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PZ - Annotated Pre Plat Revised BENCHMARK LEGEND POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION �C�SS\ONST E E 100 ® 723011.4610 2441098.2170 2548.609 ALUMINUM CAPJAMESTOWN RANCH SUBDIVISION — — BOUNDARY LINE Quo G R�Ca 101 QO 722893.3990 2441096.6050 2549.328 5/8" REBAR — — OFFSITE BOUNDARY LINE 8628 102 QO 723020.2200 2440427.3490 2545.661 5/8" REBAR A PORTION OF THE N 1/2 OF THE NW 1/4 OF - - SETBACKS 103 ® 722413.2340 2441090.4070 2549.588 ALUMINUM CAP ROAD CENTERLINE OF SECTION 34, T.4N ., R . 1W ., B . M ., PROPOSED LOT LINE F N P A��� CITY OF MERIDIAN , ADA COUNTY, IDAHO - — —R/W— — —R/W— — PROPOSED RIGHT-OF-WAY LINE - EASEMENT KNUCKLES ADDED TO ELIMINATE PRELIMINARY PLAT . . . . . . . . . . . . COMMON LOT �_ SEPTEMBER 2021 PEDESTRIAN ACCESS ADDED COMMON DRIVE W COMMON DRIVE LOTS WHERE POSSIBLE I �M/a p FOUND 1/2 INCH REBAR o M/a ne/a na/a na/a Qo FOUND 5/8 INCH REBAR R 1 R� R R �� "/W �! R/w R/w R/w R/w R/w R/W /w R/W R/W��R/W FOUND BRASS CAP Fy� �yP `�P w EP EP w EP w E w EP EP w EPw E� — P wEP w EP— F �� � E� _ P CEP „ EP�—EP�—EP w EP�—EP---��EP�— H w -�o OP oP 3 '� di�id3 --- — r� ------ -- --- — �-- --- -- ---- --- oP _ _ — — -� ® FOUND ALUMINUM CAP —_— —_— ——_— —_— —— — —_— —_—.— -.-Mich — T. "�?F . —.— —.—— —.— . — ——— —.— -- — —— B'4�— e'[� ��-p-_ ��Rom , �P= R/W R R/w CALCULATED POINT �.— 4 —.— —.— —— �,. . . . . . . . . . . . . . . . . . . . . . . . —. . . . . . —. 9R P t�=_ . _ . — — —.— —— —.— — —— -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OP OP -'- _ . PK NAIL - - - - - - - - — - - —.� —. -- -.- - - _— — - - - ----- _ �" IN N "� Q AXLE z —P PI P �PI — —_PI I— — —�PI —I— — � PIS PI I � [] _ C I I I .I I_ EXISTING IMPROVEMENTS g > w s s s SANITARY SEWER LINE Lu /771 -C _ CC AI` I w w WATER LINE NNEDY LN I KENNEDY LN I I o, SUNDAY LOOP c c c GAS LINE I I I LI �. W —OP—OP— OVERHEAD POWER LINE �A 1 ._ Q - .'. . II' z G ci GRAVITY IRRIGATION LINE o . ?� Q PEDESTRIAN ACCESS AND EASEMENT ADDED _ — wv �s SEWER MANHOLE BRIDLE HORSE ST _ Pi , WATER VALVE Y o SEE PRE PLAT NOTE 9 w �: : :�: : :°. .�:°: :�:�: :�_ z U QI J �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ . Q ® WATER METER m ..�. I oo \ = . _ � . _ � . FIRE HYDRANT o N, — I WQUINTALEST �.S oo $ns POWER POLE V A I I. I ® POWER BOX Q ' I_ EP Ems— EDGE OF PAVEMENT w I �I TP-12 ROAD ALIGNMENTS ADJUSTED z I \ 00 I I,I: SUNDAY LOOP TEST PIT a \ z� `I I EG EG EDGE OF GRAVEL � I W VISO ST - I' I I TREE DECIDUOUS P— m I:I I DOCTOR B NN LN - .�. DOCTOR BRUNN LN �` I .I'�`. _ PI — PI' I I PI — I — 2645 — EXISTING GRADE CONTOUR It GRAND LAKES WAY—w %' � r' w w w w w .°.�_`� - - _y.'.'.'w'.' PROPOSED IMPROVEMENTS Lu z S S S _ W _ \ � � SEWER LINE s - - 4 I \ z I z w w WATER LINE ') 0 SD—SD— STORMDRAIN LINE W - Q PI PI PRESSURE IRRIGATION LINE - -a v1 4 _ _ _ _ _°_�_°_°_�_� _°_ _° v7 _o \ �..'. .'.