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CC - Preliminary Plat F_ REVISIONS PRELIMINARY PLAT OF ------ ---- ----- - - -_____'. A 07/22/14 REVIEW --- -- ----- ------ ------ ------------ ------- B 01/13/15 LOT ADJUST -- ------ --------- EARL -------- -----------r C 05/19/15 APARTMENTS , -- - - LOCATED IN A PORTION OF THE SW 1 /4 OF THE SW 1 /4 OF SECTION 29, TAN , R. 1 E , BOISE MERIDIAN , CITY OF MERIDIAN , ADA COUNTY, IDAHO o l J -------------- -------- MAY 19, 2015 ---------------- �`` -� ti� do � IJ Q O \ 1 � � 1-------_II E. McMILLAN RD ---- U �------- ----------- o � o\ � � ------------------------- ----------------------- PROJECT SITE EFt\DPN S�Ng 8'" DNACWATOERMAIN EXISTING j -------- LLI ------------------- --- THIS PORTION OF THE PROPOSED ROADWAY IS C SN BD\v\ 8 2 1 ----[-- ---�--� , P SV E R� EXISTING 8" DIA N LOCATED OUTSIDE THE BOUNDARIES OF THE ZON SUBDIVISION AND WILL BE DEDICATED TO ACHD WATER MAIN BY A SEPARATE INSTRUMENT - - 149.17' - 2610- �'R Z ' ......... US .......... .................................... .... , ----- -s m ... W _ ---- -------- �pC BW... ....3.............................. , -------- ------------- i ' m :.':::::�:::::::::.'::. :::.':::::. ::::::::.':::::. W _ 40 N' D 0 ..::.o:::::::::. ::::::::::::::. ::. _ �� o0 0 LEGEND 50 vE R ��� ,..' 0 0 :.:'::::::.::::.:::::. . . . . . o:: •:::. . . . . .:'. o CONNECT TO R U - - G �. 0 0 C ::: _ - EXISTING STREET- E. ROARING CREEK ST ------ .............. EXISTING PROPOSED R . M.. o ----r----- c� ----------------- ----------- NE ': r:: . .. r:: .. ... .. ..::....:'::'::::r:':: :::: : :'::;':e:r:'rr'c `_ --------------I ------ ------------- - ".- N ZO S�> _ I PROPERTY LINE _ - a:6 ..,. „ Eo f 6 < 4 6 6& ............ ....................................... ....�:::::::::::::::::::::.... __-- J C_------1_-- l_ �_ �. �_�_-�_-- EXISTING ------------- - - - PROPERTY LOT LINE ------------:2�nft---- =-= & _------- s' :.::::.:::::. ::. ::::::' o. . I ----___ -------- ----- ----- ----- - -- --_S89'20'51"E 309.26 So w-- - s _�. _ R SEWER MAIN VICINITY MAP - - - CENTERLINE � X �-- `�2 - 2608��, o 1780 E. McMILLAN RD, MERIDIAN, IDAHO 83646 bog 60894�50' =o- 62.59 :::: �')� - 0.63'-kR 51.52' IR 50.02' 30.02' -2610-- ' u1 a _ I R/ B H� Q - - - - - - - - - - RIGHT OF WAY ------ -� \- r - N.T.S x --- SECTIONAL LINE 260�\ \� ;` 1�10.0= I `L� PROPOSED PRESSURE I o Q°. N I RETAIN AND PROTECT EXISTING - - - - - - - - - - - - - - EASEMENT 10.0' 5.0 :::::' : : :: :'::':5.0' IRRIGATION LINE m EP EP EDGE OF PAVEMENT o 10' PUBLIC UTILITY, r o \o0 34.0` :::: M I I i o k.