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HomeMy WebLinkAboutPZ - Utility Plan Fairview Ave I I W � I 0 ir kn o ti ne design N ° � 2615 20 0 10 20 40 ARCHITECTURE 5 410 LF 615 A-- —_---_� fV 1� 2615 0 �i 5 '� - a o 725E 2nd St W o � � � � — �-� SCALE IN FEET � � '—ram 4 / TOE-- — — Meridian, ID 83642 TOE------ e� 1 =20 n 824 W � 7 � z61sti - � W W � 4 i 7 xi� - CONSULTANT 7 i 7 N EP W I TOP - 7 7 1 7 EP E a o 3 8 " 2 � I I -- .2615 o _ o • F- - — ROCK SOLID CIVIL - roE , d i Civil Engineering and Land Development Consulting 2 O 270 North 27th Street,Boise,ID 83702 Office Phone:208.342.3277 www.rocksol idcivil.com Qi ~ 9 APARTMENTS I Qi U Doti THIS DOCUMENT IS THE PROPERTY OF I � i II II II 8 APARTMENTS � `� _ EP EP EP EP T e NEUDESIGN ARCHITECTURE,LLC AND -EP- -EP- o EP,L_ Ep EP — — — I j N I IS NOT TO BE DUPLICATED WITHOUT � �W W I WRITTEN AUTHORIZATION. oN ©NEUDESIGN ARCHITECTURE LLC LU a ti v E�00/ ' or 10 10 �N 10 " N 10 N -261s N 10Ln a 10 10 10 " r1U " Plans Are Accepted For Public z 4+00 -1 j � I / P 0 2 S 2616 5+ 0 2+00 Street Construction Ee W s s J s s s s s s S s --F--s s s 3 00 — — ::� s SS6 B-1 - s s s -s- - � ' / o 5 By stamping and signing the improvement plans, the Registered o L� 3 3 5+95.00 0.00 Lt. `� 2616 0 1 / Q __, T — _ gyp— DRAINAGE 9 2615�- _. �' �P �61s, 26 Engineer ensures the District that the plans conform to all District - — « C4 FOR_ _ v — — — — — — — fP policies and standards. Variances or waivers must be specifically W _ �s s�_ — EELS C3 EP - - - - - - — — - - p p y a B EP - �' -SD �D- -�Q - EP SSMH A-1 and previously approved by the District in writing. Acceptance of D SD SD SD �B- �pSD—LSD - - II I O C —OHP_ — -OHP _ OHP O OHP P o OH HP OHP OHP OHP OHP OHP �sd 4______ - _ o - — — . 00. ' Lt. he improvement pan by he District doe not relieve the - — T' 2+00 0 00 t v s t s - — — — — — — — — — — — — — — — — _ `= �c �HP� H Registered Engineer of these responsibilities. 0 0 — OHP (�- - P/L — — — — _ _ _ j aS BY DATE: — — — — — — — — — — — — - : - ADA COUNTY HIGHWAY DISTRICT O I - w 3 ti o � U Q i I I I III III I � J Ln III \II Q W ~ I I I I 51�I III I � II III LLJ it ! II n� �ti III z LU KEYNOTES UTILITY NOTES 3: 1. CONTRACTOR TO COORDINATE LOCATION OF THE JOINT TRENCH AND O1 UNDERGROUND GAS LINE-USE CAUTION Q O W SUBMIT PLANS TO THE ENGINEER FOR APPROVALS. > OEXISTING 8"WATER MAIN z Q 2. ALL WATER VALVES SHALL BE PER I.S.P.W.C.SD 408. O OREMOVE AND REPLACE SIDEWALK SECTION AS NEEDED(CONSTRUCT PER ACHD SUPP SD-709) 3. SITE CONTRACTOR TO EXTEND WATER SERVICES AND FIRE SERVICES w LU 3: Q ® INSTALL 8"TEE(MJxMJxFLG) AFTER THE WATER METERS TO THE BUILDINGS. w — 0:� Q 50 INSTALL 8"GATE VALVE(FLGxMJ) 4. THE FIRE SPRINKLER CONTRACTOR MAY DOWNSIZE THE INDIVIDUAL Q > : FIRE SUPPRESSION SERVICES AS NEEDED. LLI © INSTALL NEW 8"C-900 WATER MAIN Z 5. WATER MAIN SHALL HAVE 4 FEET(4')OF COVER. J ^� LO LO W O7 INSTALL 2" DOMESTIC WATER SERVICE WITH 2"METER AND SETTING, EXTEND SERVICE TO CALL BEFORE YOU DIGS( L.L O C BUILDING.DOMESTIC WATER SERVICE FROM SETTERS TO BUILDING BY OTHERS 6. WHERE CONSTRUCTION IS LOCATED WITHIN A PRIVATE DRIVE, U H CV CONTRACTOR SHALL SECURE INDEPENDENT COMPACTION TESTING ° CALL DIGLINE INC. ® INSTALL 8"x2"SADDLE,2"THREADED GATE VALVE AND 2" IPS,PE,250 psi FIRE LINE ON TRENCH BACKFILL AND SUBMIT TEST RESULTS TO MERIDIAN PRIOR TO COMMENCING PROFESSIONAL SEAL PUBLIC WORKS. UNDERGROUND WORK Know what's below. 19 NEW 8"SDR-35 SEWER MAIN CaII before you dig. 208-342-1585 10 INSTALL"TYPE A"OR"TYPE B"SEWER SERVICES AT 2%MIN. PER I.S.P.W.C.SD-511 WITH 6" pNAL SEWER CLEAN-OUTS)(TRAFFIC RATED LID IN PAVED SURFACES)AS SHOWN ON PLAN SSG\S Tf FNc��L 10'69 2 p SCALE 9TF OF \ VERT.: 1" =5' 2620 2620 NO. DESCRIPTION DATE EXI TING GROUND Al SEWER CENTERLINE 2615 — z — — _ r 2615 2610 2610 392 LF OF 8" SDR-35 @ 0.60% (395 LF C - C) 2605 T- 2605 N r- l0 2600 k.0 00 2600 O c/) N + 00 " °CON UTILITY PLAN Nc-1 = L j CD Z 2595 2 < >> M. M o 2595 & PROFILE cn c/) OC z = cV fV 0 Z Z Q :� > > > N N E Z Z Z 2590 2590 NOTE: - STATIONING RELATIVE TO SEWER CENTERLINE - CALCULATE GRADE FROM CENTER OF M NHOLE TO C 6 2585 CENTER OF MANHOLE 2585 6+00 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 JOB NUMBER RSc20-81 DRAWN BY JF