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PZ - Proposed Trail Alignment XREF INDEX: A PRELIMINARY PLAT OF CA C CREEK o ° A PORTION OF LOTS 1 , 2&7 BLOCK 1 OF KACHINA ESTATES SUBDIVISION '. z 19 20 1 cn N Y4 CORNER SITUATED IN THE SE4 OF SECTION 19, T. 3N. , RAE. B.M. 3 FND 3" BRASS CAP `° CO ADA COUNTY, IDAHO J CO o - U o) c SALMON RAP/OS SUBD/VS/O/l/#4 I - N BOOK 75 PAGES 7955-78.'45-'�" U) 1° 't • U> — -a CORF32.04' pp S89°23'51.58"E 718.95' k o �6k'R G I R R 722 G \ \ IRR\—_ 5 \ \ ;I' co N x EXISTING HOME AND 28 0 27 1 2s I 25 \ \ /o \ � OUTBUILDINGS TO 8,403 SF I 8,160 SF I a' 8,853 SF v \ 11,'/4�s'F PROTECTED 8,003 SF I /�\\ I I°I' " S NAL N \� F — \ \ \ \ \ � , ''�� I I L•Y EXISTING ACCESS POINTS TO DRIVEWAY C,\STER \ I \^ \ I TO BE CLOSED AND RELOCATED TO �� Q-� 1-84 Q E. LOGGERS P SS-ST. w - - - _ _ - - _ ` ��\ �\ \ 23 L \ \ I 1 -I- LOGGERS PASS ST. 8625 �O \ \ I 03,668 SF cP O x ` '\ \ 8,919 SF \ \ ` -` ° r �� Sh'ERBROOKE 110ZZ OGYS SUB. NO 4 l z I = - 66c'�� C > °� i� I BOOK 90 PAGES 9704-9705 E OVERLAND RD. �9TTF OF � _ c _ _ _ E. LOGGERS ASS ST 30 ��,� ,\ \ SCALE I n n 22 \ \ r \ \ \ \ v, N I \ \� \ 'o ' \ \ \ 60 0 30 60 120 m ,I 8,0 o x u 1 \ \ ^oho 8,351 SF d /�o�o \ \\ \ \ \ \ �' ( FEET ) x '� 1 / 2 I ' ° \ \ \ \ \c'A \ \ \ --I- 1 INCH = 60 FT. o D O o O 21 \ \ \ �' \ \ 9,891 SF I CO 8,930 SF 105.24' \ \ \ \ 1 PROJECT SITE ' - I O 8,086 SF \\ \ \ \ \ o00 \ I o DEVELOPMENT FEATURES x I BL OCK J 3 .0 15,036 SF �0 \ \ N I o/ 4 3 .0' (\- \ /�\ \\\ \ \\° ' Q M \ TOTAL ACRES....................................... 13.99 ACRES , d/ 20 \ \ � \ TOTAL LOTS......................................... 47 LOTS z =^° \ o°° / \ 1 IR I I BUILDING LOTS............... 41 LOTS 8,618 SF �ti/ . \ 8,082 kF \ I ' -�� - - - \°'• ` 1 ' = i I I AVERAGE BUILDING LOT SIZE.............. 10,050 SF w/ ex home E VICTORY RD. \ 60.00' 46.50' _ - - I I I _ - = r „ , N 119 87' " I -^ 2 = \ - �� -I I I AVERAGE BUILDING LOT SIZE.............. 8,959 SF wo/ ex home N89°37 01.07E 106.50 0 - - - - -� I �, O �, 1,�y5/��\\ \\\� I vvX RESIDENTIAL DENSITY (GROSS)........... 2.93 UNITS/Ac. U) T 8,160 SF I I �`' 6S \ I' RESIDENTIAL DENSITY NET 4.33 UNITS Ac. Of 1 \ \ \ \ EXISTING ZONING.................................. RUT VICINITY MAP 2 0 PROPOSED ZONE.................................. R-4 W N 1 9,5900 SF shoo. 1 9,483 $F` MINIMUM BUILDING LOT SIZE .............. 