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HomeMy WebLinkAboutPUBLIC UTILITY PLAN V2DwN APPROVI OAR 07115 FU N%WF l: L)_ :D 22 — I 0 III M 20 0 10 20 40 d------------ W3�-0 III III SCALE IN FEET / a \ n 1"=20W III a �� . r, _ to l� ----- \\i --- --- ---- -- 3 N H w 8 APARTMENTS 8 APARTMENTS .... Q o w I ti EXISTING 8" 3 ti h.I I a WATER (117740) 3 Ln y _ 6 ------ -_---_- 5 TO 6 j ---- T D} _____ --------- - _ ___-_ ______ -0� ____ NnF —q ___________ 3 j 5 3 9� L" WS WS WS WS�WS 18 LF F SEE SHEETS C3 & C4 FOR DRAINAGEa F F�� F F F— WS WWS WS WS IZ z—F WSP m—WS F F F WSF WSF W F WF WS WS WS WS WS WS WS i� i 9 I 2 3 I `f I Plans Are Accepted For Public ~ Street Construction 3 5 3 S SSMH B-1 s 5 S 8 5 SS+00 s S 5 S 9 5 S 4+00 S S--'�" w—+S 5 21 LF 8 9 3+00 ry Q. s 5 s= S s 3 0 I a. a t e': the Fer3cl ftr s 5+97,940.00' Lt. m M — — I 394LF 7 S s i 3 S 9 I SMH A-1 +00.000.00' Lt. cd Encr.,., rre �:i letetl at :Mans .. pol rJ :.cn rJ e%an c �cr i o� so_o=tally �r W MW MW II �' I 9 — - a h I Iy I ei hr IY r --I rtry hccepzonce of o ____ _ o �- OHP O OHP 1° OH OHP— HP OHP OHP�— OHP OHP m N the ae�n- t r by tle C t ct does not relieve the Rey J Erg r r tY c:; r < Illties. RELOCATE POWER POLE — — —BHP— — srA_S+taHz10�01t— — —O — — — — —OHP—� — — — �— — .. S� �� RELOCATE FIRE Lt- .' OHP�y OHP- DATE: BYADA SERV.INV.=2606.77 — SERV: INV:=2605.57 � HYDRANT BEHIND I I COUNT! HIGHWAY DISTRICT NEW FED RAMP y _ SO r EXISTING 10" III EXSSMH NI6-166 WATER (119757) .III h 1+99.61 2a96'LL I I ®— I KEYNOTES UTILITY NOTES OUNDERGROUND GAS LINE - USE CAUTION 1. CONTRACTOR TO COORDINATE LOCATION OF THE JOINT TRENCH AND O INSTALL 8" TEE (MJ x FLG x FLG) SUBMIT PLANS TO THE ENGINEER FOR APPROVALS. O INSTALL 8" GATE VALVE (FLG x MJ) 2. ALL WATER VALVES SHALL BE PER I.S.P.W.C. SD-408. ® INSTALL NEW 8" C-900 WATER MAIN 3. SITE CONTRACTOR TO EXTEND WATER SERVICES AND FIRE SERVICES AFTER THE WATER METERS TO THE BUILDINGS. OS INSTALL 2" DOMESTIC WATER SERVICE WITH 2" METER AND SETTING (PER CITY OF MERIDIAN 4. THE FIRE SPRINKLER CONTRACTOR MAY DOWNSIZE THE INDIVIDUAL SUPP. SD-W4) FIRE SUPPRESSION SERVICES AS NEEDED. © INSTALL 8"x2" SADDLE, 2" THREADED GATE VALVE AND 2" IPS, PE, 250 psi FIRE LINE 5. WATER MAIN SHALL HAVE 4 FEET (4') OF COVER. O7 NEW 8" SDR-35 SEWER MAIN 6. WHERE CONSTRUCTION IS LOCATED WITHIN A PRIVATE DRIVE, CALL BEFORE YOU DIG! ® INSTALL "TYPE A" OR "TYPE B" SEWER SERVICES AT 2% MIN. PER I.S.P.W.C. SD-511 WITH 4" CONTRACTOR SHALL SECURE INDEPENDENT COMPACTION TESTING ON TRENCH BACKFILL AND SUBMIT TEST RESULTS TO MERIDIAN ® CALL DIGLINE INC. SEWER CLEAN-OUT(S) (TRAFFIC RATED LID IN PAVED SURFACES) AS SHOWN ON PLAN PUBLIC WORKS. PRIOR TO COMMENCING O9 POTABLE AND NON -POTABLE WATER CROSSING (SEE WATER NOTE 2, SHEET Cl) Know what's b2I0W. UNDERGROUND WORK CaII before dig. 208-342-1585 1O INSTALL 8" BLIND FLANGE (MJ) you SCALE HORIZ.: 1" = 20' w Z VERT.: 1" = 5' Q 2620 "i J z 2620 O J N FINISHED GRADE AT SEWER CENTERLIN EXIS ING GROUNDATS WER CENTERLINE N U 2615 — _ — — — — — 2615 6" DOWNSPOUT DRAINLINE 10 "DOWNSPOUT DR INLINE j 0 2610 2610 ATER 394 LF OF 8" SDR-35 @ 0.60% (39 LF C - Q w 2605 2605 w L11 U K tp O V) w ') 2600 N _V) 2600 W N O n V + O ? tp > N >00 Ln N O N m z 2595 ¢ > r 2595 Z 7) NOTE: - STATIONING RELATIVE TO SEWER CENTERLINE = N N Z a g ° > - LENGTH OF 1IPE IS CALCULATED FROM INSIDE FACE OF N N z z MANHOLE TO INSIDE FACE OF MANHOLE AND CENTER 2590 OF MANHO E TO CENTER OF MANHOLE (C - C) 2590 - CALCULATE SRADE FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE 2585 2585 SE ER LINE B 5+80 5+60 5+40 5+20 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 EVstudio 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT -46916 'MJT ROCK SOLID CIVIL C v I Eng nee.mg and Land Development Consulting 270 North 27th Street Boise ID 83702 Office Phone 2083423277 --k-liddwil.co. THIS DOCUMENT IS THE PROPERTY OF EV STUDIO, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © EVstudio, LLC T is U CD 'y U �/.-I U C Of� Z Q LU W > F LL W U LL Q PROFESSIONAL SEAL NO. DESCRIPTION DATE UTILITY PLAN & PROFILE C6 JOB NUMBER RSC 20-81 DRAWN BY JF