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HomeMy WebLinkAboutCC- Preplat 2020-0214 PRELIMINARY PLAT FOR E. McMILLAN RD. �x;�;,,._ � c CALDERA CANYON SUBDIVISION .1 t k G 0 LOT 7, BLOCK 31 OF QUENZER COMMONS SUBDIVISION NO. 10 " R Jp LOCATED IN THE SE , 4 OF THE NE , 4 OF SECTION 3, s �c 0�"� y�irK� § O 1 - T. 4 N. , B. ,E. , B. M. , ADA COUNTY, IDAHO W-^>1 2019 �� PROJECT SITE DEVELOPMENT FEATURES: tit?tiP,. TOTAL ACRES..................................2.83 ACRES PUBLIC RIGHT OF WAY DEDICATION ....... ........0.38 ACRES c 30 0 10 20 30 60 ��•,. - � � `'' -' Q �'■ r r�' N TOTAL LOTS............. . .. . ... . ... . ... .............. 21 ,..:.,■,i_h, r CRESTWOOD SUBDIVISION NO. > . , a SCALEIN FEET LAIRD C.&VICKI T GRAHAM BUILDABLE LOTS....... . ..... . . .... ....... ...... ....... 16 L•�" .� 1" - 30' 1215 E.GREEN HAVEN ST. BOOK 28 PAGE �7J�7 • 15 NEW BUILDABLE LOTS r w MERIDIAN,ID 83646 � 01 COMMON LOT o c 14 1 EXISTING RESIDENCE LOT 120 sq.ft. ° I " I COMMON LOTS/ACREAGE..... ........... ....5/0.21 ACRES c Ted S89 46 20 E 338.79 s' TB } _62' OP - 75'- 65' T IRR-� �82' T�P� - I V *' m bo 260 - - - - - - - - - ,U �= -_-- ___ - 2 3 EXISTING ZONING . .. . . . . MEDIUM-DENSITY RESIDENTIAL(R-8) s k w 1 1 r �.,, v 0 r PI PUMP SDI c ` w -•' ! ',. � MIN. RESIDENTIAL LOT SIZE. . . . . . . .3,880 SQ. FT. 0.09 ACRES * a 1,°` "4 � � �`�� �¢' "}" fl- ai `'� o BLOCK 2 I I STATION 8 I at. Q o lD gal J 2603 I AVE. RESIDENTIAL LOT SIZE. ... . ... .6,081 SQ. FT.(0.14 ACRES) „mot.k a > m rq .v DANIEL A.&MARCALA M.CLARK W I I I N ` e yci 7 .. 0 + O -0 4088 N.QUENZER WAY ^ 1 PAVED 13 O7 '^ ' ; ;, N '- MERIDIAN,ID 83646 TEMPORARY 1 - a) � CUL-DE-SAC 4,902 sq.ft. 1 1 4,274 sq.ft. A E. USTICK RD. J M 1I� 1 P,, fi■ O � ao a 5,372 sq.ft. 4,988 sq.ft. I — 1 I J J 1 VW I 81' — — — — - BUILDING SETBACKS: `/� z L a a R48' 1 P/L P/L VICINITY MAP F_ 0 0 a _ - - - _ _ - -� o a FRONT TO GARAGE 20' n v Z 0 W o ( ) . . . . . . . . . . . . . . . . . 1 = 1000 f o S89°44'33"E 40.00' "R� 34'—PI I I I s I � o FRONT(TO LIVING AREA).. ... ... ... ....10, '�r ���Ry _ - —74'- c P/ 70' P/L m m S �� SIDE................ .. .. .. .. .. .. .. .. .5 LEGEND >- - - 41' 6 - Cn 6 I N REAR..... ...... ..... ...... ...... .... 12' 0 V Fc W-106' W -150' W W O o -� at - 4,270 sq.ft. - o 4,229 sq.ft. I~ w w In EG 1 20' IDE COMMON LOT/SHARED DRIVE EXISTING PROPOSED m Z o O-i S S-96 S S S S S SECTION LINE R/W R/W RIGHT OF WAY LINE o 48' 4s' zn L_ a FEMA NOTE — w z P/L P/L 1/4 SECTION LINE CENTERLINE Cn O O Y N w I a - - - - - - - - - - 80 / P/L 81' P/L a - PROPERTY BOUNDARY P/L P/L LOT LINE O O � Q IW 7 DRAINAGE - - - - - FEMA ZONE. . .X(AREA OF MINIMAL FLOOD HAZARD) - - - - - - - - - - - cn z >- w O N I I Mw R/W R/W RIGHT OF WAY LINE EASEMENT LINE w w � m m q SWALE FIRM NO..................... ... .. 