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HomeMy WebLinkAboutPublic Utility Plan m I v m I T°F�� °O - - - TO _ coy TOE d� - - - - - - - -T � F_ -TOE- - - TOE- - - TOE- - -TOE TOE TOE - - -TOE TOE �O T9E TOE 70E- o TOE TOP�TOP�TOP-TOP -TOE -ED�ED ED Ep TOP TOP TOP TOP TOP TOP TO TOP T \ �p ED ED ED ED ED ED ED ED ED ED ED EbOP- TOf\\ ED OP TOP ED ED ED ED ED ED ED ED ED ED EPj ED ED ED ED p TOP_ TOF TOP TOP TOP TOP TOP TOP ED ED D Fp Top \ TOP TOP TOP TOP O!' TOP TOP TOP TOP T 2 5 SKY PILOT DRAIN �roP Top ED -D T\\ °F\ \ S ° Tppf\\ FO\ Tpp \ 48"GI 48"GI 48"GI 'GI° Top 5 \FO Tpp 1 1 \Fp F° \\ (n EG EG EG EG EG EG EG EG 0 Tp\ TOp TO\ dto I p F \ jOP` - TOP TOP TOP TOF- TOP TOP TOP TOP TOP TO��TOP TOP \FO FO \ } 8"W- -'- --�r�8„W 8„W 8„W 8„W 8„W 8„W 8"W 8'W TOP \ m TO -TOP TO\ TOp TOF.\ EG EG EG EG EG EG EG TOP Tpp cr_ ° \ TO \ T°p \OA W FO FO\ -0U 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOp T°- - - - - - - - - - - - - - - - - _ 48" SSMH # _ p\ z 10 RIM:2533.47 I \0 IN, 3 A STA:5+08.35 T° 00 DEPTH:18.0' \ A PRELIMINARY ENGINEERING NOTES 8" INV OUT:2515.50 8" (S) w \ m N w \ \T IN, DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE 0. EXISTING WATER MAINS IN USTICK ROAD AND McDERMOTT BYPASS. PI PI \ \T \ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE FUTURE PROPOSED SANITARY SEWER MAIN IN °o I \ °p\ USTICK RD. a I w w SKY PILOT DRAIN EASEMENT \ _u N s I I \\\ Tp„ 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. \ \ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF '00 \\ T� MERIDIAN REQUIREMENTS. 3 38.5' w w N"1-1 5. USTICK ROAD AND McDERMOTT BYPASS SHALL BE PUBLIC STREETS OWNED AND MAINTAINED BY ACHD. ALL OTHER ALLEYS AND STREETS SHALL BE PRIVATELY _ \ OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. \ ° 18.5' ° r 3 I \\ 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREETS SHALL BE COLLECTED AND ROUTED TO STORM FACILITIES THAT MEET ACHD'S AND THE CITY OF I w w I \ MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN -0 •s ,° I \\ PHASE. 3 m° 7 \ -a 7. THE PROPOSED PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 3 w coo °° w 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: DRAINAGE, SEWER, WATER, s o AND PRESSURE IRRIGATION. N I © I 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. > CL °` I W : 00 W 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. 'u 00 s 11. THE PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL DESIGN. Q o N w o 3 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING FINAL DESIGN. Z w 00 -0 I J I 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL DESIGN PHASE. N aI u � � w I 3 w w I °° KEYNOTES (TYPICAL) 7 SEE PROFILE SHEET PP4.1 I 1. CONNECT TO EXISTING WATER SYSTEM. I 3 3 2. STUB WATER MAIN FOR FUTURE EXTENSION. co 3. CONNECT TO EXISTING SEWER SYSTEM. 10 48" SSMH #1 SEE PROFILE SHEET PP4.1 I 4. STUB SEWER MAIN FOR FUTURE EXTENSION. RIM:2535.04 5. SKY PILOT DRAIN DITCH TO BE PIPED. A STA:1+91.50 m FT 6 B STA:1+00.00 6. USTICK ROAD FRONTAGE IMPROVEMENTS TO COMPLETED BY ACHD AS PART OF USTICK ROAD WIDENING PROJECT PRIOR TO CONSTRUCTION OF SITE. S ` °° + DEPTH:21.5' 7. McDERMOT ROAD IMPROVEMENTS TO BE COMPLETED WITH PROJECT. SEE SECTION DETAIL THIS SHEET. r�c� 8" INV IN:2513.60 8" (W) 10 3 • s � 8" INV IN:2513.60 8" (E) 8. SEWER DOES NOT CURRENTLY EXIST. SEWER MAIN IS A PLANNED PROJECT TO BE COMPLETED IN 2026 AS PART OF A TOLL BROTHERS SUBDIVISION. m N � 2+00 8" INV OUT:2513.50 8" (S) I 9. WATER MAIN STUB DOES NOT CURRENTLY EXIST. WATER MAIN STUB IS PLANNED TO BE PROVIDED BY CITY OF MERIDIAN WATER PROJECT TO BE COMPLETED s EG EG EG EG EG EG EG EG EG El EG 2 IN 2026. 71 9 ° I `�� $ W 8 w 8 w $W $W 8 W 8"w s"w $"W s"w 8"W 10. 