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HomeMy WebLinkAboutSite Plan SS\o N A L e�C E N S6 17381 UNION PACIFIC RAILROAD LINE TABLE sT o LINE BEARING DISTANCE w 9 P� - - - - - - _ _ L1 N89°08'00"W 94.42 � z qFl G. B��' S88 28 33 E 534.52� L2 N24°54'12"E 33.86 RAILROAD 414.51' - - - STORAGE 1 STORAGE 2 L3 N89°08'00"W 29.50 I 0 ® L4 N00°52'00"E 17.33 ) PROJECT o) LOCATION " BLOCK 1 - - - c., LOT 4 � ,< - M - CURVE TABLE 1 LO 68 SF 0.41 AC.± N CURVE RADIUS LENGTH DELTA CHORD BRG CHORD Q N BLOCK 1 w BLOCK 1 0 C1 208.50' 327.51' 90'00'00" S44°08'00"E 294.86' 0 co - LOT 3 0 I C2 20.00' 16.05' 45°59'18" N66°08'21"W 15.63' a W.FRANKLIN ROAD 104,302 SF N N BUILDING A 2.39 AC.± L _ C3 57.00' 190.00' 190'58'55" N41'21'50"E 1 13.48' Lu N89°08'00"W 120.00' ``� coo I o �- "' 0 C4 208.50' 87.47' 24-02'12" S77°06'54"E 86.83' Z. z o- z NLu 04 - ® 00 C5 208.50' 240.04' 65°57'48" S32°06'54"E 227.00' - I- o -BLOCK 1 -- N J C6 65.00' 27.27' 24*02'12" N12'53'06"E 27.07' �o � N LOT 6 o ( cn 0) - - 116,712 SF C7 57.00' 38.93' 39°08'09" S62°42'47"E 38.18' O BLOCK 1 2.68 AC.± - ( C8 57.00' 96.22' 96'43'00" N49'21'39"E 85.19' cn LOT 5 w � g 17,186 SF o - C9 57.00' 54.84' 55°07'46" N26°33'44"W 52.75' Lu t 0.39 AC.± o - - - N �< \ b \ VICINITY MAP 0 PU'91 TREET,, - - � z I NOT TO SCALE _ _ _ _ _ _ _ _ S8908'00"E 385.90' I\ 95.70', L3 _ N89`08'00'W 338.00' 47.90'1 TABLE A - UNIT BREAKDOWN PROJECT DATA N89 SITE DATA' 08 00 W 125.20 \ C2 U - � LOT BUILD. #OF 1-BED 2-BED 3-BED TOTAL - STORIES UNITS PARCEL NUMBER(S): S1 21 1 336065 (A PORTION OF) 0 G ® ( 5 REQUESTED ZONING: R-40 (HIGH DENSITY RESIDENTIAL DISTRICT) z G� BLOCK 1, LOT 8 I i' 6 A 4 44 12 56 PROJECT AREA: ±15.93 ACRES (GROSS) F o _ 58,587 S+ BUILDING B o 7 TOTAL UNITS: 390 UNITS (REFER TO TABLE A FOR DETAIL) BLOCK 2 e 1.34 AC._ LOT 1 0 8 B 4 28 24 4 56 DENSITY: ±24.5 UNITS PER ACRE 34,336 SF F o ® 0 9 F 4 28 24 4 56 0.79 AC.± ' I z 10 K 3 - 12 - 12 DIMENSIONAL STANDARDS FOR THE R-40 DISTRICT (PER TABLE 1 1-2A-8) Lo N 11 1 3 - 12 - 12 MINIMUM PROPERTY SIZE/DWELLING UNITS 1,000 SF Y BLOCK 1 ao MINIMUM STREET FRONTAGE 0' I r7 0 32,541 SF 0 BUILDING F _ _ _ �" F °M° z_ LOT 10 L� N o, 12 E 4 28 24 4 56 REAR SETBACK 12' v Lq w 13 " 1 CLUBHOUSE INTERIOR SIDE SETBACK 3' N -1 o !� N89'08'00"W 338.00' �,, j 0.75 AC.± o N <o S89°08'00"E 168.00' N89'08'00"W 170.00' Q p r, o = 14 C 4 44 12 56 STREETLOCAL BACK FOR GARAGE 20 ` 0 N - - m - - - - - - N o x �� 0 � � 15 D 4 28 24 4 56 COLLECTOR 25' - 0 0 BLOCK 1 z N m m ~ N 16 G 3 12 " 12 ALLEY 5' _ F- 00 J o STREET SETBACK TO LIVING AREA �' Lu � - LOT 9 BLOCK 1 M N - Lu 17 H 3 12 12 LOCAL 10' r 55,140 SF BLOCK 1 LOT 7 �o n z Q or- 0 18 1 3 - 6 - 6 COLLECTOR 20' V' ® 1.27 AC.± I LOT 13 38,711 SF o 3: " ALLEY 5' F 49,728 SF PROJECT TOTAL 200 174 16 390 STREET LANDSCAPE BUFFER 1.14 AC. 0.89 AC.± N o COLLECTOR 20' - - II c" PARKING REQUIREMENTS 1.5 2.0 3.0 10.0 ARTERIAL 25' W S89°0800" r' E 143.00' BLOCK 1 � - I ENTRYWAY CORRIDOR 35' W w 1 0 / I o o PARKING PER UNIT 300 348 48 INTERSTATE 50' _ o MAXIMUM BUILDING HEIGHT 60' V) BLOCK 2 Cr i (6 co 0 PARKING +GUEST 696 39 LOT 2 v~i w N = o N Ln u • N ( PARKING REQUIRED 735 PARKING REQUIREMENTS PER TABLE 1 1-3C-6 Z 39,218 SF J F o� S89°O8'00"E 189.00' j; 0 �o BUILDING C ,,, W `�'� w C7 STUDIO: 1.0 STALLS PER UNIT W 0.90 AC.± 00 0 0 a O 0 0 0 oc STANDARD PROVIDED 231 1 BEDROOM: 1.5 PER DWELLING UNIT, AT LEAST 1 COVERED a- N N �� - - N 0 O 2 BEDROOM: 2 PER DWELLING UNIT, AT LEAST 1 COVERED F o o � N CARPORT PROVIDED 363 3 BEDROOM: 3 PER DWELLING UNIT, AT LEAST 1 COVERED (, 0 0 b 4+ BEDROOM: 3 PER DWELLING UNIT, AT LEAST 2 COVERED O o o o GARAGE PROVIDED 150 Z I o CLUBHOUSE N z 0000 GUEST SPACE: 1 PER 10 DWELLING UNITS O BLOCK 1 cv 1 BLOCK 1 (o BICYCLE: 1 SPACE PER TWENTY-FIVE (25) PROPOSED SPACES J Q G T 11 _ LOT 14 00 PARKING PROVIDED 744 L•I„I _ 31�65 SF w ® 50,320 SF �I UTILITIES > N _' o `'� - - 1.16 AC.± COVERED PROVIDED 513 W 0.72 AC.± - o o (o WATER: CITY OF MERIDIAN Co - u 0 0 r- PARKING PER UNIT 1.91 Z _ � SEWER: CITY OF MERIDIAN 0 V,J - 00 04 Lo IRRIGATION: NAMPA & MERIDIAN IRRIGATION DISTRICT Q -- z 0 b REFER TO ARCHITECTURAL PLANS FOR BUILDING DETAILS POWER: IDAHO POWER 0 0 z V) ( NATURAL GAS: INTERMOUNTAIN GAS CO. Z 0 W � TELEPHONE: CENTURYLINK (� PUBLIC STREET B BUILDING E NOTES FIRE PROTECTION: MERIDIAN FIRE DEPARTMENT Q N ` _ N ® ® ( POLICE PROTECTION: MERIDIAN POLICE DEPARTMENT J W S89'08'00"E 168.00' S89'08'00"E 170.00' � 1. SITE PLAN HAS BEEN PREPARED BASED ON THE APPROVAL OF THE GASSER SOLID WASTE COLLECTION: REPUBLIC SERVICES or 2i J � 17.50' 0' w LAND DEVELOPMENT PRELIMINARY PLAT. W Q 2. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE 320.5 S89'08'00"E 143.00'- - 0o APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF PROJECT TEAM 0 - N - O `n ISSUANCE OF THE BUILDING PERMIT OR AS SPECIFICALLY APPROVED AND/OR Q _ 7 0 BLOCK 1- o REQUIRED. PROPERTY OWNER / DEVELOPER BLOCK 3 LOT 12 u') o 64 218 SF 00 ® 'n 3. ALL DEVELOPMENT WITHIN THE PROJECT BOUNDARY SHALL BE CONSISTENT NAME: GFI - MERIDIAN INVESTMENTS II LLC 0 LOT 1 F - - ® 00 WITH THE CONDITIONS OF DEVELOPMENT WITHIN THE DEVELOPMENT 1.47 AC.±- BLOCK 1 '� CONTACT: TREVOR GASSER 22,500 SF - AGREEMENT. Z z BLOCK 1' _ � _ � ADDRESS: 74 E. 500 S. SUITE 200 0.52 AC.± o LOT 18 0 5LOT 15 SF- 0) BUILDING D w CITY/STATE/ZIP: BOUNTIFUL, UTAH 84010 0 tA 4. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA & MERIDIAN IRRIGATION PHONE: 801.292.5000 U m 31,1 A . - c04 1.31 AC.± o DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS EMAIL: trevor@tgireaIestate.com - 0.71 AC. - oo N WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS g _ N z ® o ( AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SAID CANAL COMPANY. ENGINEERING Pi o z 5. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES CROSSING A LOT IS NAME: KM ENGINEERING, LLP. ' 0 THE RESPONSIBILITY OF THE LAND OWNER UNLESS SUCH RESPONSIBILITY IS CONTACT: MIKE BULTMAN, P.E. 0 - ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. ADDRESS: 5725 N. DISCOVERY WAY S89'08'00"E w CITY/STATE/ZIP: BOISE, IDAHO 83713 z ' S89'08'00"E 206.50LEGEND PHONE: 208.639.6939 320.50' <r � - EMAIL: mbultman@kmengllp.com V N89°08'00"W 265.17' N89°08'00"W 261.83' O BOUNDARY LINE LANDSCAPE ARCHITECT BLOCK 3 ~ 04 _ULL_ N I - - ADJACENT PROPERTY LINE 24,40T 250 SF \ � BLOCK 1_ - - -oo =- = BLOCK 1 0 ( - - - SECTION LINE NAME: KM ENGINEERING, LLP. LOT 17 ai o CONTACT: ALYSSA YENSEN, PLA \ 0.56 AC.± \ \�S 37,143 SF '2 LOT 16 M LOT LINE ADDRESS: 5725 N. DISCOVERY WAY -0.85 AC.± 36,395 SF ® CITY/STATE/ZIP: BOISE, IDAHO 83713 PHONE: 208.639.6939 „ v 0.84 AC.± w BLOCKI o SURVEY CONTROL NOTES EMAIL: ayensen®kmengllp.com 0 0 I iv o 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE ARCHITECT b0 o I SYSTEM (IDAHO WEST 1103) AND NAVD 88 VERTICAL DATUM. \ \ \ BUILDING H N NAME: TAO m BUILDING G z CONTACT: DAVID RUBY, AIA a \ \ C4 ADDRESS: 499 MAIN STREET 199.67' _ _ 261.83' INDEX OF DRAWINGS CITY/STATE/ZIP: BOISE, IDAHO 83702 _ 50.50' .639.6406 EM�INE da$ ®tao daho.com o N89°08'00"W 51 2.00' - - SHEET NO. SHEETTITLE 3 \ J 1 1 CUP1.0 CONDITIONAL USE PERMIT - COVER SHEET " CUP2.0 CONDITIONAL USE PERMIT - DIMENSIONED PLAN BLOCK 3 LOT 3 W. FRED SMITH STREET E N G I N E E R I N G CUP2.1 CONDITIONAL USE PERMIT - DIMENSIONED PLAN 5725 NORTH DISCOVERY WAY \ 47,431 SF r T T T T T T T - - - T BOISE, IDAHO 83713 z \ 1.09 AC.± Q - - - - - - - - - - - - - -_ CUP3.0 CONDITIONAL USE PERMIT - UTILITY PLAN PHONE(208)639 6939 _ - - - - - - - - - - CUP3.1 CONDITIONAL USE PERMIT - UTILITY PLAN kmengllp.com w CUP3.2 ENGINEERING PLANS DESIGN BY: CUP3.3 ENGINEERING PLANS DRAWN BY: A \ Q Q / \ Q� BLOCK 3 BLOCK 3 BLOCK 3 p CUP3.4 ENGINEERING PROFILES CHECKED BY: KSK / LOT 4 LOT 5 LOT 6 CUP3.5 ENGINEERING PROFILES DATE: 3/11/24 CD 19,581 SF 62,666 SF 17,888 SF > I PROJECT: 20-005 0.45 AC.± 1.44 AC.± 0.41 AC.± z CUP3.6 ENGINEERING ROAD SECTIONS SHEET NO. \ I I z CUPL1.0 LANDSCAPE PLAN 0 60 120 180 \ vi CUPL2.0 OPEN SPACE EXHIBIT Plan Scale: 1" = 60' CUP 1.0 a i a i UNION PACIFIC RAILROAD KEYNOTES S�O14AL eN TRASH ENCLOSURE Q� SOENSFpc��F�� S88.28 33„E 534.52� O CARPORTS 17381 BIKE RACKS s o 32.5' T STORAGE 1 10 STORAGE 2 O O O ACCESSIBLE GARAGE OF � 1 I O SCHEMATIC AMENITY SPACE �' a (REFER TO LANDSCAPE PLAN FOR DETAIL) Zo / \ / 5@9' N N \ 45' - - 9' - - - - - -12108'g'_ _ _ _ 9' 10 Q 9' 19' \°'- 19' 13.1' 90' p M LOT 4 BLOCK 1 18,068 SF I � ' - - - u) 0.41 AC.± I N I - N I a 0 BLOCK 1 @ 01 N I I ±10.2' M 0 ±16.1' In I Nuj \ 7.5' 0 5.5' 9' 26'- 7.5' I N � I / \ 30' I N o a, I I/ 2 BLOCK 1 0 -» 0 1^ I z o LOT 6 BUILDING A \ 0 ZI I � � � .. 116,712SF \ ®0, I N I I 2.68 AC.± °' I M ui w uj 0) I o N I ~ N iv ±10.9' `) I I ±1 0.9' in I I I I I N I - rn - - N I H I - - 2 2 - - 5 ® 9' ®0 28 72' 9' 9 C�? 9' - - 9 - 2 HC © 9' BLOCK 1 I N 0 I 81 1 STRIPED © 9' 31' LOT 5 I N 72 17,186 SF I 28' 8 ® 9' g' 9 ® 9' 8 @ 9' `V ±10.7' 0.39 AC.± I I -72 - - - - - 81 - - - 9 - - 72' 30.5' ' I 0) 2 0 m - - � I m � I - / - - - - - - - - - - - - - 5@9' o I z PUBLIC STREET A 2HC@9' g, 9 ® 9' I 8 ® 9' 1 STRIPED @ 9' 81' I 9 30' I 0 I Lo o / - - - - - 72' - - - - - - 72' - - - - 2 II I 1 0 0 I � 2 M I W - z N L' 0Lu z -H , 42' o I I \ / I con-H 1 N 16' 13' 14. i2 O r � � 7° 1 I i..l I � 19' 14.1' O = _ ® Lo J a 0 �-22' I 1 / \ W BLOCK 1 0 8 I I ±30.9' .. 