Loading...
CC - Site Plan REVISIONS SITE INFORMATION GENERAL NOTES EXISTING ZONING: R-8 1. SEE CORRESPONDING PRELIMINARY PLAT DRAWING FOR EARL GLEN SUBDIVISION BEING SUBMITTED A 07/22/14 REVIEW PROPOSED ZONING: R-15 SIMULTANEOUSLY WITH THIS CONDITIONAL USE PERMIT FOR MORE PROPERTY INFORMATION. B 01/13/15 LOT ADJUST 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY C OS/19/15 APARTMENTS CONDITIONAL USE PERMIT SITE PLAN FOR MULTI-FAMILY LOTS I N UNITS PROPOSED: 16 UNITS ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHE CODE CHAPTER AL TITLE MI REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT NUMBER BUILDINGS: 2 (4-PLEXES), AND LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY 1 (8-PLEX) RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE COMMENCING ANY EARL GLEN SUBDIVISIONBUILDING SIZE: 4-PLEX (LOTS 12 AND 13): UNDERGROUND WORK AT 811 OR 342-1585. (2) 2 BEDROOM UNITS ® 1,900 SF 3. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM PROPERTIES, SHALL (2) 3 BEDROOM UNITS ® 2,482 SF BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. TOTAL BUILDING AREA = 8,764 SF LOCATED IN A PORTION OF THE SW 1 /4 OF THE SW 1 /4 OF 4. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS DEVELOPMENT BY 8-PLEX (LOT 14): UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN EXISTING PRESSURE IRRIGATION PUMP (2) 2 BEDROOM UNITS ® 1,900 SF STATION LOCATED IN LOT 2 OF BLOCK 1 OF THE PROPOSED EARL GLEN SUBDIVISION. SECTION 29 T.4N R. 1 E BOISE MERIDIAN (4) 2 BEDROOM UNITS ® 2,482 SF ti<y. l (4) 3 BEDROOM UNITS ® 2,482 SF 5. STORMWATER WILL BE RETAINED ON SITE. THIS DRAWING CURRENTLY SHOWS THE CONCEPTUAL 4, ti� 7 7 7 7 TOTAL BUILDING AREA = 17,874 SF LOCATION OF FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND FACILITIES WILL BE z N �\ o DETERMINED AS PART OF FUTURE SITE DESIGN. STORM DRAIN LINES, RETENTION FACILITIES AND CITY OF MERIDIAN ADA COUNTY I DA H O LOT SIZES: LOT 12 9,678 SF (1 UNIT PER 2,419 SF) TREATMENT SHALL COMPLY WITH CITY REQUIREMENTS. 7 7 LOT 13 9,687 SF (1 UNIT PER 2,422 SF) 6. THERE IS A 5' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT ALONG THE INTERIOR LOT LOT 14 20,418 SF (1 UNIT PER 2,552 SF) LINES OF THE LOTS INTENDED FOR SINGLE FAMILY RESIDENTIAL USE. THERE IS INTENTIONALLY MAY19 2015 LOT 15 6,796 SF (COMMON LOT) NOT AN EASEMENT ALONG THE INTERIOR LOT LINES BETWEEN LOTS 12, 13 AND 14 OF BLOCK 1. 7 DENSITY PROPOSED: 14.96 UNITS/ACRE (NET-EXCLUDES ROADS) 7. THE EXISTING HOUSE AND OUTBUILDINGS ON THIS PROPERTY WILL BE REMOVED AS PART OF 9.70 UNITS/ACRE (GROSS) SUBDIVISION DEVELOPMENT. 