20 FT WIDE GRAVEL ACCESS ROAD PER MERIDIAN STANDARDS. N 9°' 72.85' of 8" PVC 0 0.41 Q 3 48" SSMH #2 1 0 SEWER LINE B 2 00 �� �\ 11. PROPOSED PRESSURE IRRIGATION WET WELL AND PUMP. RIM:2535.19 " " „ !„ SEWER LINE B 4 >_ I N ° A STA:2+68.35�- SEWER LINE A -EG EC. EG EG EG- �^ �^ o0 m rl s • s DEPTH: 90 qQ1 197.58' of 8" PVC 0 0.40%�0-1 O� 8" INV IN:2514.00 8" (N) 48" SSMH #4 " 13.56' of 8" PVC 0 0.52% 8" INV OUT:2513.90 8" E B STA:3+01.58 p ( ) I RIM:2535.63 N ' I` • s `° 6 3 z I DEPTH:21.2' w 8" INV OUT:2514.40 8" (W) 1° • ° ui RIW s ,9/w�_•R/w` `R/w°1 ° R/vw� �R�w R/w ° Rjip° °R/�o�° ` R ° R � 6 38.5' RIGHT-OF-WAY m Z a1< s s S ° R/W ° R R/W R/W R/W R/W N 1 s • ° °s ° 5' PLANTER 5' PLANTER 18.5' CL-TBC 10' SIDEWALK FUTURE PROPOSED SEWER STUB 'a0 Wwww EXISTING SECTION � - i - - - - - -- il - - - - - - -- - -- -USTICK ROAD- -- - - -- - -- -- -- z - - 8 G wG 2s 18"s io"s , 4�s" \\ \ ' 'F�s " _ _ __ __ ' FUTURE PROPOSED 337.00' of 10' PVC ® 0.28% 1° _ _ _ _ _ / 3:1 MAX. - - _ _ USTICK ROAD FUTURE PROPOSED 398.00' of 10" PVC 0 0.28% � -- 8 - -- - - - - - ---- --- - ---- ----- --- - -- - - - - - - \/� \/� \ .\ \ \ \//\//� �� 6" VERTICAL CURB SLOPE TO -EP $ Q EP EP EP EP- ASPHALT PAVEMENT AND GUTTER, TYP. EXISTING 3 COMPACTED SUBGRADE o �T T N T T EP T EP T EP T EP T EP T�P T EP T EP EP T P T EP T EP T EP T EP EP T EP T EP T \ -T-T ` P�T- T T TT 3 4"-MINUS CRUSHED AGGREGATE BASE 44 x 48" SSMH - PROPOSED FUTURE 6" MINUS PIT-RUN SUBBASE m 3 RIM:2537.12 0 N A STA:1+00.00 a o DEPTH:24.3' W 8" INV IN:2513.13 8" (N)10" INV IN:2512.96 10" (E) McDERMOTT BYPASS SECTION � I o 10" INV OUT:2512.86 10" (W) /D 3 SCALE: NTS � N N N N H Z Q Q 2 O_ l7 0 l7 w M U TI K SUBDIVISION ZONAL z MERIDIAN, IDAHO �o��5��1 S TES PRELIMINARY ENGINEERING PLAN d 11 0 REVISIONS ENGINEERING 3 NO. ITEM DATE � 0j'' 1 5725 NORTH DISCOVERY WAY z LP K4` BOISE, IDAHO 83713 PHONE(208)639-6939 w 12/15/25 kmengllp.com w DATE: 12/15/25 0 30 60 90 PROJECT: 25-106 0 Plan Scale: 1" = 30' SHEET NO. N d 2544 w 2544 2544 2544 O _ z�- o `- o w .. o 2541 o O U) O .,v 2541 2541 2541 � MN 0 00 0 _ Co o I CNN lei � � O O V) 00 O 00 O O 00 M O � r. O ?r W 2 +N Z Z O c0 c0 toO M (n O �...: O O O 04 N �co 00j o � LO Lq 2538 +ro "' "' +LO "' D O 2538 O � (0 r) 2538 NZZ O MNNZ o o 2538 O'tr6rri �n +� D NH > > > >Z >Z J _ g MN� O NN U)� MM EXISTING GROUND (. Z) N >+V) zz nn 0 N Z_ 2535 \ — - - - - - - - - - - - - - - ��� Z 2535 2535 — — — — — — — — - - - . - - - - 2535 II 2532 2532 2532 2532 II 2529 II 2529 2529 2529 II 2526 2526 2526 2526 II II 2523 2523 2523 2523 II 2520 II 2520 2520 2520 II 2517 2517 2517 2517 I I 72.85' of 8" 236.00' of 8" PVC ® 0.64% PVC ® 0.41 II 13.56' of 8" PVC ® 0.52% CALCULATED INVERT 2514 AT STUB: 2513.43 2514 197.58' of 8" PVC ® 0.40% 2514 111 7 2514 10 LJ 2511 2511 2511 2511 00 c0 N MN N M N 0) 't M MM 07) totoN 00 CO Mn M M � 0 O M N P- N M M O c0 O M M n LC) M M M M M M M cD CM M M M M M M O N (0M M M r) M M M M M M M M MM MM M � MM M M MM M M M M r) M M M M M� u M M � N N � M MM M M M M MN N N N N N N NN N NN N N N L N M N M N M N M N M N M N N N N N N N 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 0 a m SEWER ALIGNMENT SEWER ALIGNMENT B LL 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 0 d ° Profile Horizontal Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Profile Horizontal Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 N O N N N N H Z Q Q 2 O_ l7 0 l7 w M U TI K SUBDIVISION ZONAL z MERIDIAN, I DA H O IS TO PRELIMINARY ENGINEERING PROFILES d 11 0 REVISIONS ENGINEERING 3 NO. ITEM DATE � Qj'' 1 5725 NORTH DISCOVERY WAY z LP K4` BOISE, IDAHO 83713 PHONE(208)639-6939 w 12/15/25 kmengllp.com w DATE: 12/15/25 0 PROJECT: 25-106 SHEET NO. 0 N d