16001CO144H w � rY a- O DEED OR LOT LINE ACHD TEMPORARY w O EFFECTIVE DATE... ... ......... FEBRUARY 19,2003 TURNAROUND EASEMENT 7 S ;" c� ALUMINUM CAP z 0 w � 00 oo uNi I '^ p O LOT NUMBER Q Cn rz � = Q I� 3880 . 5 ' S °p° OO 5/8"REBAR � za_ C0 IW a O sq ft. A 1 O z W — z BLOCK 1 BLOCK NUMBER Cn W I Io O J O I a * 33' 4,212 sq.ft. o I"o O 112"REBAR �nn Q z w Cn w 00 16,662 sq.ft. a Y�z TBM# EP EP EDGE OF PAVEMENT V Q - z 4,032 sq.ft. 4,032 sq.ft. — — — — — - � J J S Q + TEMPORARY BENCHMARK - W BENCH MARKS (DATUM NAVD 88) SAW CUT LINE Cn J 80' Ws M zvw� — — — — — w Q z NQm w P/L P/L - - J vow = Q w J - - - - - - N o W EP EP EDGE OF PAVEMENT - w O J o w s I, - - - - - - LLi 81' M m TBM#1 2604.40 CHISELED X IN TOP BACK OF CURB ROLLED CURB AND GUTTER z w (n mw�o P P/L — OU C/) a / / coM — J Q z z- OP TOP Op BLOCK 2 Q - - - - - - APPROXIMATELY 11'WEST FROM THE EG EG EDGE OF GRAVEL o w J w N p j z A -I SOUTHEAST PROPERTY CORNER SIDEWALK Q w J w w U cr s TOP r P d —P--- Op BLOCK 1 - CURB&GUTTER = Cn Q x o w z L - - - - J L - - - - - O W I c-I TBM#2 2603.34 1/2"IRON PIN MARKING THE NORTHWEST �_ l w Cn my PI-48' PI 48 PI d W Ln '^ o - - - - - � � z � O = O m z v 1 6 M PROPERTY CORNER L.L z w J U J CO w C. O I 5 N N SIDEWALK VALLEY GUTTER J �'J < w w E P L P/L 4,280 sq.ft. M Q cn n 'L 96' o �- �n O ° TBM#3 2603.73 5/8" IRON PIN MARKING THE NORTHEAST O J N -ttN �� Q PROPERTY CORNER SS SANITARY SEWER MANHOLE CI_CD O (n O w0 Y l0 2604� - - I -� I f 4 196 sq.ft. " o CONCRETE S[siOze] SANITARY SEWER MAIN (W O N w U - - - - - - - - - - - - - W — — — — — — — J _ I S S[size] S SANITARYSEWER MAIN SS[size] SANITARY SEWER SERVICE W Cn CD U O CO z N 0 P/L 80 P/L Z - - - - - - - - J I SS SS SS SANITARYSEWER SERVICE W[size] WATER LINE z E � z O Y Ln I - - - - - - - - P/L 81' P/L NOTES:co O SANITARYSEWER MANHOLE WS[size] WATER SERVICE U o Q m °O O I - - - - - - - GIRR INLET 1. ALL LOTS TO BE SERVED BY EXTENSIONS TO THE MUNICIPAL WATER AND W W[size] W WATER LINE ® WATER METER q SANITARY SEWER SYSTEMS. a O 16.5' 16.5' STRUCTURE o w >W z 1 W 31,987 sq.ft. a Q I o O WS WS WATER SERVICE ® WATER VALVE 2. SURFACE STORM WATER DRAINAGE SHALL BE DIRECTED TO PROPOSED 3 W c� WATER VALVE �, z W O S $ ONSITE STORM WATER MANAGEMENT FACILITIES. ® FIRE HYDRANT 06 0 Q 23.5' 23.5' A BYO p =z o Ln S O N 3. PRESSURIZED IRRIGATION WILL BE PROVIDED PER IDAHO CODE SECTION