58,508 gSF BUILDING B 1� / \ I W oz I I I O 1.34 AC.± _ I III 0 1 1 0 Q DC Lo zo W � Lu � r-20' I+I I II ±57.8' ±46.7' +I U or- c 10 I I III I ±21.0' I W Wi) Lu 7.5' 7' 30' I I V) J 1-H I a co 8 © oI I ±30.9' BLOCK 1 IN - - 2 --- \- - - - - - - - - --- - _ O �- - -its I I (� Q LOT 10 7 ® 9'22' 0' . -9 ® 2 HC @ 9' - - - - - -o 32,541SF ±25.5' BUILDING 108' 81 w rn 1 STRIPED © 9 (D z 0.75 AC.± ® (o I ° 90'N z0Z I Lo / 7 ® 9' 18' N N O L La22 / I I I I I I BLOCK 1 / 18� - - - - 63' _- - - 9 @ 9' I p / _ - - - - - - - - - - - - - - - U Co I LOT 9 ±22.s' � \ � ' 81 I 00 26' 9' 9' 26' 1 7.5' 55,140 SF Lo O N I 1.27 AC.± Lo 2 r- - 2 ±23.0' °; L ! O N I BLOCK 1 o Lo -H I LOT 7 Z °'' I°'r-20 I ,ri I 38,711 SF 10' / I ±9.8'-� H � i I 0.89 AC.± / I F rn 7.5' 7' 30' 1 7.5' "rn 0) ® o \ / I / I I 7.5' 7' 30' I 2 ® ,u' @c) a � 2 0' I o �22' / \ Ico r� _ E / \ ±20.3' ® oo { 8 N U) 2 o / I I � , 13.5' I I I I a \ I / / \ @rn N I I 2 i CID I ±1 1.7' I04 N N BLOCK 1 I I I +I 1 / I LOT 13 3 I I M cn l ±18.3' -H 15.5' ICO ;n 49,728 SF BUILDING C a I-H -H I Lo I I I 1.14 AC.± " Lu F' r-22' I I ! 0 I �, I BLOCK 1 I I I I uj 8' I I I ENGINEERING z N I I I I 5725 NORTH DISCOVERY WAY - - - - - a -» U - - - - - - - - - I I BOISE, IDAHO 83713 a - m M o O ±21.3' I w I PHONE(208)639 6939 z r) r7 o O5 ' 0 kmengllp.com a -H ,� BLOCK 1 0, o LOT 14 I O DESIGN BY: - -L - - - - - - - - - - - - - - - - - - - - - 10' Co r-20 CLUBHOUSE 50,320 SF 11 N DRAWN BY: JJ o 3 I 5 1.16 AC.± O I I I CHECKED BY: KSK u N O ! I o 11.5' I DATE: 3/11/24 o PROJECT: 20-005 d 0 SEE SHEET CUP2. 1 FOR CONTINUATION SHEET NO.o 30 60 90 a Plan Scale: 1" = 30' CU P2.0 i O I a KEYNOTES S�ONAL eb SEE SHEET CUP2.0 FOR CONTINUATION O \,�cENSF�c/'LF� 1 TRASH ENCLOSURE Q� � O2 CARPORTS 17381 2 ® , @ ® a -J 2 i I I I i o 1 O3 BIKE RACKS sTgT Pao O4 ACCESSIBLE GARAGE �',�� OF �`� $ '[f22 - c�' / 10 M N FE / \ ±20.3' 2 ® oo13.5' I I I F v BUILDING F I/ ISCHEMATIC AMENITY SPACE �' B 0I / / 1 ®a, 2 I o) (REFER TO LANDSCAPE PLAN FOR DETAIL) @o ±11.7' MAINTENANCE SHOP o °' / 1 O BLOCK 1 I� I ±18.3' �' , 1 I I 15.5' LOT 13 I I I ;I, 49,728 SF o -H -H I � ^ I I I 1.14 AC.± BUILDING C I s r-22' I I O3 I 1 U BLOCK 1 I l l I .. a I II a, O ±21.3' -H ``� M O BLOCK 1 I w r-20' - - - - - LOT14 < - - - - - - - - - - - - - - - - - - - 50,320SIF II I O 1.16 AC.± I I I N � M N N L6 O I I o 5' 11.5' H -H I I I I i z -H `� ±18.3' I z �-22' 1 ±21.0' o I I ±16.1' I � 2 8' 1 7.5' 7q CLUBHOUSE I I I I w ul I 7.5' 7' 30' 1 ' 7.5' I L - z BLOCK 1 I I / ±20.s' I I I O5 ±21.3' 2 I® o J L o LOT11 INS J 31,365 SIF m m w m 22' 0.72 AC.± ®� I 2 I o rn = 7.5' 7` 30' I o i 81 a, 6, N N � � 5 +I 11.5' I I I I / 1 7.5 7' 30' 1 7.5' in -H I ±12.3' N 2 I Lo r-20' ±18.3' w 10' I I w Lo owc o o' ±21.0' I I I N 2 `n PUBLIC STREET B N N �- _ v 1 I - 2 H ®®'9 - - - ? Z I 1 / ±30.9' \ 1 STRIPED 9 9' 9 - - 8 ® 9' - - g' 2 HC�® 9' \ 81' 1 STRIPED v 9' 22' ±20.8' 72' 30' 8' I I / ±25.5' \ 8 @ 9' � 81 o 2 HC @ 9' BUILDING E g' g @ g' � ® - 1 STRIPED 9' 9' 72' 9' 9 9' 30' w r r 2 ±23.0' - - 99' _ - - -- - 81 i 0 _ -- o� ao 1 - _ � � - � oac o / 1 BLOCK 1 - - 2 - 2 i� 2 '� I 00 N _ LOT 12 - - I 26' 9' 9' 26' 1 64,218 SF Lq 7.5' 1.47 AC.± I I � r-20' o4 r 'n 10' o� o) � n -H ii I I J I I M 1 ±20.3' 14 I O 0 1 / -HI I t W BLOCK 1 I 7 I t o z _0 r- I ± N22' LOT18 BLOCK1 ® z O31,136 S ±77.3' ±23.5' s' LOT 15 ® oCo0.71 AC.± o BUILDING D © wo W o) 0) 2 57,209 SF 1.31AC.± _ of © - ® w Co va_ N (n OW = ±28.2' 12.8' zC 04 O = C _a) 7.5' 7' 30' Q 0 20' 7.5' N rn / 1 0 0LU -H 4 ±22.s' S 16' I I I I \ 0 / I r N t!) Lu N +I r o �' I 3 1 � N � z I ' -H r Ili I 0 Q 0 I I z 0 W W W 1 91 2s' - - - - - - - 2 HC ® 9' - - - - - 9, - - - - - - - - 12 ® 9' - - - - - - - - - - - - - - - -12 © 9' - - - - - - - - - - 8 ® 9' - W � 1 STRIPED © 9' 108' 9' g1 - 2 HC @ 9' - - - - - - - Q ` 1 N N ±10.7' 99' N 108' 1 STRIPED @ 9' 30' / O J \ � /30' ±16.3' 26 8 9' N _ 99, _ - - - - (o o0 g° 12 @ 9 12 ® 9' 91 N N/ N II Q - - - - - - - - 1081 - - - - - - - - 108' 2899' z- O - \ I BLOCK 1 BLOCK 1 O \ I I N BLOCK 1 37,143 SF LOT 16 I U 0.85 AC.± 36,395 SF N 0.84 AC.± O4 I I I o IN N N N O N O N N IN N 1 1 X 30' f21.2, x BUILDING H / 17' 30' 17' BUILDING G ±14.7' \ / ±30.7' \ x o m o X a N M > 00 00 2 0 -00 - 00 0 \ -- N89008'00"W 512.00' - - - - 0 I - - - - J J E N G I N E E R I N G a I 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 W. FRED SMITH STREET PHONE(208)639-6939 0 3 \ kmengllp.com DESIGN BY: T _ DRAWN BY: A T T w cv� T T Q w CHECKED BY: KSK z I DATE: 3/11/24 o / ,Q _ - - - - - O I PROJECT: 20-005 Q - - - o 1 0 30 60 90 SHEET NO. z Plan Scale: 1" = 30' CU P2. 