� GRAVITY IRRIGATION LINE AND BOX GENERAL NOTES o LOT 1 EG EG EDGE OF GRAVEL IRRIGATION AND DRAINAGE I 5,856 SF n 48.0 R.....O. o I I I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY m 00 EASEMENT I I 'o I I LOT 4 LOT 3 LOT 2 GAS G UNDERGROUND GAS LINE ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE CHAPTER 22, TITLE 55 REGARDING o0 ui B I:::;;;;: :: 5,817 SF 5,039 SF �n 6,463 SF LOCATION OF EXISTING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT 5 � w W WATER LINE - I- - 1 P rn ' ' ' I 6J I PRESSURE IRRIGATION S87°44'05"E -F r ...R124.0 0, I �0 99,' PUMP STATION LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY � 8W 8W 8" WATER LINE - - c i .' '...:.►': . RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE a-' 6W 6W 6" WATER LINE 96 83'- �} R�17.0 :: R100 a3p' I Ln (SEE NOTES 7 AND 11) AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE COMMENCING ANY o 1w� 1" WATER SERVICE LINE o R I h I 0 UNDERGROUND WORK AT 811 OR 342-1585. cu PROPOSED UNDERGROUND I, :` :'. �c� I o o S S SEWER LINE N o I 0 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF PRESSURE IRRIGATION LINE \ \ \ I 8S 8S 8" SEWER LINE II LOT 2 o O� J I I MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC Ln 5,773 SF c9. :? ::: ? . `10 1 L -` - WORKS CONSTRUCTION (ISPWC). Ln a 4S 4S 4" SEWER SERVICE LINE I \ \ ` 47 19 IZT LT_ - - 80.00', _ I I 10' PUBLIC UTILITY, 00 - - - - IRRIGATION AND DRAINAGE 12SD 12SD 12" STORM DRAIN LINE 1- ` ��g _ 3. ALL SANITARY SEWER LINES SHALL BE 8-INCH IN DIAMETER UNLESS OTHERWISE NOTED. SEWER OHP OHP OVERHEAD POWER �- �* EASEMENT SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. _ _ 10.0' UP UP UNDERGROUND POWER -118.20' \�s�'\ FD Rom$ ` 4. ALL DOMESTIC WATER LINES SHALL BE 8-INCH DIAMETER UNLESS OTHERWISE NOTED. WATER UT UT UNDERGROUND TELEPHONE I �� O Z� LOT 5 o SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. ��p, "� d?:..h' R:\ \ 7,831 SF o J � co LO FLOW LINE \ u, 5. THIS PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN. J o o GB GB GRADE BREAK I oN I J > rn LOT 3 \ \ p�.. :::::':. \ \� I o ro a_ O ui L o0 GC GC GRADE CHANGE n I 7,788 SF �8 6. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM PROPERTIES, SHALL R S 00 _ N8T44'075'w- - - _ _ BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. Q U TB TB TOP OF BANK Z \ d' 3 20' 134.42'- (D +� I TOE TOE TOE OF SLOPE SpFt\NGS �' \ :: ^` 7. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS DEVELOPMENT BY W Z PI 4PI PRESSURE IRRIGATION LINE pDLPND S\pN - \ S \ UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN EXISTING PRESSURE IRRIGATION PUMP W v - I`� wp SDgD\v\C,N S87°44'05"E- \ LOT 6 0 `pCE STATION LOCATED IN LOT 2 OF BLOCK 1. z J C 0 IRR IRR GRAVITY IRRIGATION LINE \NE• 165.91' c5. I o p,N p p o 00 r, Zp 6 \ 5,880 SF o SNER\D v\S\ON o O CHAIN LINK FENCE �- \ Dgp\ g 8. STORMWATER WILL BE RETAINED ON SITE OR DETAINED PRIOR TO DISCHARGE INTO THE m (n Z N HISTORICAL DRAINAGE FACILITY. THIS PLAT CURRENTLY SHOWS THE CONCEPTUAL LOCATION OF W L o .