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PZ - Preliminary Plat - Sheet PP-1 (RevC)LEGEND PRELIMINARY PLAT OF EARL GLEN SUBDIVISION 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 MAY 19, 2015 a \ 1 � CE CONNECT TO EXISTING W ER\DFN SON 8" DIA WATER MAIN m THIS PORTION OF THE PROPOSED ROADWAY IS P SH SUB E \ R'a EXISTING 8" DIA U LOCATED OUTSIDE THE BOUNDARIES OF THE ZON WATER MAIN N SUBDIVISION AND WILL BE DEDICATED TO ACHD N89°20' 1"W _ _ 41111 BY A SEPARATE INSTRUMENT - - - - -o - - - - -- 2610- ®,R Z 149.17' --10 - CUS� 8:.:-:: --_ _- - LO W W --- Vd W W N 5p4 vE R SY� o ]:::::::::::- ::.�::: 0 CONNECT TO GF O (COU N �::�:�: �: 0_ =EXISTING STREET E. ROARING CREEK ST U r� .:' N ........................................................... I 0 Z I .......................................................................... ........................................................................ 1 _................................._.__........._.................. S- - - - - -- - ............ ....... ........... .. STING 8" DIA --------- _ `EXI --.2��� - _-- ----=_ ___==S89'20'51'E`-3�. _ R 0 �MAIN----___ - c X 264 - 2608 o, _ SEWER - R 08 R 94.50';0- 62 59 0.63 �R L 8" - i I� �O�o�� , IT R j B 2610-- 71 10.0- _ ...:. '..... - - v 260 � PROPOSED PRESSURE51 52', � 50.02'���-�30.02� I , 10.0' - 5.0';:.100.. �: 5.01 ( IRRIGATION LINE „ N i LL_ L J RETAIN AND PROTECT EXISTING IRRIGATION o 0 34 0 I ( I o GRAVITY IRRIGATION LINE AND BOX 10' PUBLIC UTILITY, o LOT 1 N AND DRAINAGE %\ i I 5,856 SF Ln 48.0' R.O.W. n I I I I ..I\ EASEMENT 'o I LOT 4 LOT 3 LOT 2 \ B I ..: ... 5,817 SF 5,039 SF 6,463 SF LOCATION OF EXISTING I_ I P o� I PRESSURE IRRIGATION - S87°44'05"E PUMP STATION I- -96.83'- _ 8117 p RoOORa3 I I ( I (SEE NOTES 7 AND 11) o L. O PROPOSED UNDERGROUND �. II 'n 1 �-. � \ I o 0 PRESSURE IRRIGATION LINE `V LOT 2 \ _ \ ,� I o I - - LO o LL n 5,773 SF �. ...... : 10 - 4719 } 1 51.50' - - 80.00' I 1 10' PUBLIC UTILITY, \ - - �- - - IRRIGATION AND DRAINAGE - -178.6-9= - _ EASEMENT - - 0 - . : n :::: -118.20' LORA R� 8 \ LOT 50 �'::.5 I o >� ...... \ 7,831 SF 1 0 ... - 0 LOT 3 V' p,• ....'....'::. Ln 7,788 SF R,8 S .: �::. - - - N-S7`44'�5 W- ZON134.42'- \ 3.20' - SPR\NGS o- \ pODL \4\S\O "S87°44'05"E- \ ... .... .... . W\35D\,N �- -- _ \ CE 7_04r- ' C 16 5.91 ' 6 �5 . \ 5,880 SF I o SNER\D PN \5 pN 6' 9 • L0 S\1BD 8 S87°44'05"E - - 95.69' =105.97'- 1 LOT 4 I 1 Cq N � 26,091 SF L 0 �1 LOT 7 0 o I� I LOT 5 5,107 SF I o PROPOSED UNDERGROUND w o \ �n 5,506 SF n o I PRESSURE IRRIGATION LINE `� O'i:iC?.:'? N N NN - - I -101.00'- - w Ln 2 -101.00'- Ln o LOT 8 o N o I 0 I 