0 I PARKING: 33 SPACES TOTAL 8. THE BEARINGS SHOWN ON THIS PRELIMINARY PLAT MAY HAVE BEEN ROTATED FROM THE ORIGINAL m E 32 SPACES REQUIRED (16 UNITS * 2 SPACES PER UNIT) SURVEYED BOUNDARY TO MATCH THE BEARINGS FROM THE ADA COUNTY HARN SURVEY. 00 O 4 0 U ro _ _ _ _ N = - -� _ _ _ _ J COVERED PARKING: 16 SPACES PROVIDED 16 REQUIRED 9. THERE IS A 35' WIDE LANDSCAPE BUFFER PROPOSED ON THE NORTH SIDE OF E. McMILLAN RD LEGEND �-�_ �') - - - - _ _ _ _ ( ) ADJACENT TO THE SOUTH BOUNDARY OF THIS DEVELOPMENT. THIS 35' IS MEASURED FROM THE � - 101.00' ADA PARKING: 2 PROVIDED (2 REQUIRED) BACK OF THE EXISTING CURB, TO THE NORTH SIDE OF COMMON LOT 13 OF BLOCK 1. EXISTING PROPOSED I I I - - w -- --- -- -- PROPERTY LINE I N I I BIKE RACKS: 6 PROVIDED 10. THERE WILL BE A SHARED PARKING AND ACCESS AGREEMENT FOR THE PARKING LOTS THAT 4 a) --- -- -- --- - - - - PROPERTY LOT LINE CO I z 2 REQUIRED (33 SPACES / 1 PER 25 SPACES) SERVE THIS DEVELOPMENT. h� o Q - - - - CENTERLINE PROPOSED BUILDING SETBACKS: o --- --- - - - - - - -RIGHT OF WAY FRONT: 10' (10' REQUIRED) con m --- SECTIONAL LINE o SIDE: 10' (3' REQUIRED) 0- - - - - - - - - -EASEMENT , o I I REQUIRED).- - - - - - - - . I II � � LOT 7 REAR: 12' ( .12�. _ _ m00 EP EP EDGE OF PAVEMENT I I I I - _ _ - _ _ I I a o0 I I . . . . . . . . .oa.. . 101.00' - - n EG EG EDGE OF GRAVEL cn N Gam G UNDERGROUND GAS LINE I I PROPOSED FIRE HYDRANT Ln, w W WATER LINE I JI s o 8w 8W 8" WATER LINE 6w sw 6" WATER LINE POSSIBLE LOCATION OF ~ - _ 101.00 - - I . . .I W I I o 1ws - 1" WATER SERVICE LINE ACHD SEEPAGE BED AND . . > . o I LOT 10 a s S SEWER LINE RETAIN AND PROTECT STORM DRAIN EASEMENT GLgN . . .�. . . o I of00 -I �. . . . . Q. . . . . . . . 8S 8S 8" SEWER LINE EXISTING GRAVITY I SEp EPR` Z 5,050 SF o IRRIGATION LINE ROPO D\V\S\ON W I L 4S 4S 4" SEWER SERVICE LINE L7 I P Sug R-$ I > 12SD 12SD 12" STORM DRAIN LINE od I �t ZONE: I O MI . . . . . . OHP OHP OVERHEAD POWER I I W I tl o UP UP UNDERGROUND POWER I I +o ..:. . ,:, ..�.L m. ...:.� . . � � UT UT UNDERGROUND TELEPHONE I I LOT 8 5.0' Z . . . . . . I _ J or'� a_ o FLOW LINE THIS LOT (LOT 4 OF BLOCK 2 OF EARL GLEN SUBDIVISION) I I I . . •. . . . . . . . 5.0 - - - _ _ _ _ _ �r I � L 00 GB GB GRADE BREAK WILL BE USED AS COMMON SPACE TO PROVIDE AMENITIES I 6, 141 S I I 34.0' 101. - - - - Q U) CD p V FOR CONDITIONAL USE PERMIT REQUIREMENTS FRO THE \\\ 10 0' -- (3r 0 V _GC GC GRADE CHANGE MULTI-FAMILY LOTS IN LOTS 12-14 OF BLOCK 1 AND THE I GLEN LJJ Z 0 0� TB TB TOP OF BANK OTHER RESIDENTS IN THE SUBDIVISION I OSED EpR N z LLJ o ro TOE TOE TOE OF SLOPE I I II PROPOSED 8" WATER MAIN . 