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HomeMy WebLinkAboutPZ - Utility Plan Wilson Street SEE SHEETS C3 & Ws Ws Ws�J� C4 FOR GRADING -=- � & DRAINAGE -s SEE SHEET C6 FOR WATER ACHD SIDEWALK EASEMENT C/L P/L 2615 3' 23.5' VARIES 20.95'TO 21.56' o `^ 1+98.69 19.50' Lt. 2' 39'BC-BC TVC: 2613.33 SEE SHEET C6 LIP: 2612.92 ANGLE POINT I� 10 ass FOR SEWER WS WS WS 1' S' 2' 17.5' 17.5' 2' S' 1' R/W R/W R/W R/W R/W R/W J(� N 2+ 1 ' L . ` o o SS SS 38 69 9 50 t ,, , _2% 2�- „ n e design 1+95.26 19.56' Lt. �� VA VA � "� vv v� TVC: 2613.32 I TBVC: 2614.37 \\\\\\\\ \ \/\\/\\/\\//�/,�/ ARCHITECTURE LIP: 2613.96 ,,i��i��i/�i�/i�i� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / /�/�/�ii a1 LIP: 2612.90 z6I4 725 E 2 n d St LOW POINT 8 31 LF 2+40.00 19.50' Lt. 5'WIDE,5"THICK SIDEWALK \ �\ \\\\\\\\i\ \�\�\\,�\.\,\\\\,\\,\\,\ /i,/./ \/i\/ / , 5'WIDE,5"THICK SIDEWALK 4 1+93.06 19.60' Lt. N TBVC: 2614.41 PER ACHD SUPP.SD-D09 PER ACHD Meridian ID 83642 tit o LIP: 2613.99 2+99.71 19.50' Lt. 2.5"ASPHALT,SP3,0.50 208.884.2824 TVC: 2613.5± J= 13.63 144;7Z. 28 EXTEND BASE 6"BEYOND INCH (1/2")MIX,PG-58-28 EXTEND BASE 6"BEYOND LIP: 2613.0± TC/TA/TVC TC/T TVC: 2615.60 BACK OF CURB LIP: 2615.19 BACK OF CURB 4"OF 3/4"MINUS MATCH EXISTING Yp CONSULTANT L� 6"VERTICAL CURB&GUTTER 14"OF 6"MINUS PIT RUN 6"VERTICAL CURB&GUTTER 10 0 5 10 20 14 PER ACHD SUPP.SD-701 PER ACHD SUPP.SD-701 3 �I O ° R/W R/W R /W R/W R/W R/ R/W R/W R/W ° 11 SCALE IN FEET 3 4 7% © �8.33% % 1.75% S 1.75%1 =10' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ = WILSON LANE STREET SECTION ROCK SOLID CIVIL 13.04 2.6% ^ 13.69 9 2.0% 2.0% (LOOKING EAST) Civil Engineering and Land Development Consulting 2 CC CC I 21 270 North 27h Street,Boise,ID 83702 9 O 4 4 20 Office Phone:208342.3277 N ti� I = www.rocksolidciviLcom w W W W w u �� W w W W w w w W w NTS- 2613 I 16THIS DOCUMENT IS THE PROPERTY OF 1 16 11:00:LF 19 a NEUDESIGN ARCHITECTURE,LLC AND N _ u 7 LF w IS NOT TO BE DUPLICATED WITHOUT WILSON LANE 2 �� 18 12 WRITTEN AUTHORIZATION. .00/o 2.00/o U) m w F ©NEUDESIGN ARCHITECTURE LLC Plans Are Accepted For Public �ILU Street Construction 1+50_ _ 2+00 2+50 w � 3+00 Q = UBy stamping and signing the improvement plans, the Registered Z ~ 7 Engineer ensures the District that the plans conform to all District N 1 ? �� 15 0 ° Z policies and standards. Variances or waivers must be specifically 14 00 titi 2.00% § 2.00/ and previously approved by the District in writing. Acceptance of 13 LU LU the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. S S S S S S S S SS S S S S S S S S SS w� EXSSMH-1 �61s BY DATE: �619_ 1+93.41 8.18' Rt. 36LF 8 SSMH A-1 SSMH A-2 o ADA COUNTY HIGHWAY DISTRICT p 0 2+19.41 8.18' Rt. 2+96.21 8.18' Rt. ( UTILITY NOTES 7 1 4 4 .6% -2.0% -2.0% 1. CONTRACTOR TO COORDINATE LOCATION OF THE JOINT TRENCH 7 - - 11 AND SUBMIT PLANS TO THE ENGINEER FOR APPROVALS. L - - - - - - - - - - r - - - - - - - - - - - 0 2615 2. WATER MAIN SHALL HAVE 4 FEET(4')OF COVER. O m 5 �1.75% if O 1.75% O 2. ALL WATER VALVES SHALL BE PER I.S.P.W.C.SD-408. U ____14_ 3. WHERE