5,050 SIF \ 0 z_ _ LOT 6 I � u' I Ln t Ln 5,555 SF PROPOSED UNDERGROUND\ a 0 10 { " L g�.0 PRESSURE IRRIGATION LINE ori Ll v - ` 101.001 - EMI _ 100' LW o�'41- LOT 9 0 34.0 I o I 5,050 SF oo' N0 LO �x o LOT 7 0 48.0' �R 0W. - PROPOSED FIRE HYDRANT L I 5,555 SIF v � j I - POSSIBLE LOCATION OF Ld I - - - - - ACHD SEEPAGE BED AND I `::::? - _101.00' - STORM DRAIN EASEMENT x _ ��� Q �- 10.0' - -101.00' - RETAIN AND PROTECT !' /�v °° ` (b I 5.0501SF o EXISTING GRAVITY 00 I 10.0' R�8 IRRIGATION LINE C6 �� 10' PUBLIC UTILITY, �� - IRRIGATION AND DRAINAGE I I U CONNECT TO EXISTING o ZpNE� OT 8 B `r .:. W :.:.: EASEMENT J 8" DIA WATER MAIN 4 I 6,141 SF P m I- - - - - �� 10.0' N F -101.00'- - CONNECT TO EXISTING Z 8" DIA SEWER MAIN �" P _ � N 20.57' _ 1 89. of �� o_:::::::.:::�::::::: I CLOT 1cc ----1 o EXISTING 8" DIA SEWER MAIN F1 j- 2606 _ i EXISTING VERTICAL CURB, GUTTER ` / AND 5' WIDE ATTACHED SIDEWALK `O Clj EXISTING FIRE HYDRANT, icw EXISTING 8" DIA I WATER MAIN GS R PND SpFt\N W00� SBD\V\SAO N ,� � II Eos B ZONE• C _ I N IF \ I Iva�i - M � d � --- = .� �4P1 ----- OT - 1 5 W � - - �..-� 7q /; � - � -_ - -__- 6,796 SF � moi- M ��-� T --L�; 2606__ SCALE FT �8 VF - ------------ j w Ao m -_9 N �P \ J --- S89°12'297E-277.57' - R(n) I _ W _ \_w -2609 REMOVE EXISTING DRIVEWAY APPROACH FROM E. McMILLAN RD (SEE NOTE 19) -- ---- EXISTING � w �� Q) PROPOSED _ � a o Q - - - - - - TOTAL LOTS: - - - - PROPERTY LINE +I l_ ---------- vv - - - - PROPERTY LOT LINE �(' W_ W - - RD -_SECTION LINE I - - CENTERLINE - G JU � o co w z --- ----------RIGHT p EXISTING 12" DIA OF WAY /) r �J7 - - - WATER MAIN �o SECTIONAL LINE W -------- q - - - - - - - -- EASEMENT cC EP c 0 t EP EDGE OF PAVEMENT Ln a EG EARL GLEN EG EDGE OF GRAVEL SUBDIVISION GAS R-15: 9.70 UNITS PER ACRE± G UNDERGROUND GAS LINE ROADS) W W WATER LINE 8W PLAT 8W 8" WATER LINE 6W 6W 6" WATER LINE 1 ws 1" WATER SERVICE LINE S S SEWER LINE 8S 8S 8" SEWER LINE 4S 4S 4" SEWER SERVICE LINE 12SD 12SD 12" STORM DRAIN LINE OHP -OHP OVERHEAD POWER UP UP UNDERGROUND POWER UT UT UNDERGROUND TELEPHONE FLOW LINE GB GB GRADE BREAK GC GC GRADE CHANGE TB TB TOP OF BANK TOE TOE TOE OF SLOPE PI 4PI PRESSURE IRRIGATION LINE IRR IRR GRAVITY IRRIGATION LINE O CHAIN LINK FENCE ❑ WOOD FENCE X❑ VINYL FENCE X X WIRE FENCE �2601----- CONTOUR OSSMH O SEWER MANHOLE ---I ❑s WATER BIBB/FAUCET oco oCo SEWER SERVICE MARKER oxo b b CLEANOUT FIRE HYDRANT OW WATER WELL �W ® WATER METER ❑D WATER SERVICE mwV ® WATER VALVE ® BLOW -OFF ASSEMBLY & VAULT TEMPORARY BLOW -OFF PRESSURE IRRIGATION DRAIN ] PIPE END CAP ]I PIPE ADAPTER Fe F-� F'� FP FITTINGS W/THRUST BLOCK EXISTING