1 i z a i N N i d UNION PACIFIC RAILROAD KEYNOTES S\ONAL EV S88 28 33 E 534.52 O1 CONNECT TO EXISTING WATER Q� SENSFpc��F�� O2 CONNECT TO EXISTING SEWER 17381 O FIRE HYDRANT STORAGE 1 STORAGE 2 0 OF I fTll � G. B / 8 w a"w a"w s"w s"w s"w "w a"w 8"w s"w a"w a"w a"w \ / - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - BLOCK LOT 4 I x z 18,068 SF I — — — r a z, — Lu 0.41 AC.± I � I w a wN I I o „ BLOCK 1 20' CITY OF MERIDIAN I M WATER EASEMENT O of / NI � 0 20 CITY OF MERIDIAN S I N WATER EASEMENT 3 �s I I I s�00 / \ I cn 00 I BLOCK 1 --LOT 6I I I z ZI I _ 116,712 SF BUILDING A \\ 30' CITY OF MERIDIAN 3 2.68 AC.± I ``� w F WATER & SEWER EASEMENT C I O I C7 I L — Q s 3 1 Y) Co I I I I I I I I I I I — I z 00 BLOCK 1 I °° LOT 5 17,186 SF I I 0.39 AC.± F- I 3 1 zI — - - — , — - - - - — — — - - — M � I I Zw �— aN I I I w o' w oN ` U� O w 8w 1 �/ a-1�oo I — -- - — — — — — — — — — — — — — — — — — ---— — — --- - --- 1 8's 8"w a"w 8" s"w "w s"w 8"w 8 W 8"W 8"W 8"W 8 8W 8"W 8"W 8"y a's s"s a"s s"s s"s a"s a"s a"sPUBLIC STREET A S — — I — — IIII 0 s"s 2 s II � S � z Cs a s s s a s a"s a"s a"s a"s a"s s»s a Q s J N az — I — W00 ow — N ! w C M o0 Of z H N 0 � w I J � can 20' CITY OF MERIDIAN I O N WATER EASEMENT \ / O = J Q H 2 BLOCK 1 I I I i ; 0 C LOT 8 G BUILDING B I I I w I -{ � I I _ 58,587 SF 1.34 AC.± _ I I i I / \ I D a Lu Lu p — w I I III II I I I Z D LU I I I N _L o I I I Q Lu J wz :2 LLI O u)T Q I II I I c./) 0 Lr. I a — 0w I I � BLOCK 1 I A — — —LOT I — - - - - — — — - - — - — — � — I I I z s — — — — — — — — — — — — _ _ _ O Y 32,541 SF \ / I I I I I U - - - - - - - - —1 W c N z 0.75 AC.+_ I I BUILDING F / I Q o I - s / IM.e Aft i o J L La / \ II i I I I BLOCK - - - - - - - - - - - — — — — — — — — — — — — T 9 55,1040SF - - - oI I i II 1.27 AC.± °° \ ! I I BLOCK 1 o I I I I I LOT 7 O O Z I I 20' CITY OF MERIDIAN I 3 I I 38,7 1 SIF / I WATER EASEMENT/ � II I I t / I I II I II I I C� I I I I i I 20' CITY OF MERIDIAN / II SEWER EASEMENT I I II /I I X \ I / z N C M I o I II I o I Ld w / I I I I BLOCK 1 20' CITY OF MERIDIAN- � � \ I WATER EASEMENTS 3 I LOT 13 I I I `o a I l l 49 28 SF w I I 1.14 AC.± BUILDING C w I w � I I ! a w I / I BLOCK 1 I I I I " "' I N� -- I ENGINEERING _ I I 5725 NORTH DISCOVERY WAY N oFa OII I I w PHONE(208)639 6939Co 00 S I kmengllp.comBLOCK 1 a a °° LOT 14 s I DESIGN BY: L - - - - - - - - - - - - - - - - - - - - - - - - - s 50,320SIF Co CLUBHOUSE 1.16 AC.± II _ I N DRAWN BY: A ! i I I I i ' CHECKED BY: KSK u rr� DATE: 3/11/24 o PROJECT: 20-005 0 SEE SHEET CUP3. 1 FOR CONTINUATION SHEET NO. 0 30 60 90 Plan Scale: 1" = 30' CU P3.0 i i a i KEYNOTES S�ONAL EV SEE SHEET CUP3.0 FOR CONTINUATION O1 CONNECT TO EXISTING WATER Q� \.\c,ENSFloc/'LF�� O2 CONNECT TO EXISTING SEWER 17381 I I � i I i O FIRE HYDRANT I I %,y9T�CITY OF MERIDIAN 1/ I OF N I SEWER EASEMENT / I I BUILDING F /1 I I I II I G. B / z / l I I I II II I I o I II I I I w w / 1 1 I I BLOCK 1 20' CITY OF MERIDIANS I WATER EASEMENTS LOT 13 00 o a 1 i l l 49,728 SF I I 1.14 AC.± BUILDING C bw �, 1 BLOCK 1 I I I I I I -- ui zf -- I I- - - - - - - - - - - - - - - - — — — — — II I S S FE] BLOCK 1 O3Ln - - - - - - Lu N s � s LOT I u - - - - - - - - - - - - 50,320SF II I i o — — — — — — — 1.16 AC.± I I I I F_ I II i I z N I I I o I11 / I Co I CLUBHOUSE I I I I i w W _ 1 I - O BLOCK 1 1 / 30' CITY OF MERIDIAN I I J s L o LOT 11 SEWER & WATER EASEMENT II I I � J 31,365 SF I 1/ I 1 0 I Co 0.72 AC.± z I I I I I z w I I 0 QQCD I I N I I Z o II u w l 1 I °° W „W „W—w - N � Of 1 I s PUBLIC STREET B N � Lo L ill&_ EN C a Z 11 / \ 8"w 8"w 8"w 8"w 8"w 8"w "w "w s°'w a"w s"w — 8"W 8 8"W w � I I BUILDING E S a"s a"s s"s a"s a"s $"s a"s s" w FIT71/ I Lu /1 _ — _ -- — — I a % OD I / 1 BLOCK 1 O — — — — LOT 12 _ — _ 64,218 SF Lq 1.47 AC.±00 I I I t o I I I Z I I 00 S� 11 / I i I0 Q BLOCK 1 I I I I I t o LOT 18 BLOCK 1 31,136 SF 11 / _ I I N ~ — Z LOT 15 BUILDING D I W _ � � � z 0.71 AC.± � 1/ 57,209 SF I J � o C 1.31 AC.± S Co 20' CITY OF MERIDIAN I I o / 1 WATER EASEMENT o � 2 � I z I I I w Q � / 1 � I I I I > wZ I w :2 � II I p z w _ O � II I I I p Q CL it p w Lu CIL - - - - - - _j Lu - - -- - - - - - - - - - Lu /J o V) z o oo - - - - - - - - - - - - - `�' Q 5 N - - - - - - - - - - - - - - - - - - / I VI / - - - - - - - - - - - - - - - - - - - - - - - - - - - — I I U 20' CITY OF MERIDIAN I I BLOCK 1 BLOCK 1 s \ WATER EASEMENT LOT 17 I BLOCK 1 37,143 SF LOT 16 0.85 AC.