Do � 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET O Sb- " `" , �•� - - 0. "' C1.21 FOR DETAILS. EP `� o EP P EP- . �s EPA x �. � j�,��s EP N EP EP - EP EP EP EP EP EP 2344.17' �Q' �� ,N `�� S89°35'49"E 309.83' EP 2. INSTALL STREET SIGN. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET c'c,��'- - �Cr- - - � - - - - - - - - C1.21 FOR DETAILS. o R/WR/W � R/W R/W R/W R/W R/W t R/W R/W R/W R/W R/W R/W R/W R/W R/W 3. CONSTRUCT TYPE"C3"PEDESTRIAN RAMP PER ISPWC SD-712C WITH - (BASIS OF BEARING) TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE Q 4 FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. SEE DETAIL 8/C2.00 FOR C2.00 MORE INFORMATION. 4. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH W. McMillan Road 0 20 40 A TRUNCATED DOMES PER ACHD SUP 712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. Horizontal Scale: 1" = 20' 5. CONSTRUCT SHALLOW INLET PER ACHD SUPP SD-715A. 6. INSTALL BIORETENTION SWALE PER ACHD BMP 30. REFER TO ROADWAY SECTIONS ON C2.00 FOR DIMENSIONS. 2554 W. MCMILLAN ROAD: Sta. 29+40 - 33+60 2554 7. PERMEABLE PAVERS. SEE DETAILS 1 -5/C2.50. (SHEET C3.02) O CA HORIZONTAL SCALE: 1 = 20' 8. CONSTRUCT 5-FT CURB TRANSITION. CJ VERTICAL SCALE: 1 11 = 21 1 9. CONSTRUCT 5-FT CURB TERMINUS. J 2552 2552 10. CONSTRUCT 4-FT WIDE VALLEY GUTTER PER ACHD SUPP SD-708. m O ox 11. CONSTRUCT 12-IN RIBBON CURB PER DETAIL 6/C2.00. a0 EXISTING GROUND AT CENTERLINE cc also(TO REMAIN) 12. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER z � TO ISPWC SD-301 AND ACHD SUPP SD-303 AND SD-806 FOR ALL ASPHALT UJ J cfl 2550 2550 REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. SEE = J 00 ---- ---- ---- ---- ---- ----_ ACHD ROADWAY NOTE 1.2.5 ON SHEET C1.00 FOR ALL PAVEMENT ------------------- MATCHES IN RIGHT OF WAY. COORDINATE WITH IPCO FOR JOINT-TRENCH � ----------- UNDERGROUND POWER ROUTING. CJ a Q cc 2548 2548 Curb and Gutter Legend: o w 3"ROLLED CURB AND GUTTER PER ACHD SUPP SD-702 APPROXIMATE HIGH GROUND WATER ELEV Revisions Q 2546 2546 3"REVERSE PAN ROLLED CURB AND GUTTER PER ACHD SUPP SD-702R 1 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 2544 2544 2542 2542 EXISTING GROUND ELEVATION 2540 AT CENTERLINE 2540 sZpNAL EN ao rn o r N co co co ti ti co co �� GENSFO � LO LO LO v LO v LO v v v v v 4� Ln Ln Ln Cn Ln Cn Cn Cn n n n n Cn Cn n n N N N N N N N N N N N N N N N N N N N 2139 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 06/03/2025 l TqT E OF 9�E K. Project No.: 121130 3 Date of Issuance: 05.08.2025 Project Milestone: CONSTRUCTION DOCUMENTS E E 3 a W. McMillan Road ME� 6 6E2 C3mO4