SEEPAGE BED 0 OO STORM MANHOLE ® 11" STORM DRAIN CATCH BASIN STORM DRAIN DROP INLET O O SAND AND GREASE TRAP (DPIV Q AIR RELEASE VALVE FIRR IRRIGATION BOX O O 0 IRRIGATION MANHOLE '_C� UTILITY POLE &___ POLE ANCHOR ❑E ELECTRICAL BOX j LIGHT POLE ❑ TELEPHONE RISER © GAS METER/MARKER © GAS RISER © CABLE TV RISER 0 o MAILBOX -a- SIGN BARRICADE 0 DECIDUOUS/CONIFER TREE OLOT NUMBER e DETAIL NUMBER SHEET NUMBER 0.40% GRADE & DIRECTION OF FLOW NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND AND MAY NOT APPLY TO ALL PROJECTS. ABBREVIATIONS AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURB CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK CFSI CUBIC FEET PER SECOND PRCI POINT OF REVERSE CURV TYP TYPICAL DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER FL FLOW LINE R RADIUS FLG FLANGE ROW RIGHT-OF-WAY GB GRADE BREAK SDR STD DIMENSION RATIO GC GRADE CHANGE STA STATION IE INVERT ELEVATION STD STANDARD LF LINEAR FEET TB THRUST BLOCK LIP LIP OF GUTTER TBC TOP BACK ROLLED CURB PRELIMINARY PLAT OF EARL GLEN SUBDIVISION 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 MAY 19, 2015 a \ 1 � CE CONNECT TO EXISTING W ER\DFN SON 8" DIA WATER MAIN m THIS PORTION OF THE PROPOSED ROADWAY IS P SH SUB E \ R'a EXISTING 8" DIA U LOCATED OUTSIDE THE BOUNDARIES OF THE ZON WATER MAIN N SUBDIVISION AND WILL BE DEDICATED TO ACHD N89°20' 1"W _ _ 41111 BY A SEPARATE INSTRUMENT - - - - -o - - - - -- 2610- ®,R Z 149.17' --10 - CUS� 8:.:-:: --_ _- - LO W W --- Vd W W N 5p4 vE R SY� o ]:::::::::::- ::.�::: 0 CONNECT TO GF O (COU N �::�:�: �: 0_ =EXISTING STREET E. ROARING CREEK ST U r� .:' N ........................................................... I 0 Z I .......................................................................... ........................................................................ 1 _................................._.__........._.................. S- - - - - -- - ............ ....... ........... .. STING 8" DIA --------- _ `EXI --.2��� - _-- ----=_ ___==S89'20'51'E`-3�. _ R 0 �MAIN----___ - c X 264 - 2608 o, _ SEWER - R 08 R 94.50';0- 62 59 0.63 �R L 8" - i I� �O�o�� , IT R j B 2610-- 71 10.0- _ ...:. '..... - - v 260 � PROPOSED PRESSURE51 52', � 50.02'���-�30.02� I , 10.0' - 5.0';:.100.. �: 5.01 ( IRRIGATION LINE „ N i LL_ L J RETAIN AND PROTECT EXISTING IRRIGATION o 0 34 0 I ( I o GRAVITY IRRIGATION LINE AND BOX 10' PUBLIC UTILITY, o LOT 1 N AND DRAINAGE %\ i I 5,856 SF Ln 48.0' R.O.W. n I I I I ..I\ EASEMENT 'o I LOT 4 LOT 3 LOT 2 \ B I ..: ... 