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HomeMy WebLinkAboutPre-Plat Vicinity Map Setback/Zoning Table 28 >E 27 N i U � Ln O 0 I I PROPOSED ZONE R-8 1 33 34 zO - m MINIMUM LOT AREA 4,000 SF I CL co FRONT YARD SETBACK 20 FEET SETTLERS CANAL I BLOCK 7 I _ - ! - _l I REAR YARD SETBACK 12 FEET r OAKCREEK SUBDIVISION No. 3 ❑ CUINTERIOR SIDE YARD SETBACK 5 FEET o0 4 MAXIMUM BUILDING HEIGHT 35 FEET 11 I 14 s El Z I - Lo I STREET FRONTAGE 40 FEET \ ,..., C I 477­1__�­ MINIMUM EXISTING ZONE RUT , I a�� ��_ I .T-'r..-I-I HE H 1 z N `I r °�° �;! d U Calculations S8843 21"W 246.50, W aj W_MCMILLAIRTS� .- _ 52.36' \ 60.40 P PI PI 5.00' a W q� - ---- 1_Iu1cILLAN IUD_.__ L0 20 40 Land Use a 6D 72' a r PI , "pI� w 41 DESCRIPTION AREA ACRES PERCENTAGE I � I I�� ' ��I. I � I� ' �- 1 i EXPI fXPk PI -�""---•"�- PI-�.`��PI \ � � - ' I a " ILI [ -_1-.L� .- . }_ 1 I - l • ( HORIZONTAL SCALE: 1 =20' _ ' O a _ Pro ect PROJECT 1.87 100% ro a w\ 00 ...I I RESIDENTIAL. LOTS 1.09 58.2% -i - 1 _ i OPEN SPACE A 0.18 9.7% / f Block 1 Site REA LOTS RIGHT-OF-WAY 0.60 32.1% ( I I \ \ 1 O M f \ \ RESIDENTIAL LOTS 7 � " OPEN SPACE AREA LOTS. 1 1 \ . N N J 4,399 SF i I _RESIDENTIAL DENSITY INCL ROW 3.7/Acre / w 5,333 SF / I I u, EXISTING UTILITY t� in EXISTING BUILDING y fl-T RESIDENTIAL DENSITY NOT INCL. ROW 5.5 Acre' / ? I � � . I , EXISTING BU{LDING TO BE REMOVED \ / I POLE AND �O -r - _-` , E J ! ----- Under round Utilit Note TO BE REMOVED I _ TELEPHONE jjl jj```` I � � � � _ _ AIIV cot I� -I .-i-+--4- --�;' I, _ .-.. I I ! I i ICI �l� .a- .. I0 7 f w J '�! I -- � �ET ROT T BLOCK _ Q rT_ 1 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Cif ( I n �`� _ Ia FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE f J ' II o °' w - _- _ - o IEXISTING WELL o SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES ❑ Q ! o _.NINEMILE CREEK.-- 22 f I P I HOUSE BE SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER 1N Cr1 '� `� _ H TO REMOVED \ i SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES. NOT DR - WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE �I I� &385 SF I -"' I 5.40 I EXISTING FENS TO 0. EXACT LOCATION INDICATED ALTHOUGH HE DOES 'CERTIFY THAT THEY >� I \ "'" •r r' , 1 t_r_t o I EXISTING DECK 2541 - I O I I E REMOVED w ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION W I ZI 1 :% � _ l` ;' AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE W I TO, BE REMOVED UNDERGROUND UTILITIES. DEVIATIONS MAY EXIST BEIWEEN THE U t I f OPEN SPACE ' I ( w a ¢z Q EXISTING HOME y LOCATIONS SHOWN HEREON AND THEIR ACTUAL LOCATION S. . o UJ ( ) Q \ 8,367 SF I ,,,z 7i ` R i TO BE REMOVED j a I II I z z o 2� I . U - / SU56 06 E 25.00 I \ Q U_ �,\ x EXISTING GARAGE - I I cFn�9 I / - S89'56'06"E I I I / Lo -._ ....... _._._ / 5� _. AND CONCRETE 2 I ©w NOT TO SCALE Curve Table - I �� 5.00' I 1 I f / X Q m::3 �P S `� \ { I- I PADS TO BE I I rS �Q i � - REMOVED S ,�, I I ' a a Q PO r EGF, I I ` FL CURVE DELTA RADIUS ARC CH BRNG CH DIST o J " - _ \ f EXISTING CONCRETE I I / GN \ f w Legend C1 286'49'42 55.50' 277.84' NO'08'33"E 66.16' - - - X 1 PAD TO BE REMOVED w \ a eoNc ' C2 53'24'51" 20.00' 18.65' N6S26'08"E 17.98' \ \\ °� c \ I I / \ �2sQ o y Y' SUBDIVISION BOUNDARY " \\\ \ [ S 1 g rt r E I a �\ z - C � I C3 53'24 51 20.00 18.65' N63'09'01 