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PZ - Open Space Exhibit PRELIMINARY PLAT FOR HORSE MEADOWS SUBDIVISION .0 LYING IN A PORTION OF THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, w GREY TOWER DR 00 I o � T.3N . , R. 1E. , B.M. MERIDIAN, ADA COUNTY, IDAHO F� T � oo D 2020 \ CY < E. PINE AVE F O H 21 -© z y� 0 N o I SDSD no of of BASIS OF BEARING o - - - - - - - S 89°24'30" E 1318.43' ss , U a C111 r7 - W. PINE AVECIO J LO PROJECT SITE J W w �o o o - - � 1 EP- b o V)0 °o N n5� CoUj`� b Z Oi WESTSECTION CORNER _ o_ w EP _ S89°24 3 c CP&F INST. NO. 38.00 a O 10.0' ROW _ ' 0"E 487.10' / - o 105185212 M - / _ _ DEDICATION -- 10.0' ROW -- CENTER WEST DEDICATION v rn = / 4 GI 457' --- GI 1/16 CORNER / - -G PLS 7880 I aCi p r CP&F INST. NO.I o L17 B1 o GI E - N E o 0 N O I 112067279 Q O N 20,885 sqft N v M -> 401' I p°' mo � N N - o '� 96' 47' 44' 45' 54' 114' I v o N Iva= I PROPOSED _ PUMP N c ; ai m I STATION \ O � v GAZEBO o a � I � L18 B1 � � � %� v3 t S 3 I I \ 5,032 sqft N o% I Q) Z° wo 48.0' 25.0' 52' L22 B1 (, L23 B1 / I VICINITY MAP r N 170� I L19 B1 L20 B1 L21 B1 N 4,068 sgft 6,104 sqft ��� \ ��- V w N 1T I \ 4,169 sqft �, 4,190 sgft 0 4,270 sgft � / / 1 - 800 w m 10.0' ROW \ `\� - � I ! rn O U EXIST.OW8.o' DEDICATION S�. � / �I I L16 B1 / \ , 4,567 sqft / 4o I �� GENERAL LEGEND o z q / � I / L24 B1 cno woo o_ 5,225 sqft T _ _ z CD y w q a� PROPERTY BOUNDARY LINE z Q \ So 44 146' �o SECTION LINE LLJ o � � m m \ 6T \ o �� \ PROPOSED LOT LINE o O� _ w I ��' Q� 30 0 15 30 60 CENTERLINE z ~ O w o I `� f o. I Qom ~ = Q w I I \ W 'n W W PROPOSED EASEMENT z_ O CD �° i I SCALE IN FEET z z o - 9+o^TBD COURT :� 8+00 1� / 1n__30, ------EP------ PROPOSED EDGE OF PAVEMENT w zQ = Cn >- �- Q Im I � �_ / / W PROPOSED WATER MAIN un ~ z L15 B1 (6 S PROPOSED SEWER MAIN = Q Q J 4,686 sqft y 0) PI PROPOSED PRESSURE IRRIGATION z owj U OJ \ J I , J I I �� - - /S7- N S EXISTING EDGE OF GRAVEL ROAD \ o J L25 B1 I SITE DATA EXISTING OVERHEAD POWER z Q w w J Ir � U I I i 42' 71' \ 4 055 sqft z cn Q '< q I 1. PROJECT LOCATION: MERIDIAN IDAHO r EXISTING FENCE z o J m w p CD Q \ /� xw' 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM EXISTING WATER MAIN �„ _ o N 3. PROPERTY SIZE......................................4.71 acres Q - N O O � � �' ` - SS EXISTING SEWER MAIN � � � \ J iJ � � N I s� �- �s _J 4. EXISTING ZONING...................................R-4 CD 0 CD O J �- I °'� / / L10 B1 0 5. PROPOSED ZONING................................R-8 • PROPOSED SEWER MANHOLE w o , w p N Q I / N 6. BUILDABLE LOTS.....................................27 cn CD C) C _ \ \ 0' 4,830 Sgft ��o PROPOSED FIRE HYDRANT w z U � O o I I / / M o .01 I 7. COMMON LOTS........................................I A � z a- W z o Q I / t0 8. AVERAGE LOT SIZE(BUILDABLE).........4,428 sqft PROPOSED WATER VALVE in I 9. OPEN SPACE.................. ...0.50 ACRES (10%)...................... _ L26 B1 � � PROPOSED WATER SERVICE m o / L14 B1 / o 0 91' 4,017 sqft N 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE z I N m I 6,331 sqft / L12 B1 L11 B1 - o ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION PROPOSED STREET LIGHT L17 B1 \ / 4,248 sqft 4,544 sqft �s 1 cn 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS L17 131 / , L13 B1 w \ SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF ss EXISTING SEWER MANHOLE sqft / 4,638 sqft �s > MERIDIAN ZONING STANDARDS. SD EXISTING STORM DRAIN MANHOLE s� L9 B1 -m Q 92 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY � / N 4,414 sqft m OF MERIDIAN. EXISTING FIRE HYDRANT m I N 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. EXISTING PRESSURE IRRIGATION VALVE L27 B1 SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE 4,000 sqft UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE O EXISTING WATER MANHOLE z 57' 78' 91 ROAD RIGHT-OF-WAYAND/OR COMMONAREAS. RETENTION PONDS WILL �W EXISTING WELL 0 BE CONSTRUCTED IN COMMON AREAS. _ I I 45' 45' 45' 45' 