Loading...
HomeMy WebLinkAboutPZ - Revised Preliminary Plat Vicinity Map U 37' Tara's Landing Subdivision Lo WEST CHINDEN BLVD 1.5' 12' CO 26585 14.50' Preliminary Plat p NORTH z 2' z NOT TO SCALE 2 5' WIDE SIDEWALK J ARE-SUBDMSION OF LOT 4 OF COMPTON'S SUBDIVISION NO. 2, AS SHOWN IN BOOK 31 OF PLATS, AT PAGE 1935. ~ z m < SITUATE IN THE EAST ONE-HALF OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE :3 .4 w w 3 o MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO. O o w o o a 3:1 MAX cwi o o x °' c-<:�,'� 2020 c-<>--D 2.00% MIN, a o 3:1 MAX TO "a) 64 EXISTING ^ _ ..^ GROUND COMPTON'S SUBDIVISION NO. 2 W .1 � o \-„ `CONCRETE SIDEWALK PER ;4m 3 ROLLED CURB ' ACHD SUPPLEMENTAL w b.0 s� c AND GUTTER PER STANDARD DRAWING SD-709. o -Is �� W m z \/ \SUPPLEMENTAL \ \ 2 WEST LARRY LANE BASE COURSE - 4" ASPHALT - / DRAWING SO-702. NORTH � m SUB BASE - 10" OF 6" /��� 3 O OF 3/4" MINUS SP-$ 0.5" MIX, `/� 0 40 80 O p °O LO PER I.S.P.W.C. PG 58-28, 2.5" MINUS PER I.S 801.\ /a i T I U L cV SECTION 802. MINIMUM. SECTION 801. r-� F/A HORIZONTAL SCALE: 1"=40' Larry Lane Extension 1/2 Section - Looking East $DRIVE NOT TO SCALE I /�p �- EEa \ a, ,PROPOSED PROPOSED PROPOSED BOLLARDS TERMINUS E TENSIORRY LADE EXIST. XBARRICADE W.SEE SECTION ABOVE TO NORTH BLACKCAT ROAD Project Site IRRIG. DITCH S89"45'24"E 333.34' N89'55'26"W _ - _ _ _ - _ - _- _ N89'46'51"W _ _ _ _ - _ _ _ - _ - _- _ •o MICROPATH Open Space 5 • ` 37.42' 893.18' � \ ,� d33 -- d33 d33 d33 d33 d33 -- d33 d33 d33 d33 d33 W, N -2517= - - d33 -25i7- - - - - _- - - - -- - - - - - 2s16=_- - YV . any Lane `\ I i RAMP PROPOSED PED \ d33 �o N89'46'51"W 221.93' 0 z ww¢ Q m c 5,964 SF �p0 J \�\\ 58•g6 n I1 z o a CEO 6 v u. rn \ 5:1 TRANSITION I I o o N vo 1 + 0 0 FTS89'44'41"E 132.57' O J � ) TO EXIST EDGE I I w N a <c 4,551 SF I I OF PAVEMENT I x w z- Sl (Q 9 3 W J I lwi F2- W J �S s� Notes O o S89'48'03"E 105.00' J ^ I I Z I I i � a oma )0 0 5,304 SF I XIST. J I I IRRIG. DITCH 1. THERE ARE NO POTENTIALLY HAZARDOUS AREAS. " in 3 I TO BE S89'44'41"E 132.63' 33 O J I I RELOCATED 2. THERE ARE NO NATURAL DRAINAGE SWALES ON THIS PROPERTY. ° ' 47 0 4.513 SF J �_I I 3. THERE ARE NO PERMANENT AND/OR SEASONAL HIGH GROUNDWATER AREAS ON THIS PROPERTY. 23.5' 23.5' J r Common (I ® 11 t I I S89'48'03"E 105.00' z I I O Area 4. THIS PROPERTY IS NOT IN A FLOOD PLAIN AREA. 0 5,306 SF I 5.2' J ? I I 29,752 SF 11 5. THERE ARE NO IDENTIFIED SHALLOW BEDROCK AREAS, UNSTABLE ROCK FORMATIONS, OR LANDSLIDE AREAS ON 16.8 O a $�OC (� 43,560 SF THIS PROPERTY. cU Cq UNPLATTED S89'44'41"E 132.68' h 4,500 SF m I I o 6. THIS PROPERTY IS NOT IN AN AQUIFER RECHARGE AREA. O b " 3 I PATHWAY TO I \ II \ oo J COMMON AREA II h 7. NO UNSTABLE SOILS SUSCEPTIBLE TO EROSION EXISTING ON THIS PROPERTY. ALL AREAS ARE SUITABLE FOR o o ( N89'48'03"W 105.01' EXCLUDED AS i d 5,308 SF ( I \ % Ic r--� DEVELOPMENT. a o COMMON AREA) I ` o ( I " CC3 00 8. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. I I t2 S89'45'24"E 1 3.00 N89'54 41"W 1 28' / S89'44'41"E 132.74' " $ 9. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. 3 40.00' 40.0 'I I 40.28' � M o ® o I I �J I ,' EXISTING FENCELINE Cn �� N 10. IRRIGATION SERVICE IS TO BE PROVIDED BY SETTLERS IRRIGATION DISTRICT. o o I I I o <Y p p m O I 5,311 SF 0 3 / 4,119 SF III \ // 20' I I 1ST' r+ o o N 11. PROPERTY LIES WITHIN MERIDIAN FIRE DISTRICT. ' .i-+ I 0 II IRRIG. DITCH t� _ � z i 12. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. o S89'44'41"E 132,80' �89'45'24"E 103.00' g \ \ / - - - _ - - 9' 4'41"E 214.91' - - I I 2 13. THIS PROPERTY IS CURRENTLY ZONED RUT AND WILL BE PROPOSING A RE-ZONE TO R-8. C O 0&, 0 " i I / © a a a z o w JM b 4,120 SF � 4,120 SF � 4,149 SF o II � � � 14. EXISTING USE: RURAL-URBAN TRANSITION. (TO BE TRANSITIONED TO MEDIUM DENSITY RESIDENTIAL). 