8003 sf -NTS- N x 1 1 s 1 F N. \\I TOTAL OPEN SPACE............................. 2.61 ACRES QUALIFIED OPEN SPACE.. . . . . ............ 2.23 ACRES a 1 119.87' 1 I \� 1 1 , II , I \\ ( % OF QUALIFIED OPEN SPACE............. 15.9% LEGEND o MINIMUM HOUSE SIZE........................... 1,400 SF z I I s�o I r 14 2 I� \ 1 EXISTING FENCE _p m CABELLA CR EK SUBD/t%S/ON I \ 1 \ I;;' SEWER LO BOOK 100 PAGES 12999- 19004 I _ 1 1 ® I \ I I CITY OF MERIDIAN PROPERTY BOUNDARY ED z Id x I O 1 I 10,358 SF 8,845 SF \ I \ � . WATER RIGHT of WAY LINE o 0 10,222 SF I I I I E i CITY OF MERIDIAN No No i f I I I SACELAND SUBD10151ON EXISTING ROAD CENTERLINE N N Q N I - - - - yam° I 13 - - 120.00' I BOOK 91 PAGES >0659-10661 IRRIGATION Z x �� — — _ — P: — L O 120.00' 1I N N �� -_-_..—__ - - / I 34,237 SF I I I I —� i I NAMPA-MERIDIAN IRRIGATION DISTRICT EDGE OF PAVEMENT Y I d E. SAGEM_OOR ST. C4 a I I I_ I I I SCHOOL ° o o w 1 1 5 15 EXISTING LOT LINE z W > o a -, °E° SAGEMOOR ` ST. O I Il WEST ADA COUNTY SCHOOL DISTRICT z z Y p Lu o 8,160 SF 8,160 SF I III W (D � u � / I EMERGENCY SERVICES EXISTING SEWER LINE W/ MANHOLE w U) Q w a W O m x• - - - - a ,� _; =3� I 1 / I II I FIRE - CITY OF MERIDIAN o o v Q g a can o I�� 'ROBS - \ I BL OC/( 3 _ 120.00_ POLICE - CITY OF MERIDIAN JI J I 11 I I I I 120.00' I EXISTING WATER MAIN , C4 ' I 2 NOTES: DQ EXISTING WATER VALVE Q x III 10,709 SF � I I © 0 1 14 I x' of 1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL W 3 �_ + 1 I I I 8,160 SF 8,160 SF HAVE A 10 UTILITY EASEMENT. ® EXISTING WATER WELL ~ N F + 1 I 1 h 2) ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS z 119.97' L 120.00' OTHERWISE SHOWN. ® EXISTING STORM CATCH BASIN w I o 3) ALL WATER MAINS SHALL BE 8 0 UNLESS OTHERWISE Q Q o III ( 1 II 128.95' � I T800SF 1 '� SHOWN. EXISTING LIGHT POLE co U J I I I 4) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE ' � III I 8,159 SF I 12 I I ® I I AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE CITY OF i EXISTING SIGN O MERIDIAN AND ACHD. CD \ `l&�0 I 8,723 SF 8,160 SF 8,160 SF „? T T 5) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY. PROPOSED ROAD CENTERLINE j ��/� 119.99' I I I I I 6) BLOCK 2 LOTS 4, 13 & 19, BLOCK 3 LOTS 1, 7 & 13 ARE c, ; - - - - ,20.