± 36,395 SF \ 0.84 AC.± 0 I X s \ I�0 X s\, � / / BUILDING H (S) 4- ` BUILDING G d I J � X s� d ° as 8iv N89°08'00"W 512.00' — — — Admbk — 0 8"iv 33 \ ss N L ~ S ew J O E N G I N E E R I N G m e s Cb a„W s„W a„W N 8„W 8"W 8"W 8"w 8„W 8„W J " r a ss\ ,S v, $'w a'w s" a»W s"w s"w s"w N a"W 8„w 8"w a"W s„W 8"W 8"W 8"W__� 5725BOISE,H DISCOVERY DAH0837 SWAY W. FRED SMITH STREET NE(208)639-6939 PHONE kmengllp.com 3 8'S 3 \�S 8"S 8"S 8"S 8^ 8"S 8"S 0 8"S 8"s 8"s 8"s 8"s 8" 8"s 8"S 8"s 8"s 8"s 8"S 8"s 8"s DESIGN BY: ----------7 7 ::::: ::: I DRAWN BY: JJ T T w CHECKED BY: KSK Q oCo z I DATE: 3/11/24 o �Q _ — — — O I PROJECT: 20-005 � :3 I — — — o 0 30 60 90 SHEET NO. z Plan Scale: 1" = 30' CU P3. 1 I z a I vi N I d LEGEND S�pNAL fN BOUNDARY LINE Q. TOE TOE TOE TOE TOE TOE TOE OFFSITE BOUNDARY LINE 17381 TOE TOE TOE TOE UNION PACIFIC RAILROAD J! O TOE TOE TOE TOE. . . . . . . . . . . " " TO PROPOSED LOT LINE �T9T� TOE TOE TOE �q OF ��� 3 TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE O FOUND 1/2 INCH REBAR et G. By I TOE 0 FOUND 5/8 INCH REBAR 0o SPIKE mr^ PROPOSED IMPROVEMENTS 3 s s s— SEWER LINE w w WATER LINE TOE TOE TOE TOE TOE TOE— Q SEWER MANHOLE w y TOE TOE TOE TOE TOE F s s PROPOSED CONTOUR o y y f I y � O 3 l y y r I EXISTING FEATURES / 8"w $"W 8 W 8 W $w $� $W 8'w \ I s s s SANITARY SEWER LINE y / \ V y - - - - - - - - - I - - - - — - - x w w WATER LINE oOO �° e \ \ ° 0 0 � v \ N y I ,S• ..r, •1 r' r L .. r r\ I I G G G GAS LINE cn Iy I z ° f o I I x OP OP OVERHEAD POWER LINE 0 3 lyy ° III N y SEWER ALIGNMENT "E" s I ° s ° I I i I ci GRAVITY IRRIGATION LINE w W SEE SHEET CUP3.5 y y I I I x O SEWER MANHOLE 3 y S o I I � wV y � � WATER VALVE f I y SEWER ALIGNMENT "A" ° r - O WATER METER W y y SEE SHEET PP4.3 ° y (SEPARATE PLAN SET) s I 0 I I I I � FIRE HYDRANT o I y I a i. ° I CITY OF POWER POLE y o• MERIDIAN WATER m POWER BOX M y N CI WAOTERMEASEMENTE30.00 ND r 3 N_ f f f EASEMENT ° c o ° I I 20.00' Ep EP EDGE OF PAVEMENT 1 3 1-1-1_I_I�IJ �� o I - -QLj -- - � I I I Z x EG EG EDGE OF GRAVEL I N I oN I I 8 W 8'w 8'w $" 8„w 8„w `� — L� LEI a Of ��8"$ M/cy ao 0 0 o co 0 0 o f �O Q\ 0 0 0 0 > < 0 0 o n � 8"K 8 S---�— 8"S 8"S 8 S 8"S s } I x 8$-0� �8� r f L 't 85�8's \ 8w� r r 11 1 I PRELIMINARY ENGINEERING NOTES .S• . .S f .S 00 w " 8 8" w $"w � $ � � I * I " 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" 8$ 8"w a" 'w 8 w 8"w „w WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING 1 s 8"$ 8"S 8"s s TO THE EXISTING WATER MAINS IN N. TEN MILE ROAD AND W. FRANKLIN y 8S 8 - - I � I ROAD 5 8"S 8'S 8"S 8"S 5 "S "S 8"S 8"S 5 ° '0' '° \ ° o i � \ \ o 0 0 .v \ o o X ' y \ I 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. 1 y i f ' THE PROPERTY WILL BE SERVED BY THE CONNECTION AT N. TEN MILE J `' r .. i .f 'f, l• .f r r r . y "f 0o r I ! y N C ° I I ° ROAD r f 1 x 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND r f r° t WILL BE REFINED DURING FINAL DESIGN. 0 y y r t f I° I 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN y � 1 I I I ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY Co y y F f : ' I r • �' I I ° " AND CITY OF MERIDIAN REQUIREMENTS. y I I I SEWER ALIGNMENT "D" y _ �� I I ° y y I 1 0 ;' SEE SHEET CUP3.5 = 1 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED :t I I ° !. p I 1 1 I x DURING FINAL DESIGN. ° r I I 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE s y I 1 I°I f ° I I I I WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; y Co I°� SEWER; AND PRESSURE IRRIGATION. z f r' f •r .r' r,• f• •s t O I y I 11 v f t I I 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO W y f I , : , 1 , ° ° = fig \ O O o 0 0 o 0 0 ° oaI x° I I 1 A — : IBE DETERMINED DURING FINAL DESIGN.° II1 //o / --- U-- — J I 8. PRELIMINARY PLAT CONCEPTUAL ENGINEERING DRAWINGS ARE PART OF O% z L I I S - - - - - — 1 SEPARATE APPLICATION. O = Q o O CITY OF MERIDIAN SEWER — — — — — — — _ 1 I y 00 ! `r ° I EASEMENT 20.00' - - - \\ — — — — — — W Q M I w I ° O O O O O O S I O I y y f O I W y •f. I t s ! f ,( • r f. t' r• I I I x LU y f. I I I' ° O I O z z SEWER ALIGNMENT "B" Co Q I y �' ° II I ° SEWER ALIGNMENT "C" }. ° I 1 Q O y SEE SHEET PP4.4 & PP4.5 r SEE SHEET CUP3.4 ° y (SEPARATE PLAN SET) I I �_ 1 •r 1 1 O Q Lu W w I f1 y f f t• ..f ° II II °° f r I° l x zG/' G O IO' z Ir'' 'r 0p r` :r O I I 11 ° a1 I f ! I I I I J z f IVLu z I iy N I F I I a�I /�I � I 1 i I X s $ I ly I 3 , . /pIIII 1 w y I I f •r M ° 1 y � � f ° I 1 u F f -f I I ° ; - ; r !r : 1 x Q I 1 y !• '' I 'r" r' 'r• f O y I y I - - - - - - - - - - - - ILI 1 ! .f 00 'r•. .r r• r O "r �•.