FIRE HYDRANT BO BLOWOFFASSEMBLY Q W 4,280 sq.ft. �, o w 31 3805. Z a W 17, 4,180 sq. ® WATER METER SD[size] STORM DRAIN LINE o e,� oI 4. LOT 1, BLOCK 1 AND LOTS 1,3,10&14,BLOCK 2 WILL BE DESIGNATED O WATER MANHOLE ----SD----SD----SD- STORM DRAIN PERF PIPE COMMON LOTS AND WILL HAVE BLANKET CROSS ACCESS,PUBLIC UTILITY, z 4i 80'- WS L_ - - - - - J IRRIGATION,AND DRAINAGE EASEMENT AND SHALL BE OWNED AND WATER WELL ' STORM DRAIN CATCH BASIN P/L P/L 80' MAINTAINED BY THE HOMEOWNERS'ASSOCIATION. MW GROUND WATER OBSERVATION WELL _ _ _ _ _ P/L P/L O; WATER RISER z - - � C I _ _ _ _ _ _ — — — _ 5. ACCESS VIA COMMON DRIVEWAY IS RESTRICTED TO LOTS 8,9, 11,AND 12, w SD SD�size] SD STORM DRAIN LINE ®D STORM DRAIN MANHOLE 0 � BLOCK 2 AND,IF APPLICABLE,A LOT THAT MAY RESULT FROM _ _ ___ — BLOCK 2 I a RE-DEVELOPMENT OF LOT 2, BLOCK 2. STORM DRAIN MANHOLE � SEEPAGE TRENCH Cn LR S a 6. PROPOSED PUBLIC UTILITIES,DRAINAGE AND IRRIGATION EASEMENTS ARE O STORM DRAIN DROP INLET z IRR[size] GRAVITY IRRIGATION PIPE o 26o I 4 AS FOLLOWS: — o IEP Ep EP 4 EP I OLn STORM DRAIN CATCH BASIN I R 30"0 IRRIGATION STANDPIPE O Q CONNECT TO I 4,352 sq.ft. I I .5'ALONG ALL INTERIOR LOT LINES m J w I Ep� I 2604 - 4,106 sq.ft. .10'ALONG SUBDIVISION BOUNDARY ,,,N p EXISTING WATER -a IRR(size] GRAVITY IRRIGATION LINE z- o I I _ IRRIGATION VALVE IR GRAVITY IRRIGATION BOX Q �z EP SERVICE FOR LOT 12 z \ a •10'ALONG ALL PUBLIC RIGHTS OF WAY Q EP EP a 10 •AS DIMENSIONED OTHERWISE IR IRRIGATION MANHOLE PI[size] PRESSURE IRRIGATION LINE o I CEP 1 � — �- - � tih� I � 1`r' � - - — � Z � w 102' -260 32"'ZDVKP 68' 6g' PRESSURE IRRIGATION VALVE PRESSURE IRRIGATION RISER z Q IRR IRR IRR IRR — 7 oW COMMON 2606 - / 10011, PI P1L P/L WS _ _ ' _ PI P L �I P L IRR IRR IRR GATED SURFACE IRRIGATION QD MAINLINE DRAIN O Q L _ - y o o 1 E 1/4 COR.SEC.31 � LOT 1 2,041 sq.ft. o _ �— 1 7775 .F�. COMMON— — �gp3ti � v _ 1� COMMON.__ o OHP OHP OVERHEAD POWER LINE A AIR& VACUUM VALVE Z 2604 C14 / 'l" ' q �` LOT LOT `1 133 sq ft."`" TOP CP&F NO.102102462LXJ ME 0 i 1 -38' - - - - 77' - - 45' TBM# BHP OHP OHP OHP- E GUYANCHOR C> STREETLIGHT J 2604 102' � _ N89 46 20 W 658.88 U — — — N89°46"20""W 378.88' - - - - - - - - UTILITY POLE TYPE II BARRICADE U J W - 40'- -40'= CC 2604 _ R MB W W W- W W W Vl{ W W �✓ W W W W TYPE 111 BARRICADE �/ G HERITAGE COMMONS i r 60'' BASIS OF BEARING EXISTING ACHD 2604— OWNERS ASSOCIATION INC i i _ i Q CAI 2 SIDEWALK STREET LIGHT SIGN UJ P.O.BOX1350 2603 J� i / y EASEMENT E. LEIGH FIELD DR. MERIDIAN,ID 83680 V� S S _S S- S S -S S S S S S S S S S / \ I i 5 - - _ _ - - _ - - ' � - - - j- — — - UTILITY IRR /$� �^ ✓�� �/ 5/ � � - - - - - - U T - ❑T TELEPHONE RISER - - - © CABLE TELEVISION RISER / Raw y�� R yR R/W R/W R/W R/ CE 5 R"�- roo R 2g0 / % WIRE FENCE RIW ' 2 _ II Lu �I 3 Q TOP TOP TOP OF SVINYL LOPE W TOE TOE TOE OF SLOPE z VJ /5 / ��i j � %�✓ � / CC DITCH U z MARK&TONYA UPSHAW NORMAN L.