� ❑ E] WOOD FENCE ZO W U 00 FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND FACILITIES WILL BE DETERMINED AS PART � CV X❑ VINYL FENCE S87°44'05"E �10,' - _ _ _ - `tI OF FUTURE SUBDIVISION DESIGN. STORM DRAIN LINES, RETENTION FACILITIES AND TREATMENT a Z X X WIRE FENCE �`105.97'- SHALL COMPLY WITH DEQ'S STORMWATER BEST MANAGEMENT PRACTICES AND BE APPROVED BY I 95.69' ACHD.126o7 CONTOUR W LOT4 �� N q OSSMH O SEWER MANHOLE L6 26,091 SF �� ro 9. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEY, MAY 2014. PROJECT ❑s WATER BIBB/FAUCET 0 I "'I LOT 7 o DATUM IS THE NAVD 88 DATUM. co co SEWER SERVICE MARKER �*„o o LOT 5 I 5,107 SF I o PROPOSED UNDERGROUND 0 o CLEANOUT w o Ln 5,506 SF LO 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE CURRENT SUBDIVISION �y o I I PRESSURE IRRIGATION LINE J~ FIRE HYDRANT cv M o N STANDARDS OF THE CITY OF MERIDIAN. N -A N : : :L.......; _ OW WATER WELL N _ 11. LOTS 1 AND 15 OF BLOCK 1 AND LOT 4 OF BLOCK 2 ARE COMMON LOTS THAT WILL BE OWNED z _ _ _ : ::: :::::::: :: -101.00'- AND MAINTAINED BY THE SUBDIVISION PROPERTY OWNERS ASSOCIATION. LOT 1 OF BLOCK 1 WILL �W ® WATER METER I 0 Z -101.00'- I - CONTAIN THE EXISTING PRESSURE IRRIGATION PUMP STATION. LOT 15 OF BLOCK 1 IS THE LANDSCAPE BUFFER ALONG E. McMILLAN RD. LOT 4 OF BLOCK 2 IS A COMMON LOT/OPEN ❑w WATER SERVICE r :. 0 r Wv I o LOT 8 o N SPACE AREA FOR THE RESIDENTS OF THIS SUBDIVISION AND THE TENANTS IN THE MULTI-FAMILY ® WATER VALVE o I I I 5,050 SF o z_ - BUILDINGS. ANY EXCESS COMMON SPACE MAY POTENTIALLY COUNT TOWARD ANY REQUIRED OPEN O Ln O BLOW-OFF ASSEMBLY & VAULT r o LOT 6 I ::::v :::::: :: : \ \11 10I SPACE FOR ANY FUTURE EXPANSION OF EARL GLEN SUBDIVISION. �- `nn 5,555 SF o :.:ao:::::::..t. .. VJ TEMPORARY BLOW-OFF I I L e K PROPOSED UNDERGROUND X a,' 0 0 .............. gLO I 12. SEE THE ACCOMPANYING CONDITIONAL USE PERMIT SITE PLAN FOR CONFIGURATION OF THE PRESSURE IRRIGATION DRAIN r K PRESSURE IRRIGATION LINE \`� PROPOSED MULTI-FAMILY APARTMENTS IN LOTS 12, 13 AND 14 OF BLOCK 1. � > � ] PIPE END CAP � o r � J I -101.00'- 0 - _ 13. THERE IS A 10' PUBLIC UTILITY, IRRIGATION DRAINAGE EASEMENT AROUND THE PERIMETER OF THE � SUBDIVISION UNLESS NOTED OTHERWISE. ]I PIPE ADAPTER o � � FITTINGS W/THRUST BLOCK 10.0,' 101.00- -�-I o Q M�M 00 I - �5.0......: ... ... 5.0 o I LOT 9 o J W (D EXISTING SEEPAGE BED I b 34.0'::: ' 0 5,050 SF o 14. THERE IS A 5' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT ALONG THE INTERIOR LOT - N 0 `i I I`) I o LINES OF THE LOTS INTENDED FOR SINGLE FAMILY RESIDENTIAL USE. THERE IS INTENTIONALLY Ia: : L / z o o PROPOSED FIRE HYDRANT I NOT AN EASEMENT ALONG THE INTERIOR LOT LINES BETWEEN LOTS 12, 13, AND 14 OF BLOCK 1. OD OO STORM MANHOLE I I LOT 7 0 48.0 R.O.W. Q U ® STORM DRAIN CATCH BASIN I n 5,555 SF I � T 15. SEE STREET DETAILS ON SHEET PP-2 FOR TYPICAL SECTIONS FOR THE PROPOSED STREETS. ® ® STORM DRAIN DROP INLET POSSIBLE LOCATION OF I - - z z ACHD SEEPAGE BED AND 'I :::: W -101.001- 16. THE EXISTING HOUSE AND OUTBUILDINGS ON THIS PROPERTY WILL BE REMOVED AS PART OF W _ Q SUBDIVISION DEVELOPMENT.O O SAND AND GREASE TRAP STORM DRAIN