•f � 'f• 'r .r S ly y r OD f f f 0 1 f I° I ° •f 1 y I I ° ° CITY OF MERIDIAN SEWER AND I°/ s ° WATER EASEMENT 30.00' r•. `� y f cA I r y y � �/�1 .r IO / � 1 .•r. •r �I I I `' : r •: . 'S..00 I I 1 f IO' • •y •• •S'" • . , S 1 X /OI LI 1. '.r •r: f t I° I /b \7 r r. I C S Y • S f" f ,f S l ° I f•• f• f S• •1• •r ° 01 ° f /°I I I X 1 "w 8"w 8"w 8"w 8'w 8'w 8'w 8'w 8'w 8'w 8"w "w 00 r /° I ° _ 1 f• ° I 5 r• O O O O O O I O O S Jr� V7 IEl-K ° l r 8"W 8"W 8"W 8"W 8"W 8" 8"W 8 V00 r ,r f.• I I°/ •r \ S 8"$ 8"$ 8"S 81S 81$ S s IW _ v I f M/l r I a r I ° •f t r F 3: � i [HI � � I X O I f• I OD I /pI a• FO r-O = —� O O O i O a O O O O o O O r y r• r I t W r no o 0 I 1 f M z MATCH LINE - SEE SHEET CUP3.3 r m Y E N G I N E E R I N G CONCEPTUAL ENGINEERING PLAN 5725 NORTH DISCOVERY WAY z BOISE, IDAHO 83713 w PHONE(208)639-6939 z 0 50 100 150 kmengllp.com w Plan Scale: 1 = 50 a �� ' DESIGN BY: w DRAWN BY: A v o CHECKED BY: KSK a DATE: 3/11/24 0 PROJECT: 20-OOS N SHEET NO. s CU P3.2 a LEGEND S�pNAL EV \�G F-N S F� BOUNDARY LINE MATCH LINE — SEE SHEET CU P3.2 OFFSITE BOUNDARY LINE 17381 PROPOSED LOT LINE `f'T9 Pao o 1 s No III ME pm OF 0 o I I O FOUND 1/2 INCH REBAR ��FG G 8��� / J x r FOUND 5/8 INCH REBAR W W / / ° I I ® SPIKE s—� / LLI �Id 1 I \°/ o x O r f dII I I I PROPOSED IMPROVEMENTS I 3 I w Q o `� I I I s s s SEWER LINE W W 1 00 1 t I �° F 0/0\ 1 w w �¢II I I I X w w WATER LINE N tij I I �S SEWER MANHOLE W I 1 kl -- oQ 1 I a w ° I 2645 ~ I I L I PROPOSED CONTOUR o r_N 0 g o 0 0 0 00 0\ go 0 0 0dC o 0 0 0 0 0 0 0 � � � o • - - - - - - - - - - - - - - - - - XEXISTING FEATURES - - - - - - - - - - / j / s s s SANITARY SEWER LINE n Q I 1 1 N Y - - - - - t W — — — — — — — —In iiiii _ _ _ SEWER ALIGNMENT "B" - - - - - - - - - - - - - - - - O I \ - - _ - - - - _ — � w w WATER LINE � W W \ SEE SHEET PP4.4 & PP4.5 _ _ _ — J I \ 3 \ A s \}y f (SEPARATE PLAN SET) o ° ° o o ° s = ° ° X c c c GAS LINE N v v \ m z I i W W SEWER TO BE CONSTRUCTED \ \ �' r I I z s I I op—op— OVERHEAD POWER LINE O w AS PART OF FUTURE \ � I zW W COMMERCIAL PROJECT GRAVITY IRRIGATION LINE�-j W H J S SEWER MANHOLE • r 'r. •i 'r WV \ / / f f r :,. t • WATER VALVE f ,•f WATER METER y \ \ s FIRE HYDRANT W— \ as\ f Q� POWER POLE s,s „� s I \ 3 ' \ � \ > AAR/w m POWER BOX EP EP EDGE OF PAVEMENT 1 v y \ \ \ S 8"W i $ wi 18,.w i 8's s••w J ' L U,L Ec Ec EDGE OF GRAVEL Z \ •. \ s"w s°w s.w \ 3 8' 8 8"w 8"W 8"w s"w s"w s 8's — — — — _ _ _ s W W. FRED SMITH STREET s"S s"s s°s s••S s°s s s s s s"s s"s s"s s"s s"sco s j r T T T T T T T 1 D \\\\ V) \ b PRELIMINARY ENGINEERING NOTES r r AlI 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS LOOPED p\ 1 00 s I TOTHEEXI TING WATER MAINS N N. TEN MILE H SUBDIVISION CONNECTING ROAD AND W. FRANK IN \ \ SEWER TO BE CONSTRUCTED X MAj ROAD \ AS PART OF FUTURE \ \ COMMERCIAL PROJECT 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY WILL BE SERVED BY THE CONNECTION AT N. TEN MILE ROAD IJW I W W W W W \ \ s 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND M W W W W � \ 0 WILL BE REFINED DURING FINAL DESIGN. ,� ` T�v w w w w S \ y \ \ r 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN �, r �� 00 ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. v,\ w w w wed w OF w w w 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED s ss 41.8 — — — DURING FINAL DESIGN. IW W W W W W W 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE W W W W W W W W W W W 5 \ r. WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; 00 W W W W W W W W b'o W T \ � _s s s f SEWER; AND PRESSURE IRRIGATION. z � � W W W � � CID1 • �� 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO LJ..I 41 41 41 W 4 \\ W W � I �� �� 1 _ _ _ _ BE DETERMINED DURING FINAL DESIGN. (� IW W W W W W W W W W W W W W W W s W W W W W W W W W W *"0' * � � � � I � x 8. PRELIMINARY PLAT CONCEPTUAL ENGINEERING DRAWINGS ARE PART OF � O z W\ W W y W I SEPARATE APPLICATION. O = Q N I co ,• w z x p Lu (n Y •Y •Y W J• J• W W W W W W W W W W W W I 3 zp w � 1 I coX Q oc z o II I x w W Y •Y •Y •L J• J• J• y W W W W W y y � W W W I I I . . . . t I � z W W N I •Yr Ww W Ww W Ww Yr wW •Yr wW Wr wW •Yr W W W WW W W�iW�Y W W W Wr I W W o_`�'' —`Y �•YJ I II 3°° J I LX—X—X—X—X—X—X XI Vc/`. )1 W r a EP w w w � w IM SSCO w R Lw \ 00 R/w y R/w — — R/w — — R w — — — y _�. -r. X— /y� / W < —M.