48,0 ... . . . . . . N I PROP SVgD\v\R B J o 00 PI 4PI PRESSURE IRRIGATION LINE I L� I. ZONE I m (n z c o IRR IRR GRAVITY IRRIGATION LINE I I o �// ao I LOT 11 I w N 0 O CHAIN LINK FENCE 89 19' o . . . . . . . . . . o f a z 20.57' - - - - - - - . . . : . 5, 102 SF o - ❑ WOOD FENCE EXISTING 8" DIA - - o '43? PROPOSED 8 SEWER MAIN �I X❑ "" VINYL FENCE R SEWER MAIN IR �� X X WIRE FENCE / 2601------- CONTOUR / W. B.W. $W. . . . . . . . . . . . SSMH . . . . . . . . O OO OO SEWER MANHOLE �J .' . . o I. . . . .' '.' '. . . . . . .� . . . LINE BETWEEN . . . . . PROPERTY LINE o0of WATER BIBB/FAUCET - s PROPOSED DRIVEWAY J ❑ W � 22' � � R-15 AND R-8 oco oco SEWER SERVICE MARKER / / . . .o. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �87'44'05"W CLEANOUT . . rn 107.14'�_ J Jib . . . . . . . . FIRE HYDRANT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . o - o . . . PEDESTRIAN CONNECTION TO . 2 7 �w WATER WELL / PROPOSED ACHD SIDEWALK . / . I Q Z . . . . ED Li- . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . W WATER METER - ® CONNECT TO 1 SETBACK ❑w wV WATER SERVICE EXISTING STREET PROPOSED DRIVEWAY ADA RAMP . 2 REAR / PROPOSED Da ® WATER VALVE 0000 . . ,1: : Z) Cn cn i TRASH ® BLOW-OFF ASSEMBLY & VAULT _ o ENCLOSURE O�Q 12.0' PROPOSED 5 TEMPORARY BLOW-OFF - - _ - 114. 3' v - - - - /(. . . ZONE' _ o, � 2 SEEPAGE g-1 E BED PR PRESSURE IRRIGATION DRAIN / //� 4.80' . . o. . . . . I I O 0 ] co PIPE END CAP EXISTING VERTICAL CURB, GUTTER cb� 25.0 LOT 12 cz 7 0�° - MM 00 ]I PIPE ADAPTER AND 5' WIDE ATTACHED SIDEWALK "�� PROPOSED "" �. 5'S� 17.0 25.0 7 . a i� Z W FITTINGS W/THRUST BLOCK SEEPAGE BED . . EASEMENT 4. 9 6 Q - 78 S II EXISTING SEEPAGE BED / O y � C N I. . �. - - 1 : . 4 PLEX V J . . . . . . . . . . . . . . . w =. . (MULTI FAMILY BUILDING I Lu WEREMEN e ° 4 STALL 4 STALL �. OO O STORM MANHOLE CARPORT, TYP 4 . CARPORT TYP 4 `� 7 0' 7.0'; 6.0' 4' WIDE SIDEWALK � 7 � O FROM UNIT TO Z W ® STORM DRAIN CATCH BASIN EXISTING FIRE -IcV MW 21.3' ��. .'� . . PARKING LOT, TYP - 1 �° ' . `_'. _ W o STORM DRAIN DROP INLET HYDRANT I - "- a . .-'!". PROPOSED I EXISTING ACHD 10�.0' °' �. . BIKE RACK 15.0' i PIV O O SAND AND GREASE TRAP IR STORM DRAIN I o ~ Q . . . . . .I. �. a$ r 4J (o Q AIR RELEASE VALVE I z I I (12 STALLS-AT 9' WIDE) r PROPERTY LINE J LLJ v ®IRR IRRIGATION BOX PEDESTRIAN . .. . m �. . CONNECTION TO MW ¢ 8 •12'29"E I 4'0 I N p�PpE J 0 OO ® IRRIGATION MANHOLE EXISTING ACHD �---=-- -�- a , . - /� o i 130.12' SH V\S L.L UTILITY POLE SIDEWALK 0 z ¢ vgD\ �g r . . 