42�-­P + EXISTING WATER VALVE47.0 I 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, � EXISTING POWER POLE 92' I RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION, © EXISTING CABLE PEDESTAL p Q AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- 11 EXISTING TELEPHONE PEDESTAL op J f I L8 B1 _�, EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR 4,413 sqft EXPANSION THEREOF SHALL BE OR BECOME NUISANCE, PRIVATE OR @ EXISTING MAILBOX U O � L28 B1 PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING O FOUND 5/8" IRON PIN O 4,000 sqft �, T+ NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR FOUND BRASS CAP MONUMENT � Q o �17 0 I hI 91 ` C° I MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION z 10.0' ROW L1 B1 L2 B1 L3 B1 L4 B1 L5 B1 \ WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE O - EXIST.�3I.0' Row DEDICATION o 4,492 sgft o 4,500 sqft o 4,500 sqft o 4,534 sqft o 4,200 sgft o 92' PROVISIONS OF THIS SECTION SHALL NOTAPPLYWHENA NUISANCE SHEET INDEX RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN Q J 48.0' 25.0' AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION SHEET 1 - PRELIMINARY PLAT Lu W THEREOF. 4,548 Bsqft + M L29 B1 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION SHEET 2 - PRELIMINARY SEWER PROFILE Lu ! oo I 4,125 sqft 31-3805. SHEET 3 - PRELIMINARY SEWER PROFILE � o \ I OI L6 B1 S L30 B1 I 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE � \ _\ \ -\ \ L 365 sgft / ti` �� 374 sqft I SUBSURFACE. O - - 76' BUILDING SETBACKS:I I I I �, _ 77'-P > 45' 45' 45' 45 42 71 1 I �, 72' n FRONT/STREETSIDE........10 LIVING AREA, 20 GARAGE f f (MEASURED FROM BACK OF SIDEWALK) w O w W - W 2552- W L0 W--2553 - _� _ REAR...............................................................12' E 0 1+00 - `D -w -- - OR BOTH STORIE 2�00 -EG 3+00=G EG 4+00 � 5+00G o o _� 00-v�EG .............................5'_14 z z _ 6+ SIDE (F S). ss L' QUARTERHORSE STREET - I � - T - 1 ---- --- �E� -� " ~J LO -� MAXIMUM BUILDING HEIGHT...........................20 -G in)E - p a O - co' EG I�p EG_ d Cn N89°34'50"W 525.10' _ _ _ _ _ IRRIGATION, STORM DRAIN, AND S\ONAL F Elf J PUBLIC UTILITY EASEMENT: o``�`S o\c E NseCD o��iyF z C zp w R/W R/W - � > 47.0' R/W 41.0' BNDY C/L Cn( a FRONT...............................................................10 7 87 X W O SECTION wCn � ' 3/27/v(/ 23.5' 23.5' 23.5 7.5 LINE 48.0' R/W C/L 30.0' REAR...............................................................10 s o 33.0' _� _ 33.0' _I 20.0 10.0 SIDE..................................................................5' O�,9TF OF oP 2.0' 5.0' 2.0' 14.5' C/L 14.5' 2.0' 5.0' 2'0 2.0' 5.0' 2.0' 14.5' C/L 14.5' 2.0' t 11.5' t 5.5' 3.0' 21.0' 5.0' 2.0' BRI T T Y, -1 -T16.0' 2.0' 5.0' FLAT 2% 2% FLAT 4 FLAT 2% 2% 1_ 4% BERM 2%N. _ BERM J Project No. RSC 19-61 BORROW DITCH CONCRETE SIDEWALK (PER ffrCONCRETE SIDEWALK (PER CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTER 6' VERTICAL CURB & GUTTER GRAVEL ACHD SUP. DWG. SD-709) ACHD SUP. DWG. SD-709) Drawn By: JEC (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, SP-3, 0.50" (1/2") MIX, PG 58-28 SHOULDER SP-3, 0.50" (1/2") MIX, PG 58-28 DWG. SD-709) PG 58-28 (PER ACHD SD-702) DWG. SD-709) PG 58-28 (PER ACHD SD-702) \_6" VERTICAL CURB & GUTTER CONCRETE SIDEWALK 4" OF 3/4" MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE (PER ACHD SD-701) 4" OF 3/4" MINUS AGGREGATE 4' OF 3/4" MINUS AGGREGATE Date: March 27, 2020 3" ROLLED CURB & GUTTER (PER ACHD SUP. 3" ROLLED CURB & GUTTER 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN (PER ACHD SD-702) DWG. SD-709) (PER ACHD SD-702) CALL BEFORE YOU DIG! 33.0'STREET SECTION 47'RIGHT-OF-WAY 33.0'STREET SECTION 41'RIGHT-OF-WAY BLACKCAT ROAD 1/2 SECTION 48'RIGHT-OF-WAY PINE AVE 1/2 SECTION 30'RIGHT-OF-WAY CALL DIGLINE INC. Sheet No. 1"=10' 1"=10' (LOOKING NORTH) (LOOKING EAST) PRIOR TO COMMENCING t�delovM UNDERGROUND WORK r,=10' 1"=10' w ittSbd 208-342-1585 � �ud1a 1 of 3