CONSTRUCTION IS LOCATED WITHIN A PRIVATE DRIVE, J CALL BEFORE YOU DIG! 2 2+40.00 19.50' Rt. 15 CONTRACTOR SHALL SECURE INDEPENDENT COMPACTION -R/W R/W R/W R/W R/W R/W o TBVC: 2614.41 TESTING ON TRENCH BACKFILL AND SUBMIT TEST RESULTS TO o = 2+99.7119.50 Rt. CALL DIGLINE INC. � � LIP: 2613.99 MERIDIAN PUBLIC WORKS. PRIOR TO COMMENCING 2+05.06 19.50 Rt. TVC: 2615.19 UNDERGROUND WORK 1+95.06 19.96' Rt. TBVC: 2613.50 2614___ GRADE BREAK LIP: 2615.19 w Know what's below. TVC: 2613.40± LIP: 2613.08 z Cal before you dig. 208-342-1585 LIP: 2613.0± ANGLE POINT w MATCH EXISTING 0 1+97.32 19.85' Rt. TBVC: 2613.46 LIP: 2613.04 LOW POINT V) O LLJ 0 > z < O SCALE w Q w > HCl 1" = 10' w � Lq w 2618 I� Lri 2618 Z _ w 0 O W �o � w > J Q w c� CIO " O_ U LL CV 0 Nko Q N N EXISTINGGR UNDATCENTERLI E Q J z KEYNOTES PROFESSIONAL SEAL O m x O m Q w N w w M r-1 w Lr; `� J FINISHED GRADE AT CENTERLINE 2616 a m N w (D O1 SAW CUT EXISTING PAVEMENT 2616 Q > ~ Q w Q _ OZ SAW CUT AND REMOVE EXISTING CURB&GUTTER AND SIDEWALK SS�ONAL FNc Q OC o c~ L N w C7' 2•0 /� O MATCH EXISTING CURB&GUTTER AND SIDEWALK ��G\S T f ® CONSTRUCT 6"VERTICAL CURB&GUTTER(PER ACHD SUPP.SD-701) 10 69 2 2614 / a n o O CONSTRUCT 5'WIDE CONCRETE SIDEWALK(PER ACHD SUPP.SD-709). 2614 s'ACj-Z-2I / CONTRACTOR TO VERIFY CROSS SLOPE NOT TO EXCEED 2.0%(NO TOLERANCES 9TF \OP ALLOWED) ✓ COS�E'�� r 1 © CONSTRUCT 25'WIDE CONCRETE DRIVEWAY APPROACH(PER ACHD SUPP.SD-710) 0.21% 2612 O7 INSTALL TYPE I INLET CATCH BASIN NO. 1(PER I.S.P.W.C.SD-601), 12" INV.OUT 2612 2610.46 NO. DESCRIPTION DATE I I III ® INSTALL 12" PVC(DR-32.5 OR EQUAL)STORM DRAIN LINE I O INSTALLTYPE I INLET CATCH BASIN NO.2(PER I.S.P.W.C.SD-601), 12" INV.IN/OUT2610.32 = I 2610 j I 1O INSTALL 1000 GALLON SAND/GREASE TRAP NO. 1(SEE DETAIL,SHEET C6) 2610 g� V\IATER I 11 INSTALL TYPE II SIDEWALK TERMINUS BARRICADE w/KICKPLATE AT BASE(PER ACHD I SUPP.SD-1132A) EXISTING 8"WATER I 12 INSTALL TERMINUS BARRICADE TYPE III (PER ACHD SUPP.SD-113213).THIS I ROADWAY TO BE EXTENDED IN THE FUTURE 2608 I 13 2608 CONNECT TO EXISTING MANHOLE,INV.=2603.93.ANY EXISTING CLEAN-OUT I AND/OR SEWER PIPE TO THE EAST SHALL BE REMOVED I I N I 14 EXISTING 10"SEWER MAIN I I I 15 INSTALL NEW 10"SDR-35 SEWER MAIN 2606 I23 LF Of 16 POTABLE AND NON-POTABLE WATER CROSSING(SEE WATER NOTE 2,SHEET Cl) 2606 �0" SDR-35 @ 0.55% 73 LF OF 10" SDR-35 @ 0.55% (77 LF - C) I I (26 LF C - C) 17 CONNECT TO EXISTING WATER MAIN AT TEE I I I 0 18 INSTALL NEW 8"C-900 WATER MAIN 17 2604 EXISTING 10"SEW i 1 19 INSTALL 8"TEE(MJxMJxFLG) 2604 _ ____________________ ______ 20 INSTALL 8"GATE VALVE(FLGxMJ) � 21 INSTALL TEMPORARY BLOW-OFF ACHD 00 kD FRONTAGE °° 2602 PLAN & 2602 � � � M .. O W rn N 0 O rn " N N � o PROFILE N 00 N l0 Lf1 � NN 1000 w Z 1 O+1rH- � � rn rl O� 00 = N r,4 O 2600 ti _ Q + l0 ~ = 0) " � o0 2N " ozZ � 2600 + N N Z Ln NOTE: - STATIONIN RELATIVE TO STREET CENTERLINE Ln Q � > > > N N � Z Z Z W � � zzz - CALCULATE GRADE FROM CENTER OF M NHOLE TO C5 2598 CENTER OF MANHOLE 2598 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 JOB NUMBER 1 20-81 DRAWN BY JF