4 STALL w . . . S R o i� E POLE ANCHOR I I ow a CARPORT, TYP 4 Q Q Q 00 0❑E ELECTRICAL BOX I .a b ao. ° I Ia LIGHT POLE W I o o .Q ❑ `� I PROPERTY LINE O W 0 TELEPHONE RISER 4' WIDE SIDEWALK PROPOSED . . .z ¢ , EXISTING 8' DIA w FROM UNIT TO BIKE RACK ¢ 10.0 - (� © GAS METER/MARKER > C � o PROPERTY LINE 0 o WATER MAIN v N PARKING LOT, TYP ¢ . . ADA RAMP N © GAS RISER Q N �, EP ADA RAMP ¢ 0 10' PUBLIC UTILITY, Z LOT 14 z o © CABLE TV RISER Z z cN ¢ I IRRIGATION AND DRAINAGE Q o o MAILBOX I o 1813' ° 2 0, 418 S F J Yw l i� } I I EASEMENT U SIGN 8-PLEX J¢ . . "? o i . . LOT 1 3 o DRAWN SCALE BARRICADE w PROPO 5 (MULTI-FAMILY BUILDING) N . .. . .:`j r. .... . .... . �' �° 9, 687 SF LBW SHOWN 0 0 DECIDUOUS/CONIFER TREE IR m ZONEo R z . . o I 1 . . . : : . . . . . . . 4-PLEX O LLJ LOT NUMBER Z 15.0'_ 7 0' 7 0' (MULTI-FAMILY BUILDING) CHECKED REVISION . . . . . . I e DETAIL NUMBER g S --------- J 4 STALL !: . ! p LBW C o - SHEET NUMBER Sp? IR I CARPORT, TYP 4 I DATE 3 ACHD DRAINAGE . ;` 0.40% GRADE & DIRECTION OF FLOW WOOp\ AN�S\ON 7 0' SJ C,N EASEMENT - I - 17.0' 131' 05/19/2015 I o . . . . . . . . . . o PROJECT �I 2.51' - - - N 9 N 14015 NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND IR IR IR IR _ _ 17 41_ " a _ _ � - ° j AND MAY NOT APPLY TO ALL PROJECTS. 4P1 1\---4PI m - - - - - I TITLE > I 4' WIDE SIDEWALK - ----------- 4PI 5' EASEMENT _ 4PI o 4PI a) ABBREVIATIONS I S \ FROM UNIT TO PROPERTY LINE `� PROPERTY LINE �9 PARKING LOT TYP RETAIN AND PROTECTOf .� _ LOT 15 PROPOSED 35' - w- - - - - - - - 0 10 20 40 EARL GLEN a AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK sr° EXISTING GRAVITY - - �•� �- -LANDSCAPE BUFFER -�- v? 0- BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB �Q,- d� L! IRRIGATION LINE _ o B o - - - - - - - - - - - 6, 796 SF (SEE NOTE 9)- -m- -4' WIDE SIDEWALK _ - - -N W SUBDIVISION CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURBLo M CB ��\ - - FROM UNIT TO CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE \�- _ _ _ _ _ PARKING LOT, TYP SCALE (FT) CUP SITE PLAN CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK I S8912'29"E-277.57' FOR CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURV TYP TYPICAL DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL IR MULTI-FAMILY m EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT CB 3 LOTS a' EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER REMOVE EXISTING DRIVEWAY O 3 FL FLOW LINE R RADIUS APPROACH FROM E. McMILLAN RD EXISTING VERTICAL CURB, GUTTER cof AND 5' WIDE DETACHED SIDEWALK SHEET j FLG FLANGE ROW RIGHT-OF-WAY (SEE NOTE 19) o o W W W W W W W W W W W W W W W W W W W W W W N _ GB GRADE BREAK SDR STD DIMENSION RATIO GC GRADE CHANGE STA STATION W W ` W W W W _ IE INVERT ELEVATION STD STANDARD E. McMILLAN RD SECTION LINE \` W EXISTING IN DIA o LF LINEAR FEET TB THRUST BLOCK - - N LIP LIP OF GUTTER TBC TOP BACK ROLLED CURB -- WATER MAIN - - - 1of1 L