--W W — —— — — — — — — — — —— ——— — — — —— — — — — — — — — — — —— W W W W w W W W aEP S S S S S S s w w W - S \\ W. FRANKLIN ROAD —w w W W W w W w w w W W W W W WW W �W N w s�w s w s W s W s w s w s w s w w w w w w w w w w w w w w w w w w w w w w w w w w V s s s s s s s s s — s s s s s s s s s s s s s s s s m a 0 a O F l7 a CONCEPTUAL ENGINEERING PLAN 0 0 50 100 150 MINN Q Plan Scale: 1" = SO' r m Y E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY z BOISE, IDAHO 83713 w PHONE(208)639-6939 z kmengllp.com z a DESIGN BY: w DRAWN BY: A v o CHECKED BY: KSK a DATE: 3/11/24 0 PROJECT: 20-005 N SHEET NO. s CU P3.3 a _ SHEET NOTES ' ° ° /°1 I I O 1 � �° F A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SSAL eNc, o cn As " I _ 11 1°I o�`` ��ENsc� 1� ' O p p 1 ~SSMH C5 o I / of B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 177 \ ° / \ °/ I 1 STA: 9+45.16 OFFSET: 0.00' ° 1 O F ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER 1 `� N: 707812.82, E: 2444659.04 1 1 / 17381 '/ 1 1 \°/ r \o/ I - ° a0 ° : o p y PER ISPWC SD-501. I ` 1 I 00 1 1 1 " I \� p I O ° \\°/ r ' 0 1 1 0 1 F C. SD INSTALL512 STANDARD SERVICE MARKERS PER ISPWC �/ 9T \OP 1 1 / I 1\ °/ .'iui• ° 1 1 C'� F OF �Q \ ° /11 11 \� 3. \� y O 1 1 I p00 0 00 1 /°\ I I 1 / °\ / °\ I°I 11 I 1 /p \ 1 1 O 3 ° O O I 7 os I 1 1 1 ° i 00 °/ 1 1 w O I°I 11 1 N / 1 I ° �� ~` 1 1 SEE SHEET CUP3.5 FOR 1 \� I I > v 3 cn 0 1 1 ao SEWER ALIGNMENT D cn /� 1 1 0 a a0 0° �1°/ 0 1 1 °\ in p 1 11 O m I 00 Lu p l 1 Q / °\ \ O / 1 1 I SSMH C2 8" WATER MAIN 1 /°1 1 1 w ° = \°/ 1 1 N SSMH C4 1 1 STA: 5+78.39 OFFSET: 0.00' 7 00 °O / °1 STA: 7+41.31 OFFSET: 0.00' 11N: 707968.04, E: 2444436.52 o N: 707815.91, E: 2444455.22 1 1 s - - - 1 /°\ 11 ° - '' O 1 1 ° 0 ° a g O O Om j swa swa a„W 8„W 1 100 cn a'Is a„S /�\ I I 1 z (� 1 1 F 0 0 0 0 3 � � = p p °° w SEE SHEET CUP 3.5 FOR ,, I 1 — — p w F SEWER ALIGNMENT E ti 1 I — I 1 I 1 �� 1 F 1 1 SSMH C3 1 I N 00 STA: 7+03.13 OFFSET: 0.00' 1 1 � 1 1 N: 707843.31, E: 2444428.63 0 1 1 F 1 1 • N / ° 1 3 I° 1 1 1 � 00 F 00 00 SSMH A6 I I V 4 STA: 7+71.34 OFFSET: 0.00' 1 11 1 3 F M b N: 708268.13, E: 2444254.04 1 1 M 14 1 1 00 o ° 1 z MIS 1 1 SSMH C11� O F <n 1 1 STA: 3+97.38 OFFSET: 0.00' 0 1 1 1 a0 N: 707970.79, E: 2444249.54 0 1 1 � � 0 0 �m � o � o 0 0 0 0 0 0 � ' — 1 0 0 1�0 g o 0 0 0 0 0 0 0 0 0 0 1�- o 0 0 1 a 00 - - � O O O O O O O 4±010 O � a0 - rrLLLLL ,''•-' ' SEWER ALIGNMENT " C" (STA. 1+00 TO 9+45 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2590 2590 Z W V) J -- 0 - ; Lu w 0 = `i 00 . 0 2585 Z co 00 0 00 ° ' 00 2585 w 0 DC v� .IZoo N .(D (0 N .00c�O MO W 1 V _ 00 U cV H V r N H cfl � N N V ... � t0 = +NZ O 2 +Nz 0 +� Z D V ZD W (n c0 O .. .. .. .. 2 N — +� D 0 < — . r70 O FZ Z N � Z Z U) �_ > > ..NO Q w 2580 - - CO •� � �' � � — — � � — z z � > 2580 N U) 0 — — U) 0) m � +U) ZD Q W 0 N � � >> W z 'i LO U N EXISTING GROUND N ELO z z Q r` N N = +Nzz - -- - - - - - - - - _ W V 2575 � ' » > - - - - - - - - -- - - V) Z � ZZ Z - - - - - - -.- - - - - - _ 2575 c./) W 2570 2570 2565 20 of $ PVC S R35 ® 1.00% 2565 1.00% 12 of 8 PVC SD 35 35 C�? 0.98% 180 of g PVC SD 40' f 8" PVC SDR 5 @ 1.00% 2560 2560 95 of g PVC DR35 m a 2555 2555 0 0 a 0 N N 7 2550 2550 17 r D m Y E N G I N E E R I N G o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY z 2545 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2545 BOISE, IDAHO 83713 w PHONE(208)639-6939 z kmengllp.com w LO N N r` N (0 � 0) r- O 00 0) I- (0 O 0) c0 O) r7 r` N � O) d' r` O) O 0) O r'') r` 00 r` 't O a OV O 'i U) r` Lp 00 (D O) � O) (D O) (D N (D c0 r` r7 o) � � ^ ^ � � ^ ^ � � � ^ � � � ^ � ^ ^ � � � ^ ^ � r ^ ^ � DESIGN BY: `o LO `n Ln `n � `n Cq 'n � `o ,n `n LO 'n V) `o L0 'n LO `o LO `n LO `-) LO 'n � `n � 'n � `n ,n `n ,n `n � 'n DRAWN BY: A v N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 CHECKED BY: KSK a DATE: 3/11/24 CD L 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 PROJECT: 20005 N SHEET NO. s CUP3.4 a SHEET NOTES 0�; pNAL f E E A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SS\C E N s 'V0/1 a@ Tag TagE TdgE T62E TOE TOE — — — — — — B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER QuoF0 TOE O ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER " s"e PER ISPWC SD-501. 17381 8" WATER MAIN - o 0 0 0 C. INSTALL STANDARD SERVICE MARKERS PER ISPWC T � SD-512. �X�, qTF OF SOP Pam' 8"W s"w 8"w s"w 8"w N / RIB o 0 0 0 0 = a o o o icli 13 ° t co 00 J o vi 5 I o s S CC1 0 "' a c o L6 O S 1 0 s N O SEE THIS SHEET FOR ° SEWER ALIGNMENT ErRD a i• •1 .. , •,.. N vi m 0 I 0+00 0 - - - 20 78 3 s s 8"s s"s 8"s L 00 0 � \ -o g \ \_ I cn — 811W — — 8»w 8 W 8"w 8"w \ I � O I m (n 1 � O O O O AGO A SSMH_- O O \. 