&WENDY MCCLURE SHRUMM _ JUDY H.&CHARLES E.STUBER JESSICA P.CROXFORD � Q o v 5 Rppl 3968 N.QUENZER WAY 3993 N.HERITAGE VIEW AVE. 914 E.LEIGHFIELD DR. 3989 N.PARK CROSSING AVE. DECIDUOUS TREE �n / /i MERIDIAN,ID 83646 MERIDIAN,ID 83646 z MERIDIAN,ID 83646 MERIDIAN,ID 83646 U Stamp o CONIFEROUS TREE �SS�ONA L FNG P/L C/L P/L z1.0 �� �\CENSFo R/W 47' R/W 10' 10, LL, m BUILDING Q Q —I�UU20 23.5' 23.5' I °oo MB MAILBOX I �o 18" 7' 1.5' 1.5' 7' 18' 33' z O 9lf OF F'�RIT 2' S' 2' 14.5' C/L 14.5' 2' s' 2' 2-y T.4N., R.1E. E. USTICK RD. 31 32 T KE 1' �� 1%MIN. 1%MIN. IE 11 ` ���,���i�,�y� ' ���,���i�,��� — — E CALL BEFORE YOU DIG! 3:1 MAX 4%MAX. 4%MAX. T.3N., R•1E. �— 3.1 MAX. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SE COR.SEC.31 6 5 0 Project No. 17-70 a CP&F NO.98117243 CALL DIGLINE INC. 5'WIDE,5"THICK SIDEWALK 5'WIDE,5"THICK SIDEWALK 18"RIBBON CURB PER 18"RIBBON CURB PER PRIOR TO COMMENCING UTILITY REPRESENTATIVES DEWALK DETAIL,THIS SHEET DETAIL,THIS SHEET UNDERGROUND WORK Icnnw+Nr�atthelOvlr. UTILITY REPRESENTATIVE PHONE Drawn By: JF PER ACHD SUPP.SD-709 4' OF 3/4 MINUS 2.5"OF ASPHALT(SP-3,0.50 PER ACHD SUPP.SD-709 2.5"ASPHALT,SP3,0.50 2.5"ASPHALT,SP3,0.50 Call before you dig. 208-342-1585 INCH(1/2")MIX, PG-58-28) 3"ROLLED CURB&GUTTER INCH(1/2")MIX,PG-58-28 INCH(1/2")MIX,PG-58-28 NATURAL GAS INTERMOUNTAIN GAS (208)377-6839 3"ROLLED CURB&GUTTER 14"OF 6' MINUS PIT RUN ELECTRICITY IDAHO POWER (208)388-6320 Date: February 14, 2020 PER ACHD SUPP.SD 702 PER ACHD SUPP.SD 702 4"OF 3/4" MINUS 4' OF 3/4" MINUS OWNER SURVEYOR CIVIL ENGINEER TELEPHONE CENTURYLINK (208)385-2440 3'CONCRETE VALLEY GUTTER 14"OF 6"MINUS PIT RUN CABLE TV CABLE ONE (208)375-8288 Sheet No. 14"OF 6" MINUS PIT RUN PER DETAIL,THIS SHEET RANDY SOHN SEAN SULLIVAN, P.L.S. DERRITT KERNER, P.E. SEWER MERIDIAN PUBLIC WORKS (208)887-1297 1294 E. LEIGHFIELD DRIVE DAVID EVANS AND ASSOCIATES ROCK SOLID CIVIL LLC WATER MERIDIAN PUBLIC WORKS (208)887-1297 N. HERITAGE VIEW AVE. SHARED DRIVEWAY MERIDIAN, ID 83646 9925 W. EMERALD STREET 270 N. 27TH STREET ROADS ADA COUNTY HIGHWAY DISTRICT (208)387-6170 BOISE, ID 83704 BOISE, ID 83702 IRRIGATION NAMPA& MERIDIAN IRRIGATION DIST. (208)466-0663 -NTS- -NTS (208)900-9049 (208)342-3277 FIRE I MERIDIAN FIRE DEPARTMENT 1 (208)888-1234 1 of 1