`. .'y_ FARM TREE LANE -� GI GI GRAVITY IRRIGATION LINE FA M TREELAN E �� - - - - - Q _ i� 6" VERTICAL CURB AND GUTTER w 0 0 � i �� Q w o Q I - 3" ROLLED CURB AND GUTTER m Q _ _ _ _ _ 151- 2 z Q I z GRAVITY IRRIGATION BOX Q `A \ � � �S SEWER MANHOLE 0 W a U m I.. I WATER VALVE U Q WATER METER Z HAYFIELD ST I HAYFIELD ST \ \ ,� I _ Q _ w I' w FIRE HYDRANT > _ o I I a"s' w w� SINGLE WATER SERVICE U 1-` Iw DAVEY ST I W W I I DAVEY ST= w w� DOUBLE WATER SERVICE � DRAINAGE ARROWS Q STREET LIGHT z pl— — — I W . . . . . . . . . z I ASPHALT PAVEMENT 5 •�•mow — — — — — — — _ I I PIpi PERVIOUS PAVERS Q CREASON LATERAL � � PEDESTRIAN ACCESS AND �--------__-.-- — —— — — — GRAVEL PATHWAY I EASEMENT ADDED , SEE PRE PLAT KNUCKLES ADDED TO ELIMINATE I a ° a CONCRETE SIDEWALK/ NOTE 9 COMMON DRIVE LOTS WHERE POSSIBLE KNUCKLES ADDED TO ELIMINATE PATHWAY I COVER SHEET COMMON DRIVE LOTS WHERE POSSIBLE INDEX OF DRAWINGS 0 120 240 360 SHEET E T SHEET TITLE Plan Scale: 1" = 120' PRELIMINARY PLAT NOTES 9. LOTS 13, 14, 40, AND 41, BLOCK 1 AND LOTS 13 AND 14, BLOCK 6 PRELIMINARY PLAT DATA HAVE SHARED DRIVEWAY ACCESS CONTAINED WITHIN A 20 FT ACCESS PP1 .0 PRELIMINARY PLAT COVER SHEET 1. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE EASEMENT AND A PEDESTRIAN PATH CONTAINED WITHIN A 15 FT SITE DATA APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE EASEMENT. SAID EASEMENTS ARE LOCATED WITHIN LOTS 14, 15, 39, RESUBDIVISION. AND 40, BLOCK 1 AND LOTS 14 AND 15, BLOCK 6. PROPOSED ZONING R-8 PP1 .1 PRELIMINARY PLAT PHASING PLAN PROJECT SITE 2. MINIMUM BUILDING SETBACK DIMENSIONS IN THIS SUBDIVISION SHALL COMPREHENSIVE PLAN DESIGNATION RESIDENTIAL CONFORM TO THE APPLICABLE ZONING REGULATIONS IN EFFECT AT PP1 .2 PRELIMINARY PLAT LOT DIMENSIONS NORTHWEST m N THE TIME OF ISSUANCE OF A BUILDING PERMIT. AREA CALCULATIONS z TOTAL AREA 47.19 ACRES PP1 .3 PRELIMINARY PLAT LOT DIMENSIONS NORTHEAST 3. IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLERS IRRIGATION RESIDENTIAL BUILDABLE LOT AREA 47.19 ACRES O ❑ ® DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). PRELIMINARY ENGINEERING NOTES COMMON AREA 15.10 ACRES LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION COMMON DRIVE AREA 0.80 ACRES PP1 .4 PRELIMINARY PLAT LOT DIMENSIONS SOUTHEAST ° WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SAID 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN ROAD AREA 17.20 ACRES U 3 ® CANAL COMPANY. PURSUANT TO THE INFRASTRUCTURE AGREEMENT. 8" WATER MAINS WILL ® PP1 .5 PRELIMINARY PLAT LOT DIMENSIONS SOUTHWEST N BE LOOPED THROUGHOUT THE SUBDIVISION. OVERALL LOT DATA 4. ALL LOT LINES COMMON TO STREET RIGHTS-OF-WAY AND THE TOTAL LOTS 331 r� ® SUBDIVISION BOUNDARY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. PP2.0 PRELIMINARY PLAT PRELIMINARY ENGINEERING PLAN NORTHWEST MERIDIAN, W MCMILLAN ROAD ® PUBLIC AND PRIVATE UTILITIES AND LOT DRAINAGE. THE PROPERTY WILL BE SERVED BY THE CONNECTION TO N BLACK CAT RESIDENTIAL LOTS 293 Z IDAHO ROAD THROUGH QUINTALE ST AND BY THE CONNECTION TO VOLTERRA COMMON LOTS 27 z o ® ®®® �� 5. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, PP2.1 PRELIMINARY PLAT PRELIMINARY ENGINEERING PLAN NORTHEAST Z o ® EACH SIDE, FOR PUBLIC AND PRIVATE UTILITIES, LOT DRAINAGE AND HEIGHTS SUBDIVISION THROUGH VISO ST. COMMON DRIVE LOTS 10 O LOCATION MA p ® o� IRRIGATION FACILITIES. PP2.2 PRELIMINARY PLAT PRELIMINARY ENGINEERING PLAN SOUTHEAST U If I a 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND MINIMUM PROPERTY SIZE 4,829 SQ. FT. w 6. ALL REAR LOT LINES CONTAIN A 12.00 FOOT WIDE EASEMENT, FOR WILL BE REFINED DURING FINAL DESIGN. AVERAGE PROPERTY SIZE 7,0 SQ. FT. E N G I N E E R I N G Y PUBLIC AND PRIVATE UTILITIES, LOT DRAINAGE AND IRRIGATION PP2.3 PRELIMINARY PLAT PRELIMINARY ENGINEERING PLAN SOUTHWEST 5725 NORTH DISCOVERY WAY ° a z ® FACILITIES. 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED GROSS DENSITY 3.65 UNITS/ACRE BOISE, IDAHO 83713 O w IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL NET DENSITY 6.21 UNITS/ACRE a z z 7. LOTS 1 AND 24, BLOCK 1, LOTS 1, 21,46, 60, AND 66, BLOCK 2, QUALITY AND CITY OF MERIDIAN'S REQUIREMENTS. PHONE(208)639 6939 L.L LOTS 1, 10, 12, AND 21, BLOCK 3, LOTS 1, 8, 10, AND 19, BLOCK 4, kmengllp.com LOTS 1 AND 9, BLOCK 5, LOTS 1, 38, 47, AND 53, BLOCK 6, LOT 1, 5. STORM DRAINAGE WILL BE ROUTED TO THE PERVIOUS PAVERS USED TO 2 WUSTICKROAD BLOCK 7, LOT 1, BLOCK 8, LOTS 1 AND 24, BLOCK 9, AND LOTS 1 CONSTRUCT THE ROADWAYS THROUGHOUT THE SITE. THE PAVERS LEGAL DESCRIPTION CONTACT INFORMATION DESIGN BY: JNP W a AND 15, BLOCK 10, ARE COMMON LOTS AND SHALL BE OWNED AND SHOULD BE DESIGNED TO MEET THE IDAHO DEPARTMENT OF > o ® ® � MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION. THESE A PORTION OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP DRAWN BY: DMZ z LOTS ARE SUBJECT TO A BLANKET EASEMENT FOR PUBLIC UTILITIES. ENVIRONMENTAL QUALITY, ACHD, AND CITY OF MERIDIAN'S REQUIREMENTS. 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO. APPLICANT ENGINEERING & SURVEYING CONSULTANT CHECKED BY: JNP O THE STORM DRAINAGE FACILITIES SHOWN ARE PRELIMINARY AND SHALL WALSH GROUP, LLC. KM ENGINEERING, LLP a 8. LOTS 15 AND 39, BLOCK 1, LOTS 6 AND 29, BLOCK 2, LOTS 11, BE DETERMINED DURING FINAL DESIGN. P.O. BOX 1297 5725 NORTH DISCOVERY WAY DATE: 1/18/2022 BLOCK 3, LOT 9, BLOCK 4, LOT 8, BLOCK 5, LOT 15, BLOCK 6, LOT 6. THE PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE EAGLE, IDAHO 83616 BOISE, IDAHO 83713 PROJECT: 21048 16, BLOCK 8, AND LOT 12, BLOCK 9,ARE COMMON LOTS WHICH WILL X VICINITY MAP CONTAIN THE PRIVATE ROADWAY FOR THE SUBDIVISION AND SHALL PRELIMINARY AND SHALL BE DETERMINED DURING FINAL DESIGN. SURVEY CONTROL NOTES PHONE: lli0w 329-5715 PHONE: (208) 639-6939 BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNER'S EMAIL: kelli®walshgrp.com FAX: (208) 639-6930 SHEET NO. Q NO SCALE ASSOCIATION. THESE LOTS ARE SUBJECT TO A BLANKET EASEMENT 7. FIBER AND DRY UTILITIES TO BE INSTALLED GENERALLY ADJACENT TO 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE CONTACT: DAVID ZUBIZARETA, P.E. P P 1.0 ~ FOR PUBLIC UTILITIES. STREET RIGHT-OF-WAY COORDINATE SYSTEM (IDAHO WEST 1103) AND NAVD 88 JOE PACHNER, P.E. VERTICAL DATUM. EMAIL: dzubizareta®kmengllp.com O joe@kmengllp.com z SS\ONAL fNG OUSTER ��L�. 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