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Home My WebLink AboutC3.00 N. Joy Street Sta 10+00-Sta 14+40 Sheet Notes: �1 F= A. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE I WE H E LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS L AN D 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 �I BLACK CAT E S T A T ES NO. 1 DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE o.�• / I M CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR c� DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS CD PRIOR TO DIGGING. rr°° I N X� o w o J y LO J C. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET C1.00. .gyp � o 00 to do Q N o CO Ci o ~o U oN D. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. / p per' Li: I ii EL tio�ti / �o � o wo wo 29+58.57 I / Q. '� w' w o v v E. SPOT ELEVATIONS AS INDICATED BY THE FOLLOWING ABBREVIATIONS: TOP TOP TOP ` N v � EG-EDGE OF GRAVEL d01 d01 - - _ TOP TOP TOP CD M _ _ TOE-__ TOE-- - TOE-= T6E _ _ _TOE _ - �fOl - IRR + + + x + EP EDGE OF PAVEMENT d01 - 9R TOP TOP TOP TOP TOP r r r 10.66' -Z FIG- FINISHED GRADE ELEVATION - -- - X- �-��E__x� �E - �� - X X- - �E jE X- �E �C�� -X �C X -- �f-- _ -?�_ X - �� - X - �� - , �(�- - FL-FLOWLINE m 12 \ � - p�Q B- GRADE BREAK 2547- - - - - / SEE INTERSECTION \ \ \ \ \ /��// - - - - - - - - - - - -- - - - - 2546- - - - - / m �� 12 \ GIP LPOFGUT ER - - - - - - - - - - - - - DETAIL7/C2.00 54� - - - - - - - - - - - - - - - - 2548.- - - - - - - - - _2547 - �, MX-MATCH EXISTING MX: 2548.72 EP N- EPI, cP E� - - P- - - EP - _ _ EP EP EP EP_ __��P- ` - - EP EP EP E EP EP EP �P- - - - EP- J P N �o MX: 2548.81 I � _ � � �i�� TA-TOP OF ASPHALT TBC -TOP BACK OF CURB 2548 N. JOY STREET O 13+00 14+00 10+00, I T 11+00 12+00 0 + -I ao CD _ - - �_� o' o- j - - �� - �� - - �__ - - o F. CONTRACTOR TO FILED VERIFY ALL EXISTING CURB AND GUTTER, STORM CD I 9 2 2 �� -2548 - - - - 5qa DRAIN, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO 7° _ �_ _ 10 5 2548 2 CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO MX: 2548.66 1 4 �o _ 5 5 3 OW °T 6 2 _ _ _ - 7 3 1 6 1 NOT MATCH PLANS. -0.4%- 0.4% 0,4% _ _ _ - - -0.4%_ - - - 2547-0.7%- - - N G. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 9-LF 8-INS -- 4a - - - - - - - CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES - - - D= - - - - - 2 _ - - - WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM -9-LF 8-IN SD - - / 1- - - I / m - - - - - °c rt m - o /o FG: 2548.66 o cc / 12 I o - o r o LO IE:2547.71 J Lr) � o � - o- -o -o. /� . 00 C6 � C6 � mo N / I o ti I + T° °r°- -°r° 00 SLOPES. I FG: 2548.35 'i� I I � / - 1 IRF 2548 0+ T N 18" IRR FG:2548.21 cMo IRR g I I + _� N N m _- u=- T -� � #- Roadway & Drainage Keynotes Z I \ O 1 0 m O - _ - T O m - - - - - - - - - - - - - + r N I / T U - ¢ O _ - _0- - - - - --- - -- - - - - -O- - - - - - - _ - - O O - - - - - . ` -I - - - -r .. . . O m F- U u'i CD -/^ - - - - - - - Q I nj` / � CO PI �-r - T m `V" /Q C/J p] Id PI co U? I (I� CID (I� ^� + pti I ,�I ti v co "' z a I �„ ~ I �, `1' r z �;�, z 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET O Cb N oo� + r N U w � - I / i_ - _ r`r_ _ __ _I_ _00~ U w_ - _ - - - _ - - -N + - U W o I - + � + o ,� I J I 0 o / 11-LF 8-IN SO - - - 2 - - -- II - -- �- - - - - - C1.21 FOR DETAILS. + � +- _- J J j N I N \T o m ¢ TBC:2548.07 \� STA: 12+31.55, OFF: 53.00'R N r \ N r m w m Ln m w E3 I v a I � w Q N / a w c3 Q ¢ of I w z STA: 11+98.55,OFF: 53.00 R I TBC: 2548.07 IE: 2546.77 �i Q v¢ w v t w m m m cn m m� G+2 00 m ¢ m ¢ 2. INSTALL STREET SIGN. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET CA OX O I Hcn I i-cn I o w O � I � ♦ �cn / �Cn o w � ~ m ~� o w 3 �o��o ,mi III I I I I I ~ I C'2'00 w \ FG: 2547.77 / c� I-_ �, z C1.21 FOR DETAILS. U w �• \ Cn I CD < _ I CO J CD W w CD � p w I 77/ / � O � P L I `ti x I C) a I Sheet C3.02 �/ I \ �,,� Cn 3. CONSTRUCT TYPE"C3" PEDESTRIAN RAMP PER ISPWC SD-712C WITH �C' w 1 w TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE 8434 S.F. T 1-2548 ¢ FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE I 0.19 AC. \ I I I I \ N 1 N CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. SEE DETAIL 8/C2.00 FOR Sheet C3.04 I I I I II I I \\ MORE INFORMATION. Cm l I I II I I I / I A l 12 4. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH I I I/ 8000 8 TRUNCATED DOMES PER ACHD SUP SD-712. DOMES SHALL BE FABRICATED m I I I I 0.18 A INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. CA I o I I I I o I I ADHESIVE MATS ARE NOT ALLOWED. I � I + I I + / I I 15 14 13 1 co ml I I I I I I I `"I 8435 S.F. 8000 S.F. 8000 S.F. II ✓ I 5. CONSTRUCT SHALLOW INLET PER ACHD SUPP SD-715A. I , �� I 0.19 AC. 0.18 AC. 0.18 AC. E /1 i 6. INSTALL BIORETENTION SWALE PER ACHD BMP 30. REFER TO ROADWAY SECTIONS ON C2.00 FOR DIMENSIONS. 0 20 N. Joy Street Sta 10 + 00=Sta 14 + 40 40 O 7. PERMEABLE PAVERS. SEE DETAILS 1 -5/C2.50. (SHEET C3.02) Horizontal Scale: 1" = 20' CJ a) 8. CONSTRUCT 5-FT CURB TRANSITION. 9. CONSTRUCT 5-FT CURB TERMINUS. 2556 N. JOY STR ET: Sta. 9 80 - 14+6 2556 10. CONSTRUCT 4-FT WIDE VALLEY GUTTER PER ACHD SUPP SD-708. O HORIZONTA SCALE 1" 20' 1 Q = � VERTICAL SCALE 1" - 1 11. CONSTRUCT 12 IN RIBBON CURB PER DETAIL 6/C2.00. CD 2554 2554 12. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFERUJ z TO ISPWC SD-301 AND ACHD SUPP SD-303 AND SD-806 FOR ALL ASPHALT J c0 REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. SEE = J 0000 ACHD ROADWAY NOTE 1.2.5 ON SHEET C1.00 FOR ALL PAVEMENT 2i 0 o m MATCHES IN RIGHT OF WAY. COORDINATE WITH IPCO FOR JOINT-TRENCH o+ o 00 UNDERGROUND POWER ROUTING. Q 2552 � o N U 1 2552 CnN T � o � N Curb and Gutter Legend: o w CDw � � � 1 g CZ r N (n N N 06 C w N N 1 0 - - 3" ROLLED CURB AND GUTTER PER ACHD SUPP SD-702 CD T lr__� m Revisions CD w tua 2550 Cn N 1 d 2550 - - 3" REVERSE PAN ROLLED CURB AND GUTTER PER m J CD w ACHD SUPP SD-702R 1' y .1.61% EXISTING GROUND AT CENTERLINE 1 6"VERTICAL CURB AND GUTTER PER ACHD SUPP -0.47% ___ SD-701 2548 ---- ----- ---- ---- -0.40%---- ---- - - --- ---- ---- --- 0.40°i° 2548 PROPOSED GRADE AT CENTERLINE 2546 2546 _ APPROXIMATE HIGH GROUNDWATER ELEV 2544 - _ _ 1 2544 �s-ONAL E \cENSF�NG'l� 2542 1 2542 2139 1 06/03/2025 LggTF OF EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION 1 CyE K.Vi AT CENTERLINEI F AT CENTERLINE 2540 T T 2540 Project No.: 121130 C�'J m m co Ln r_ m co Ln r` m co "TN CD00 co V N _0 0� m r` co r` LO cfl ,S, Ln `3: co co C? N N r N CD N m N m N r` r � r co CD C,r` o am m 00 m r• CD co r co N � r co o Date of Issuance: 05.08.2025 o C6 o C6 o 6 00 06 o C6 o C6 o C6 m C6 m 06 o C6 m 1 m 1 m 1 w w lr_� OC) o r` r; r` C6 r` C6 r` 00 r, 06 r` v v v cr, L, cr, L, cr, L, cn LO cr, Ln Ln Ln Ln Ln LnnLn LnLO cn L, cn LO cn L, cn � �, LA cr, Ln cr, Ln LnnLn LnnLn cr, L, _0 � _0 �, Project Milestone: CONSTRUCTION DOCUMENTS N N N N N N N N N N N N N N N N N N N N N N N N N NNN N N N N N N N N N N N NNN N N 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 N. Joy Street Sta A o 8 10+00-Sta 14+40 E c aE� C3mOO ego