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CC - Stonemont SS-1N 40 20 0 40 80 120 SCALE IN FEET 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 1 266 266 265 265 264 264 264 263 263 �.. 262 STATION 5 bU 15 ZU 14 bU 14+4U 14 UU 1.5 b0 16+2U 12 bU 1 4U 1 UU 11 bU 11 ZU 1 U bU 1 U 4U 1 U UU y+b 4 vi N Z z O W �� 'c ot..• � N Z U •� O LJ. � rn � p .� � �o W UV ; j U > 4 o � m W m •M�� y ,v O rn :e �— EN4� U)o w Q im'^ V` w z 06 C_7 z rr C) w w C) �•– �Wo- U z j1 O o �b�o In a. rn c m��`0 m -o co 00O � n v /'�/ y a � y O O 6i� N CO _ U _ OIE O i1 N 00 N O 3 a p N LLQ pa o==o 00 W`m v A h o r n II co N o + 11 , O n C C O C> 2.2 —j O U 0 a _O '� .V �o j w II W QU �° CO�%O� Go O o ? 81s, a 00}0/� C U O �N C y N N C¢ a V) 0y0 d 3 = o O �2 O U N .�. • a � w ,^ y N 00 z 00 Oo N o U •y w N _ O O C O .9 EXIST/ G GROUND AT C E V 3 E H � A'D •U '3 o N ` N C � U W O L C O O E U U O 200 Z V) V)d Of cn 00 I lq-mBASE � — — ! 1 --- 26477 --- ---- ---- ----- `- ---- !l---" --- --- ----- —`-`--- ---- - --- - - ----- ---- — -- ---- 647.7 ---- '• I I 17.00 LF 8* PV 0 0.779; I I 43.59 LF 8m PVC 0 0.769 Lj 8 C 0 0.759 - Z �� Wqr – - — -,--` O O O __ W 1 co Co 04 CV ^ O , a I� II M M o� N 2 Z� u u �Z if 1 00 co 00 03 1 5+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11+160 11+20 10+80 10+40 10+00 9+6 b N 2646------- ............ 1 III' III(nlI1.. .... --•__ - - :_-.. 8'l, `� ?s ?6 ? _ ... 1650 :::... _ 9 A 2s46 ............. g g N-OUTz ------ C CV LEA — :'::.. _... I . ...:...... I= 2643.26 :::::::...:::::.:::......... ::.. X� ......"' .. ti� 0 8 , �I . .... . ..... .... 0 :''.'• ( peas -........ 648 STA = 14+43.20 2s STA=10+66.81 •..:..:...-.:•.....•.. SL= 62.1' ........... _ .... I c SI= 2645.00 •-- �6y� ti�h\ ti ` ' ...: •�- - .• -• •-..•. • � � �.-� 6h6 . �8� - ry�h 2653 CLEAN-OUT.. .. , o ; I STA = 264 .75 �% b - w I SIv \\ '•::`:`::`_;`;:_ -'::'.;;.�.:��::.. FF= 2650.0± ❑ \ wS1pBin MSs•aA.Pt ... 2646 -y I uu J CLEAN—OUT SI= 2643.6264x• :, I No ' 681 (. .................... ....I: SLA 52180' 6 2ssa•......... I I= 2; 47.7: ................IV. ti 91 g. 91 STA = 12+36.20 SL= 220.6' SI= 2646.50 FF= 2651.5± AMS AVN .. . _ �� we 2654 NOTES 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 2. COORDINATE ALL WORK WITH UTILILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 3. ALL JOINT TRENCH LOCATIONS ARE APPROXIMATE. EACH UTILITY WILL NEED TO BE FIELD VERIFIED AND LOCATED. RELOCATE/REMOVE AND DISPOSE/ADJUST GRADES AS NEEDED. TO BE DETERMINED BY UTILITY COMPANY AND DEVELOPER, 4. PROTECT AND RETAIN ALL UNDERGROUND UTILITIES LYING ADJACENT TO THIS SITE. 5. COMPACTION TESTING AND INSPECTIONS OF THE TRENCHES ABOVE THE PIPE ZONE FOR SEWER, WATER AND STORM DRAIN FACILITIES SHALL BE PERFORMED BY A TESTING QUALIFIED TO PERFORM SUCH INSPECTIONS IN ACCORDANCE WITH THE ISPWC. ALL RESULTS SHALL BE SUBMITTED TO THE ENGINEER. LEGEND r r w 2"CW 2' WATER SERVICE 4"FS 2' FIRE SERVICE 0 0, .a "S 8" SEWER MAIN 4'"SVC 4" SEWER SERVICE man== SEMEN= mommumms FI_OODWAY — — PROPERTY BOUNDARY NOTES D ?664 Wei toveJ 652 ?648 m D ?644 0 640 ?636 632 ?628 1. POTABLE WATER NOTE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ADDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE CITY OF MER/D/AN WATER SUPPLEMENTAL STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 3. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. NOT APPROVED FOR CONSTRUCTION DATE: 07-12-18 Q. d- rn cz d o yo I r co Ld N ^ ©U) o �v LQ QFr `o (A Q o �•. V0 CIO c� o w z�CD 0 04 N v 0 0 r r w J L aca t=:: W O Ov > m LLJ O w O N m O uj O -0 C T L vi N Z z O W �� 'c ot..• � N Z U •� O LJ. � rn � p .� � �o W UV 000� j U > 4 o � m W m •M�� y ,v O rn :e �— EN4� U)o w Q im'^ V` w z 06 C_7 z rr C) w w C) �•– �Wo- U z j1 O Q a. rn c m��`0 m -o � •N U � U � 2 v /'�/ y a � y O O 6i� N CO _ U _ OIE O i1 N 00 N O 3 a N LLQ pa o==o 00 W`m v A h o r n 0 Z'2? O n C C O 2.2 —j O U 0 a _O '� .V �o Eoa Q QU �° CO�%O� Go O o ? 81s, a C U C y N N C¢ a d 3 = o O �2 O U N .�. • a � w z U •y w N _ O O C O .9 Q C E V 3 E H � A'D •U '3 N ` N C � U W O L C O O E U U O Z Q. d- rn cz d o yo I r co Ld N ^ ©U) o �v LQ QFr `o (A Q o �•. V0 CIO c� o w z�CD 0 04 N v 0 0 r r w J W oow� LLJ O w O N m O � W W J N O 3 = m z vi N Z z O z� z O Z (;2 O Z O O �o W z o Z� Zzz� j w r Gj o � m W m C) r �— EN4� Q. d- rn cz d o yo I r co Ld N ^ ©U) o �v LQ QFr `o (A Q o �•. V0 CIO c� o w z�CD 0 04 N v 0 0 SCALE 1 "=40' DWG. DATE 7/12/18 PROJ. NO. 180205 SHEET 1 OF 1 ss -1 170413-UTIL.DWG J LLJ O E4Z z a' 0 z� -8 o� (;2 Q z oz ~0 �o WU N Q ZA o4 w C) � z �— EN4� U)o w Q im'^ V` w z 06 z rr C) w w C) J rw v ) SCALE 1 "=40' DWG. DATE 7/12/18 PROJ. NO. 180205 SHEET 1 OF 1 ss -1 170413-UTIL.DWG