3 I SSMH D2 — — — — ` Lu Mj00 STA: 2+36.91 OFFSET: 0.00' o ; ° ° c I ~ . STA: 2+78.02 OFFSET: 0.00' Lu `y N: 708284.40, E: 2444448.30 — 0 o N: 708462.40, E: 2444451.00 II° O / I ° / m U7 °/ 00 I ° I1°/ II N — 3 I ° II 1 W 8" WATER MAIN � ° s"w s"w _ ° 1 M S 8""S 8"S 1 8"S ° III ,mI I /° , o / . ., 0 = o o O 0 °S 8°S 8"S O -- SEETHIS SHEET FOR vi SEWER ALIGNMENT D I ri Co r � � 00 s f SSMH D3 I t N S 70828109.55 E:OFFSET: 0 90' 0 I ° o ° / I I m z SSMH D1 10 0 1/ I 0 W STA: 2+02.36 OFFSET: 0.00' s 1°/ I \�o/ I 1 �0/ �/ I I N: 708265.64, E: 2444419.30 / N 1v 1 I v /¢11 —Al I 11 o /° /°\ I I /°1 m ° O I /° 1 / ° � / ° 1 a I I o 1 f 0 0 m ° ' 1 I °I ° I m 0 SEWER ALIGNMENT " D" STA. 1+00 TO 4+ 10 SEWER ALIGNMENT " E" STA. 1+00 TO 2+78 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2590 2590 2590 2590 z w cn 2Lu 0- 0 LL 2585 2585 2585 2585 0 Q .. w 0 � ^ w W z " W Z" V 2580 Co N °�°� 0 2580 2580 vZ 2580 0 Q z � Lo 0j6LO r- 000 � v z o w 0 ai LO � LO 0 _ N N 00 00 r a �/ O r, N O N N ? n't � O0 00 � J L L W EXISTING GROUND m +N z 0 m +N z z o M •a, N N 7, L 0 N � W Z c�i� > > U) > > > o r- N N EXI TING GROUND � VI 2575 "' z z �" Z Z Z = +N o 2575 2575 = +N z z 0 N 2575 W Lu - - - - - - - - - __ _ .•� > Q V, 2570 2570 2570 2570 2565 2565 2565 2565 8" SEWER MAIN STUB pVC SDR35 1.50% pVC SD 35 1.50% 2560 175 of 2560 2560 1ao of a 2560 LJ 35' of 8" PVC SDR3 ® 0.98% m 2555 2555 2555 2555 a 0 a 0 100' of 8" PVC SDR35 @ 1.00% 3 0 a 0 2550 2550 2550 2550 M z r D m EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROL ND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIP ALIGNMENT E N G I N E E R I N G 2545 2545 2545 2545 5725 NORTH DISCOVERY WAY z BOISE, IDAHO 83713 w PHONE(208)639-6939 z n r7 M n °Mi 00)M 0 0 rn 'n 0 N k mengllp.com (D `i NN N N N " N N N 0 nn n n n `n DESIGN BY:0 0 NC14 , N , N N N N N N N N N CA N N N N N w DRAWN BY: A v o CHECKED BY: KSK 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0+50 1+00 1+50 2+00 2+50 3+00 3+50 DATE: 3/11/24 0 PROJECT: 20-005 N SHEET NO. s CU P3.5 a SS\o N A L e�C �.o��L��� 17381 sT �o R/W �'r 9T OF 67.5' tigFt G. g��� 55.5' R/W R/W CENTER-TO-BACK 67.0' 2.0' 2.0' 8.0' 1 7.5' 1 7.5' 8.0' 2.0' 5.0' CENTER-TO-BACK CENTER-TO-BACK 25.5' CL-SWACUT 5.O' SIDEWALK 1.0' FLAT LANDING 6.0' SIDEWALK 2% 1.75% 6.0' SIDEWALK 2.00%--- 1.75% 2% 2% 1.75% Lu-2.00% 2.00%--- \\ \/\\ \\ \\ \\ \ COMPACTED SUBGRADE 1.0' FLAT LANDING 6" VERTICAL CURB & GUTTER �\\� PER ISPWC SD-701 COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER PER ISPWC SD-701 3" CLASS III PLANT MIX PER ISPWC SECTION 810 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 8" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL Ln 20" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR Z 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL _O 2" MINUS CRUSHED GRAVEL N TYPICAL PUBLIC STREET SECTION W. FRANKLIN RD. TURN LANE - STREET SECTION L SCALE: NTS SCALE: NTS R/W R/W Z R/W LC 0 2.0' 7.0' 26.5' 83.0' 39.0'26.5' 7.0' 2.0' 17.5' CENTER-TO-BACK CENTER-TO-BACK CENTER-TO-BACK 6.0' SIDEWALK 2.0' 6.0' SIDEWALK 13.5' 6.0' SIDEWALK 1.75% 2% 2% 1.75% 1.0' FLAT LANDING �2.00% 2.00%--- 1.75% 2% -2.00% 1.0' FLAT LANDING COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER /\ COMPACTED SUBGRADE PER ISPWC SD-701 6" VERTICAL CURB & GUTTER 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 PER ISPWC SD-701 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL TYPICAL PUBLIC STREET SECTION WITH PARKING 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR SCALE: NTS 2" MINUS CRUSHED GRAVEL V) z z TYPICAL PUBLIC STREET HALF SECTION w O SCALE: NTS 2 U 0- 0 w 0 _ Lu W 0 0 > - a rt W O 2.0' 8.0' 1 7.5' 17.5' 8.0' 0 z 2.0' CENTER-TO-BACK CENTER-TO-BACK 6.0 SIDEWALK z z 6.0' SIDEWALK \l J W 1.75% 2% 2% 1.75% W -2.00% 2.00%--- N./\ V z � / a � //\//\/ //\//\//\/��/ 1.0' FLAT LANDING z W COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER PER ISPWC SD-701 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL TYPICAL PRIVATE STREET SECTION SCALE: NTS R/W 60.0' 51.0' CENTER-TO-BACK u 2.0' a 35.0' CL-SWACUT 7.0' SIDEWALK 0 1.0' FLAT LANDING 2.00%--- 1.75% Adshk M i\/\/ / / / • . ..\/\\�\\�\ m Y COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER E N G I N E E R I N G o PER ISPWC SD-701 5725 NORTH DISCOVERY WAY z BOISE, IDAHO 83713 w 3" CLASS III PLANT MIX PER ISPWC SECTION 810 PHONE(208)639 6939 z kmengllp.com .4 8" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL DESIGN BY: w 20" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR DRAWN BY: A 0 2" MINUS CRUSHED GRAVEL CHECKED BY: KSK a N. TEN MILE RD. TURN LANE - STREET SECTION N. 3/11/24 PROJECT: 20-005 SCALE: NTS SHEET NO. s CU P3.6 cl