- I I 1 COMMON LOTS TO BE OWNED AND MAINTAINED BY THE H.O.A. - - PROPOSED ROAD RIGHT OF WAY o- - 38.0' ' 127.60' 12o.00' \ I I I I I I 7) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE I I IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. PROPOSED LOT LINE o .3 1 11 8,160 SF 11 I t 1 11 SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. I s,s16 SF \ 8,074 SF 8) THE ROADWAY IMPROVEMENTS SHOWN ON LOCUST GROVE AND BLOCA- 5 5 BLOCK AND LOT NUMBER o 111 I \ 0.00' �I I \ I I 8,1s6 SF /i VICTORY ROADS ARE FROM DATA OF RECORD FROM THE ADA c� / IRR IRR I I IRR IRR _ I COUNTY HIGHWAY DISTRICT AND MAY BE SUBJECT TO CHANGE. OI o 11 \ - - __ 6 -� /� _ _ I PRPOSED REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK , - _ 1o2.3s' I I 9) AE FLOOD ZONE ON TEN MILE CREEK FROM COUNTY WIDE U w I11 x \ \_ s I I FIRM PANEL 16001CO234J EFFECTIVE 06-18-2020 PROPOSED SANITARY SEWER W/ MANHOLE Z o i \ 1 11 - - I I s° 10 \ J 1J _ 1 8"W PROPOSED 8" WATER MAIN o �'I 7 - 8,688 SF 265QI Z Z IRR IRR PROPOSED PRESSURE IRRIGATION � W O O '-''� \� �� �y II�Ij /X/ ® 1 \ `III I OUTBUILDINGS ETONBE — O y �/ 24,807 SF 9?• 41 O \ �� I REMOVED. PROPOSED FIRE HYDRANT — W f` 0 m \ C' FLOOD PLANE AE ZONE o o I, \ ~ J O > Q p oI \ �� ��� �, SEE NOTE 9. 1 O5 oI © 01 .+ 1 b of o = x 9 \ Q PROPOSED STREET LIGHTIGHT w J 0 > N \ 8,165 SF o 1 8 I - \ \ 1 8,040 SF �p SF 1 6 V \ O 1,c I > L` m N I 1 8,276 �t 11,o9s�F- _ - O O / y �' X � 1 \� I � RAW 38'-0" R/w 33'-0" � D - 1 DRAINAGE BASIN 8 �' 4j�49.34 - FUTURE ACHD RO D � W o Q + s`S� 67.00' / 1 �.00' 2i ���-- o�-�„— - r ` 5'-0" 8'-0" 16'-6" 16'-6" 8'-0" 5'-0" Z W c {r �' 68.41' 66.89' -e$t—� I - �Z I IMPROVEMENTS W 1 ` " �� / / 18 F� / 14'-SLOPE 2.0% SLOPE 2.0%4-6" z 1 S 1 /4 CORNER �►;� , ` 9Q i I I \ I11SE `.J Q o SECTION 19 i _ �� °' _ - - --- - - - - - - �,\ I \ _ J CORNER J W W j o o > FND BRASS_ CAP _ - _ - - SECTION 19 J 6 0 . I �QCNT ALUMINU_ M CAP PLS 14337 W Q U z o0 w o 19 ^ - ,,..,. W Y�LVJVnzr � W - �� ,s... - LOCAL STREET SECTION ^^ / � o rn O II �— — — 46 — — o — — — — — o — — — — — Nrs- p NN pC Sew F` --''"Sew VICTORY" ROAD Sew e T OWNER APPLICANT ENGINEER SURVEYOR O (� CHALLENGER DEVELOPMENT, INC. SCHULTZ DEVELOPMENT MATT MUNGER, P.E. TRAMS FOSTER, PLS, CFedS SHEET NUMBER �/ > 1977 E. OVERLAND ROAD MATT SCHULTZ NV5 NV5 11t FLOOD PLAN MERIDIAN, ID 83642 PO BOX 1115 690 INDUSTRY WAY, STE 10 690 INDUSTRY WAY, STE 10 SEE NOTE 9. MERIDIAN, ID 83680 MERIDIAN, ID 83642 MERIDIAN, ID 83642__L \ ppi W o < \ UNPLATTED /Boo 0 0H11Nz9 ES UBD/o!%S¢O 2 PHASE 2 (208) 342-5400 (208) 342-5400 uu