EASEMENT -' 10 0' \� W O OPIV AIR RELEASE VALVE - - - - - o \ J Q 101.00' - Z l o LOT 10 \0 17. THE BEARINGS SHOWN ON THIS PRELIMINARY PLAT MAY HAVE BEEN ROTATED FROM THE ORIGINAL LLJ J I\ IRRIGATION BOX RETAIN AND PROTECT - ,' \ ::::::. . . a� o o r N � � I0.O �I > � I 5,050 SF I � SURVEYED BOUNDARY TO MATCH THE BEARINGS FROM THE ADA COUNTY HARN SURVEY. �I� O EXISTING GRAVITY oo i IO 11 `J O ® IRRIGATION MANHOLE i �g 10' PUBLIC UTILITY, �I O IRRIGATION LINE oo R UTILITY POLE w 0 I ZQND ,:I ` IRRIGATION AND DRAINAGE 18. THERE IS A 35' WIDE LANDSCAPE BUFFER PROPOSED ON THE NORTH SIDE OF E. McMILLAN RD U CONNECT TO EXISTING o LOT 8 B W:::::: EASEMENT J I ADJACENT TO THE SOUTH BOUNDARY OF THIS DEVELOPMENT. THIS 35' IS MEASURED FROM THE J POLE ANCHOR 8" DIA WATER MAIN 6,141 SF P m - - _ _ _ - BACK OF THE EXISTING CURB, TO THE NORTH SIDE OF COMMON LOT 13 OF BLOCK 1. ❑E ELECTRICAL BOX �I CO I 10.Q' l0 ....... ... ....... ... E i CONNECT TO EXISTING Z N 19. NO LOT SHALL HAVE DIRECT VEHICLE ACCESS TO E. McMILLAN RD UNLESS OTHERWISE APPROVED a , LIGHT POLE " A N 8 DIA SEWER MAIN ��� cv IN WRITING BY THE CITY AND ACHD. ❑T TELEPHONE RISER ..... . . .. . .... . © GAS METER/MARKER iQ 5 cn 20.57', 89. o `` �:;�::':�:':�:��::�:'::�:;�::':: I 102LOT 1SF 'o - - - -� 3 �....:.. ........ .. 1. EXISTING 8" DIA R - o. n © GAS RISER SEWER MAIN "" /10.0' R-$ Ln © CABLE TV RISER N , :.':::'.:': :. 3:':::':: sw': r;:: ........................... ': :; :;': :; :::::: :'::'::: - TO I �PCE DEVELOPMENT DATA o a..................... ..................................... -N87° - J I PN p 0 0 i:: :::??`::'::':: O: :'':: :':: ::':::': ::'::'::::::':::'::::.... .. 44'05"W \D pN MAILBOX , F 1 _ . .pro .. : ��-�� SNEVgD\�\S\,g TOTAL SUBDIVISION AREA: 4.65 ACRES °� �- SIGN co::. :::. ::...:.... .::.::::::.......'..':... ::'. ::: -1 _ S IONg: R ......... 2606 BARRICADE LINE BETWEEN :...'::::.': r CONNECT TO `�r :. -0� _ EXISTING ZONING: R-8 -. OF ° d EXISTING VERTICAL CURB, GUTTER R-15 AND R-8 R 15 O DECIDUOUS/CONIFER TREE EXISTING STREET w.......T" - ee :.:. . , E, R J I - DRAWN SCALE AND 5 WIDE ATTACHED SIDEWALK) y Z� PROPOSED ZONING: R-8 & R-15 1 _- a . .. . 11 TOTAL LOTS: 23 TOTAL O LOT NUMBER r i r - - - 24. I I I LBW SHOWN 1 : :: :... ai i i �5�. '.:'::':: : ::::.:' .......... ::':'::' LOT 12 c DETAIL NUMBER �' 1: ;:: ::::: ::::;::.. :.. .. . . :. .:.. .. : .. ..: ;:: , 9,678 SF 17 SINGLE FAMILY RESIDENTIAL (R-8), CHECKED REVISION ° e SHEET NUMBER `? :::::; :::;' ::'':' >: :I: } ::::'::':::: 'I �I 3 MULTI-FAMILY RESIDENTIAL (R-15), C , ........, JEXISTING ACHD UP LAYOUT -:, :f: i ;:: I 3 COMMON LBW C �: . :. :. 0.40% GRADE & DIRECTION OF FLOW EXISTING FIRE HYDRANT ' o l STORM DRAIN F: T:r: :T:y.::: SHOWN ,.....,;:.�. ` I N° '::5 SEE NOTE 12 'd! :.. :. .. . ...a : : :: I COMMON LOTS: 3 TOTAL (SEE NOTE 11) DATE R a i B -.Y::: :::;:: . : :::: .:.'