W 17.98' \\ \ - ,_, F E I I w LOT LINE �\ / i f 6 5' wbE SIp ALK C4 48'17'01" 55.50' 46.77' S60'52'13"W 45.40' \ \ Z •00 av'L Z \ _' E r r, - STREET CENTERLINE \ o \ �� x. 66.12' \ 54�� 589'S6 06 E'; ` i I I a w z. - - - - - - SECTION LINE C5 59'18`00" 55.50' 57.44' N65'20'17"W 54.91' \� z 2 5.46' \� N89'51'27"W 71.12 - - _ - - PUBLIC UTILITY EASEMENT C6 46'34'50" 55.50' 45.12' N59'09'52"E 43.89' ��_ o `�� �� I Of - - - - - - - - - - - - A.C.H.D. STORM DRAINAGE EASEMENT I w Uj " �- 03- coNc -cork W , �- l ni •r-i _ EXISTING FENCE C7 54'55'44" 55.50' 53.21' S70'04'51 E 51.19' E;IA,, ._.�Ew AY H w w w of w ----------w w w w w w y i C' - -�E f I V '� Q = EEP ESP EEP FEr EXISTING EDGE OF PAVEMENT " BO o �/ I ' Or z o C8 6'10'23" 55.50' 5:98' S39'31'48 E 5.98' W. Torana , t. c&NccoNc c�Nc coNc EXISTING EDGE OF CONCRETE �� VV Torana +'. e,8,50' n "� (� o - - - - - C9 71-33'44" 55.50' 69.32' NO'05'35"E 64.90' N8T51'27"W 62.70' o /N89`51'27"W 134.42' %I ( I a3 a - - - - - - - - - - - - EXISTING CURB AND GUTTER Qo - - - - - • - o- - - - - • I r-x a I d�3) '-� r- ro CONSTRUCT 3" ROLLED CURB & GUTTER "' i- t, I � z ¢_ ---FxSS EXSs Exss r `�, t.., - I y�� O ! � z EXISTING SANITARY SEWER MAIN LINE LQ ib �, t r--r w I- Of ExSS Exss SS Exss Exss o ss---ss- ss �-- is-ss-SS--SS-SS-SS-ss-SS-ss--Ss-ss-ss ss ss s / f U' I I 0. [� w •�ss--=ss ss ss ss- CONSTRUCT SANITARY SEWER MAIN LINE t„ ix I w W I- S Q crv� CONSTRUCT SEWER SERVICE Notes �pb `/ ( II ` l o w Ew BY- EXISTING w [ I EXISTING WATER MAIN LINE i� / i / J1 t a I I W ! 4) z m 1. THERE ARE NO POTENTIALLY HAZARDOUS AREAS. /� ,� i w- w CONSTRUCT WATER MAIN LINE j/ - S89'51 27 E 76.48 i t t a I ° I a 2. THERE ARE NO STREAMS, PONDS, LAKES, OR WETLANDS ON / i i ! S89'56'06"E , C" o CONSTRUCT WATER SERVICE 4B.19 28.29 Ctc THIS PROPERTY. �� / w C3 ���� 5.49' I ( \ i z, 0. Ln � - -ix�i xrl EXISTING PRESSURE IRRIGATION MAIN LINE 3. THERE ARE NO NATURAL DRAINAGE SWALES ON THIS PROPERTY. / e " PI PI-- CONSTRUCT PRESSURE IRRIGATION MAIN LINE /% / - - - - - - j # P a ( i z n 4. THERE ARE NO PERMANENT AND/OR SEASONAL HIGH �/ /; S S �'� H INSTALL WATER VALVE, SAME SIZE AS MAIN LINE // I f I o Fw z GROUNDWATER AREAS ON THIS PROPERTY. i� / % 1 C �I z waf A. INSTALL FIRE HYDRANT fi I I \ / f' ( \ ( �i o 5. THIS PROPERTY IS NOT IN A FLOOD PLAIN AREA. J i I I / ( j I v, n�• EXISTING B60WOFF 6. THERE ARE NO IDENTIFIED SHALLOW BEDROCK AREAS, UNSTABLE L �" O INSTALL SANITARY SEWER MANHOLE ROCK FORMATIONS, OR LANDSLIDE AREAS ON THIS PROPERTY. � Y ft✓ I l I 7. THIS PROPERTY IS NOT IN AN AQUIFER RECHARGE AREA SS EXISTING SANITARY SEWER MANHOLE I 8. NO UNSTABLE SOILS SUSCEPTIBLE TO EROSION EXISTING ON 1 1 I / I S I - g EXISTING SANITARY SEWER CLEANOUT q THIS PROPERLY. ALL AREAS ARE SUITABLE'FOR DEVELOPMENT. CD INSTALL LED STREET LIGHT w S - 9. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE C11Y OF w INSTALL TYPE IV INLET CATCH BASIN IN ACCORDANCE WITH MERIDIAN. '� / I I - i I i \ ,/ WW I.S.P.W.C. 'STANDARD DRAWING SD-604A. o (� [ I / , I a 10. POTABLE WATER IS TO BE PROVIDED BY THE CI1Y OF MERIDIAN. I I EXISTING FENCE TO I S89_56'06"E 25.00 _ OLDCASTLE 1000 GAL. 5.5 UNIVERSAL TANK PER I.S.P.W.C. z ( ! I _ I / I I BE REMOVED SD-624 AND A.C.H.D. BMP-01 WITH MANHOLE FRAME AND 11. PROPERTY LIES WITHIN THE NAMPA MERIDIAN IRRIGATION Z Lq COVER PER I.S.P.W.C. SD-616 AND SD-617. DISTRICT. U 4 ( I j // I I i S89'56'06 E ® INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) 12. PROPERTY LIES WITHIN THE MERIDIAN CITY FIRE DISTRICT. 