5,817 SF 5,039 SF 6,463 SF LOCATION OF EXISTING I_ I P o� I PRESSURE IRRIGATION - S87°44'05"E PUMP STATION I- -96.83'- _ 8117 p RoOORa3 I I ( I (SEE NOTES 7 AND 11) o L. O PROPOSED UNDERGROUND �. II 'n 1 �-. � \ I o 0 PRESSURE IRRIGATION LINE `V LOT 2 \ _ \ ,� I o I - - LO o LL n 5,773 SF �. ...... : 10 - 4719 } 1 51.50' - - 80.00' I 1 10' PUBLIC UTILITY, \ - - �- - - IRRIGATION AND DRAINAGE - -178.6-9= - _ EASEMENT - - 0 - . : n :::: -118.20' LORA R� 8 \ LOT 50 �'::.5 I o >� ...... \ 7,831 SF 1 0 ... - 0 LOT 3 V' p,• ....'....'::. Ln 7,788 SF R,8 S .: �::. - - - N-S7`44'�5 W- ZON134.42'- \ 3.20' - SPR\NGS o- \ pODL \4\S\O "S87°44'05"E- \ ... .... .... . W\35D\,N �- -- _ \ CE 7_04r- ' C 16 5.91 ' 6 �5 . \ 5,880 SF I o SNER\D PN \5 pN 6' 9 • L0 S\1BD 8 S87°44'05"E - - 95.69' =105.97'- 1 LOT 4 I 1 Cq N � 26,091 SF L 0 �1 LOT 7 0 o I� I LOT 5 5,107 SF I o PROPOSED UNDERGROUND w o \ �n 5,506 SF n o I PRESSURE IRRIGATION LINE `� O'i:iC?.:'? N N NN - - I -101.00'- - w Ln 2 -101.00'- Ln o LOT 8 o N o I 0 I 5,050 SIF \ 0 z_ _ LOT 6 I � u' I Ln t Ln 5,555 SF PROPOSED UNDERGROUND\ a 0 10 { " L g�.0 PRESSURE IRRIGATION LINE ori Ll v - ` 101.001 - EMI _ 100' LW o�'41- LOT 9 0 34.0 I o I 5,050 SF oo' N0 LO �x o LOT 7 0 48.0' �R 0W. - PROPOSED FIRE HYDRANT L I 5,555 SIF v � j I - POSSIBLE LOCATION OF Ld I - - - - - ACHD SEEPAGE BED AND I `::::? - _101.00' - STORM DRAIN EASEMENT x _ ��� Q �- 10.0' - -101.00' - RETAIN AND PROTECT !' /�v °° ` (b I 5.0501SF o EXISTING GRAVITY 00 I 10.0' R�8 IRRIGATION LINE C6 �� 10' PUBLIC UTILITY, �� - IRRIGATION AND DRAINAGE I I U CONNECT TO EXISTING o ZpNE� OT 8 B `r .:. W :.:.: EASEMENT J 8" DIA WATER MAIN 4 I 6,141 SF P m I- - - - - �� 10.0' N F -101.00'- - CONNECT TO EXISTING Z 8" DIA SEWER MAIN �" P _ � N 20.57' _ 1 89. of �� o_:::::::.:::�::::::: I CLOT 1cc ----1 o EXISTING 8" DIA SEWER MAIN F1 j- 2606 _ i EXISTING VERTICAL CURB, GUTTER ` / AND 5' WIDE ATTACHED SIDEWALK `O Clj EXISTING FIRE HYDRANT, icw EXISTING 8" DIA I WATER MAIN GS R PND SpFt\N W00� SBD\V\SAO N ,� � II Eos B ZONE• C _ I N IF \ I Iva�i - M � d � --- = .� �4P1 ----- OT - 1 5 W � - - �..-� 7q /; � - � -_ - -__- 6,796 SF � moi- M ��-� T --L�; 2606__ SCALE FT �8 VF - ------------ j w Ao m -_9 N �P \ J --- S89°12'297E-277.57' - R(n) I _ W _ \_w -2609 REMOVE EXISTING DRIVEWAY APPROACH FROM E. McMILLAN RD (SEE NOTE 19) -- ---- _�,- � w �� Q) d -- _ � a o Q J >� TOTAL LOTS: C W o I 2608 O w W C =__, +I l_ EXISTING VERTICAL CURB, GUTTER - AND 5' WIDE DETACHED SIDEWALK vv W oI �60g O 0 �(' W_ W OP E. McMILLAN RD -_SECTION LINE I W N - W0000 - G JU � o co w z - p EXISTING 12" DIA W Q > N /) r �J7 z WATER MAIN VICINITY MAP 1780 E. McMILLAN RD, MERIDIAN, IDAHO 83646 N.T.S GENERAL NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY 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 UNDERGROUND WORK AT 811 OR 342-1585. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. ALL SANITARY SEWER LINES SHALL BE 8 -INCH IN DIAMETER UNLESS OTHERWISE NOTED. SEWER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 4. ALL DOMESTIC WATER LINES SHALL BE 8 -INCH DIAMETER UNLESS OTHERWISE NOTED. WATER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 5. THIS PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN. 6. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM PROPERTIES, SHALL BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. 7. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS DEVELOPMENT BY UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN EXISTING PRESSURE IRRIGATION PUMP STATION LOCATED IN LOT 2 OF BLOCK 1. 8. STORMWATER WILL BE RETAINED ON SITE OR DETAINED PRIOR TO DISCHARGE INTO THE HISTORICAL DRAINAGE FACILITY. THIS PLAT CURRENTLY SHOWS THE CONCEPTUAL LOCATION OF FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND FACILITIES WILL BE DETERMINED AS PART OF FUTURE SUBDIVISION DESIGN. STORM DRAIN LINES, RETENTION FACILITIES AND TREATMENT SHALL COMPLY WITH DEQ'S STORMWATER BEST MANAGEMENT PRACTICES AND BE APPROVED BY ACHD. 9. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEY, MAY 2014. PROJECT DATUM IS THE NAVD 88 DATUM. 10. ANY RE -SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE CURRENT SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 11. LOTS 1 AND 15 OF BLOCK 1 AND LOT 4 OF BLOCK 2 ARE COMMON LOTS THAT WILL BE OWNED AND MAINTAINED BY THE SUBDIVISION PROPERTY OWNERS ASSOCIATION. LOT 1 OF BLOCK 1 WILL 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 SPACE AREA FOR THE RESIDENTS OF THIS SUBDIVISION AND THE TENANTS IN THE MULTI -FAMILY BUILDINGS. ANY EXCESS COMMON SPACE MAY POTENTIALLY COUNT TOWARD ANY REQUIRED OPEN SPACE FOR ANY FUTURE EXPANSION OF EARL GLEN SUBDIVISION. 12. SEE THE ACCOMPANYING CONDITIONAL USE PERMIT SITE PLAN FOR CONFIGURATION OF THE PROPOSED MULTI -FAMILY APARTMENTS IN LOTS 12, 13 AND 14 OF BLOCK 1. 13. THERE IS A 10' PUBLIC UTILITY, IRRIGATION DRAINAGE EASEMENT AROUND THE PERIMETER OF THE SUBDIVISION UNLESS NOTED OTHERWISE. 14. THERE IS A 5' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT ALONG THE INTERIOR LOT LINES OF THE LOTS INTENDED FOR SINGLE FAMILY RESIDENTIAL USE. THERE IS INTENTIONALLY NOT AN EASEMENT ALONG THE INTERIOR LOT LINES BETWEEN LOTS 12, 13, AND 14 OF BLOCK 1. 15. SEE STREET DETAILS ON SHEET PP -2 FOR TYPICAL SECTIONS FOR THE PROPOSED STREETS. 