.: ::9::;:,c:;::�,::' ° (LOTS 1 AND 15 OF BLOCK 1 & LOT 4 OF BLOCK 2) S. ..... ._. .. �..... .. . �' I 05/19/2015 N , .... ..... ...... 12'29"E--- o _.............. ..... ...... .......... ......... ...... ............. ...... NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND -------------' =--- -_- COMMON LOT AREA: 0.79 ACRES± AND MAY NOT APPLY TO ALL PROJECTS. i r 7 10' PUBLIC UTILITY, PROJECT cn Q ....f.. z:.'::.'::: I IRRIGATION AND DRAINAGE i w - ± ± I AVERAGE BUILDABLE SIZE: R 8: 5 531 SF 0.13 ACRES o r Z o _ / � �\ � " � : ::: : : ::::: : : :'::'..':. :: ° ` I EASEMENT • ( ) 14015 ABBREVIATIONS EXISTING 8 DIA I N n D Ot7►, 10.0' R-15: 13,261 SF± (0.30 ACRES±) OPO �5 �" r F:::::':::: TITLE v WATER MAIN p N L pit R� LOT 14 >� AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK N °, r p�lE `... , f - GROSS AREAS (THIS INCLUDES ROADS AND COMMON LOTS): z Z 20,418 SF r'::':: +::a : BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB ti I r z w r i :. a... .o �..L;. .. .. I - LOT 13 ❑ o R-8: 3.52 ACRES W l 9,687 SF I R-15: 1.65 ACRES EARL GLEN iR \\\ i s Ln a CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURB GS CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE ND SPR\N h �\ m TO BENREMOVED G HOUSE RETAIN AND PROTECT PROPOSED 35' GROSS DENSITY: R-8: 4.83 UNITS PER ACRE± SUBDIVISION a CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK WOpD�gD �\.1 of 6�S B Z EXISTING GRAVITY m LANDSCAPE BUFFER I R-15: 9.70 UNITS PER ACRE± 5 C N (SEE NOTE 15) ❑ ❑ IRRIGATION LINE CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURV TYP TYPICAL ZONE IF 2^ c S' - ` I _ (SEE NOTE 18) E _ I 0 20 40 80 NET DENSITY (THIS EXCLUDES ROADS) DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL ua Jl c R 2.51 �� - o PRELIMINARY 9 c_...._..... \ � R-8: 7.88 UNITS PER ACRE± L EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT \ SR -__ IN ` R 4Pi R-15: 14.96 UNITS PER ACRE± >_ EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER LOT 615 c) __ - --- 2s0 �i�0 Sz' ,------- _- g, in.�. �_-T -2606__ SCALE (FT) PLAT FFIL LG FLOW LINE R RADIUS �48 \ oe ' �sr� - _ __- - P Ao -„M o -� N R 00 �P ENGINEER DEVELOPER a' FLANGE ROW RIGHT-OF-WAY � � � " � _ � ---- _ S89°12'29"E-277.57'� � 3 GB GRADE BREAK SDR STD DIMENSION RATIO _ R LANCE WARNICK, P.E. BRINEGAR INVESTMENTS, LLLP a GC GRADE CHANGE STA STATION _ 3 ASPEN ENGINEERS, CHARTERED 1925 N. Locust Grove Rd SHEET _ C C 2sog�p EXISTING VERTICAL CURB, GUTTER 485 W. MAIN ST, SUITE B Meridian, Idaho 83646 o IE INVERT ELEVATION STD STANDARD _L_ W 26 W W' -�W C W V WI- __ l" C AND 5' WIDE DETACHED SIDEWALK PO BOX 205 Contact: Russ Poe MW LF LINEAR FEET TB THRUST BLOCK 2669-` QP E. McMILLAN RD �60g ,SECTION LINE N _ LIP LIP OF GUTTER TBC TOP BACK ROLLED CURB - / I W W W KUNA, IDAHO 83634 (208) 353-1509 _ - 1 - (ww.A pen En8181 giineers.com o REMOVE EXISTING DRIVEWAY EXISTING 12" DIA j APPROACH FROM E. McMILLAN RD --- (SEE NOTE 19) WATER MAIN 1of2 L