1 1 r I / ` 5.00 13. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR I / i a o i i w O SOT NUMBER HISTORIC DISCHARGE POINTS. 14. THIS PROPERTY IS CURRENTLY ZONED RUT. 1 / I cn 1 w I [T] EXISTING TELEPHONE RISER BLOCK 1 f r, I I p 15. EXISTING USE: AGRICULTURAL_. Q �' I Z,. EXISTING UTILITY POLE " w u ® I I ,`1h� O o I © I I O I � 00 FOUND 1 2" PIN WITH CAP LABELED LS 4116" 16. CONTOUR INTERVAL: 1 FOOT DATUM: NAVD 88. W I CD i 5,113 SF I oo / 7,157 SF I/ 6,160 SF o 4,995 5F � o FOUND 5/8" PIN WITH CAP LABELED IS 4116" 17. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE U / I "' ( I N HOMEOWNERS' ASSOCIATION. o G CALCULATED POINT, NOT !FOUND OR SET 18. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM � I w EAST QUARTER CORNER, FOUND ALUMINUM CAP WATER DISPOSAL OF STORM WATER GENERATED FROM THE 33 34 CP&F N0. 2024-00812 LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. w I Block I 19. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC 28 27 UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE I I I I \ 4 NORTHEAST SECTION CORNER, FOUND BRASS CAP PUBLIC ROADS. SPECIFIC DESIGN CRITERIA. WILL BE MET DURING ( \ I I f I w 'CP&F NO. 2024-000810 THE CONSTRUCTION APPROVAL PHASE OF THIS DEVELOPMENT. I I I I �� I \ 33 34 20. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA I W MAP 16001C0143J, DATED JUNE 19, 2020. ti I / \ - ( = i 0O vi Ld 21. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS Owner/ licant Project Address EXPI ExPI / ` p 1 Y PI Pi P PI PI PI Rt PI PI PI ' PI Pi � ' SUBDIVISION: SO433110460. 5.00 BEAR HUNTER HOLDINGS LLC 4535 N, BLACK CAT ROAD 22. !LOT 4, BLOCK 1 IS DESIGNATED AS A COMMON AREA LOT TO • 4429 TAILS DOWN ROAD MERIDIAN, ID 83646 BE OWNED AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION, S89'52'34"E 279.72' / k i �-+ T€TONIA, ID 83452 AND IS SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT. - 208-709-2874 BLOCK 2 / I I I I RAPID CREEK SUBDIVISION No. 2 Typical 50-Foot Local Street Section I li] NOT TO SCALE Black Cat Road Half-Street Section TI 50' RIGH - NOT TO SCALE I I I N w w U 36' BACK TO BACK OF CURB z VARIES 9't - 13'f o Z o J 32, P' 3f `" mY Q� �o f LU W 14j-�` GRAVEL J^Ir ¢ Q w v z-C U`- 0 2 5 2' 16' 16' 2 5 2° o a 1' S' ¢.- � w� o$ ¢� a 3:1 MAX TO--__ alp-�+ �---4 6' HOULDIR VARIES 12'f VARIES 12't_ _ �--� 2.00% MINIMUM 2.00% MINIMUM---� EXISTING , 2' L GROUND-= 33 34 �iHLIEI NU: 3 Q. CRUSHED AGGREGATE BASE - •7 CONCRETE SIDEWALK PER ACH 5 THICK CONCRETE SIDWAI. SD D - �ISTINGEDGE OF PAVEMENT COURSE 4 MINIMUM 6 " 6 SUPPLEMENTAL_ STANDARD DRAWING SD-709. PER A.C.H.D. SD'J09 WITH SOD THIS SID I Of I THICKNESS UNDER SIDEWALK. SUB BASE - 12 OF 6" MINUS CRUSHED.AGGREGATE BASE BASE COARSE - 6" OF 3 4' 2 1/2" OF ASPHALTIC CONCRETE 3" ROLLED CURB AND GAITER PER GRAVEL SIDE SLOPE, THIS SIDE PER I.S.P.W.C. SECTION 801. / COURSE: - 4 MINIMUM CRUSHED.AGGREGATE BASE COURSE - 4"- MINUS PER I.S.P.W.C. SECTION 802. PER I.S.P.W.C, SECTION 805. ACHD SUPPLEMENTAL DRAWING SD-702. MINIMUM THICKNESS UNDER CURB. THICKNESS UNDER SIDEWALK. ONSTRUCT BORROW DITCH