16. THE EXISTING HOUSE AND OUTBUILDINGS ON THIS PROPERTY WILL BE REMOVED AS PART OF SUBDIVISION DEVELOPMENT. 17. THE BEARINGS SHOWN ON THIS PRELIMINARY PLAT MAY HAVE BEEN ROTATED FROM THE ORIGINAL SURVEYED BOUNDARY TO MATCH THE BEARINGS FROM THE ADA COUNTY HARN SURVEY. 18. THERE IS A 35' WIDE LANDSCAPE BUFFER PROPOSED ON THE NORTH SIDE OF E. McMILLAN RD ADJACENT TO THE SOUTH BOUNDARY OF THIS DEVELOPMENT. THIS 35' IS MEASURED FROM THE BACK OF THE EXISTING CURB, TO THE NORTH SIDE OF COMMON LOT 13 OF BLOCK 1. 19. NO LOT SHALL HAVE DIRECT VEHICLE ACCESS TO E. McMILLAN RD UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY AND ACHD. DEVELOPMENT DATA REVISIONS A 07/22/14 REVIEW B 01/13/15 LOT ADJUST C 05/19/15 APARTMENTS V1 ro m m E 00 0 U 0 Ln a I+1 a aA 0- -0 z � w �� Q) PROPOSED ZONING: H� � a o Q J >� TOTAL LOTS: x m° � a_ o L0 QU)cD0 � LL O 75L0 O 0 U ° z CO 00 CwC W0000 - G JU � o co w z 0 00 C p V W Q > N /) r �J7 z m �o `w Lij W •� N q J o � T cC LL c 0 t ROADS AND COMMON LOTS): G Ln a j EARL GLEN 00 0- -0 z J a� PROPOSED ZONING: J a� o J >� TOTAL LOTS: 0� a_ o L0 QU)cD0 LL O 75L0 LU LU U ° z r7 CwC 00 - G JU � o co w z 0 00 C p N W Q > N /) r �J7 z m W _ `w Lij W 14015 q J o EXISTING ZONING: z PROPOSED ZONING: R-8 & R-15 O SCALE TOTAL LOTS: 23 TOTAL C/) SHOWN LL O - ® 70 Q J LBW C Cz 00 3 TOTAL (SEE NOTE 11) DATE (LOTS 1 AND 15 OF BLOCK 1 & LOT 4 OF BLOCK 2) of z /) r �J7 U 2 m C G `w Lij R-8: 5,531 SF± (0.13 ACRES±) 14015 Lu o J o � T cC LL GROSS AREAS (THIS INCLUDES ROADS AND COMMON LOTS): G j EARL GLEN GROSS DENSITY: R-8: 4.83 UNITS PER ACRE± SUBDIVISION R-15: 9.70 UNITS PER ACRE± NET DENSITY (THIS EXCLUDES ROADS) W PRELIMINARY EXISTING ZONING: R-8 PROPOSED ZONING: R-8 & R-15 DRAWN SCALE TOTAL LOTS: 23 TOTAL LBW SHOWN 17 SINGLE FAMILY RESIDENTIAL (R-8), CHECKED REVISION MULTI -FAMILY RESIDENTIAL (R-15), 3 COMMON LBW C COMMON LOTS: 3 TOTAL (SEE NOTE 11) DATE (LOTS 1 AND 15 OF BLOCK 1 & LOT 4 OF BLOCK 2) 05/19/2015 COMMON LOT AREA: 0.79 ACRES± PROJECT AVERAGE BUILDABLE SIZE: R-8: 5,531 SF± (0.13 ACRES±) 14015 R-15: 13,261 SF± (0.30 ACRES±) TITLE GROSS AREAS (THIS INCLUDES ROADS AND COMMON LOTS): R-8: 3.52 ACRES R-1 5: 1.65 ACRES EARL GLEN GROSS DENSITY: R-8: 4.83 UNITS PER ACRE± SUBDIVISION R-15: 9.70 UNITS PER ACRE± NET DENSITY (THIS EXCLUDES ROADS) R-8: 7.88 UNITS PER ACRE± R-15: 14.96 UNITS PER ACRE± PRELIMINARY PLAT ENGINEER DEVELOPER LANCE WARNICK, P.E. BRINEGAR INVESTMENTS, LLLP SHEET ASPEN ENGINEERS, CHARTERED 1925 N. Locust Grove Rd 485 W. MAIN ST, SUITE B Meridian, Idaho 83646 PO BOX 205 Contact: Russ Poe KUNA, IDAHO 83634 (208) 353-1509 (208) 466-8181 P P� 1 www.AspenEngineers.com 1of2