4,443 SF M n r 0 5,313 SF 15. CONTOUR INTERVAL i f00T DATUM: NAVD 88 q /I N o o Common / z S89'44'41"E 132.85' / ; S89'54'41"E 103.00' ® Area JJ 16. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. L'o Common 1,974 SF 17. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM o ® q i Area O I J I z COMPTON'S SUBDIVISION NO. 2 THE LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. 5,315 SF a 83.00' 00' .00' 28' 91.19' R52' 18. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO I � ,0 5 THE PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF / w -w -w w -w -w w -w w w w w v✓ w -w w I S89'54'11"E 22.26' S89'44'41"E 132.91' t1r THIS DEVELOPMENT. o0 0 o N / -- - - - - -�^- - - - N- - - - -- M - -.6 - - - - + + / Cb'V 19. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO14OH, PANEL NOT PRINTED. o ^ - o / o a o I 20. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: R1527510080. 5,317 SF o I I w 21. NO VARIANCES ARE BEING REQUESTED AT THIS TIME. / 01;- I I 24.88' 4 .00' 40 00' 40 00' .00' 40 0' 40. ' 40. 4 00' .Ot' 73. III o S89'44'41"E 132.96' 3 i l l Legend 0 C �/ o $1 , LOT LINE 5,320 SF o 0 0 0 o0 00 o0 o n ` 0 I - - - - - - - STREET CE 589'44'41"ENTERLINE a o 133.02' 12 O w O w O w ® w O w © w O w w O 10 11 f ( m m rn o BOUNDARY a 4,702 SF a 4,000 SF n 4,000 SF n 4,000 SF 4,000 SF 4,000 SF o 4,000 SF o 4,00�8p SF o 4,000 SF 4,040 SF o 6,459 SF I ADJOINING PROPERTIES Q b H I o 0 0 0 00 1 IST.V CEX EXISTING FENCELINE 6 39 SF a � 3 BLOWOFF _ � I 12" PVC PIPE EXISTING STRUCTURE �f - _ / - - -- - - - - I I) - - • OLOT NUMBER • N89'54'41"W 638.24' ill EXIST. OS OPEN SPACE EXIST. ul ( III WATER VALVE SEWER MH " RIM 2520.66 w rn 3 EXISTING LOT NUMBER INV OUT=2512.66 w ( III I o PROPOSED 8" SEWER MAIN III WESTBRIDGE SUBDIVISION ( III ®--- - PROPOSED 4" SEWER SERVICE _w -w -w -w -w - PROPOSED 8" WATER MAIN III PROPOSED WATER SERVICE r iCal SO-FOOL Local Street Section Setback/Zoning Table Land Use Calculations Underground Utility Note U 5/8 INCH PIN yp rn • 1/2 INCH PIN NOT TO SCALE R THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM PROPOSED ZONE R-8 DESCRIPTION AREA (ACRES) PERCENTAGE z FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE o CONSTRUCT 3" ROLLED CURB, GUTTER, AND 5' SIDEWALK 47' RIGHT-OF-WAY MINIMUM LOT AREA - INTERIOR LOT 4,000 SF PROJECT 6.14 100% SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES N SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN o co z s W/ 2' BUFFER BETWEEN BOW AND PROPERTY LINE 33' BACK OF CURB TO BACK OF CURB MINIMUM LOT AREA - CORNER LOT N/A RESIDENTIAL LOTS 4.14 67.4% v o z m SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT z 0 5-:2 o 29' FRONT YARD SETBACK 20 FEET OPEN SPACE/COMMON AREA LOTS 0.73 12.47 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE 3 m z z 2' 2' REAR YARD SETBACK 12 FEET RIGHT-OF-WAY 1,24 20.2% EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY w S ow M z 2 5' 2 14.5' 14.5' S ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION 4 M S z a x d w STREET SIDE YARD SETBACK 10 FEET RESIDENTIAL LOTS 29 AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE a a z = �- 2.00% MINIMUM 2.00% MINIMUM INTERIOR SIDE YARD SETBACK 5 FEET UNDERGROUND UTILITIES. DEVIATIONS MAY EXIST BETWEEN THE 6" OPEN SPACE AREA LOTS 2 LOCATIONS SHOWN HEREON AND THEIR ACTUAL LOCATIONS . FEET L O T 35 E BUILDING HEIGHT MAXIMUM L 4.6 Ac re AGGREGATE RESIDENTIAL DENSITY CRUSHED AG E / PER CONCRETE SIDEWALK N0: STREET FRONTAGE 40 FEET SHEET BASE COURSE - 4" 6" ACHD SUPPLEMENTAL MINIMUM MINIMUM THICKNESS ASPHALT - SP-3, 0.5" Preliminary SUB BASE - 10" OF STANDARD DRAWING MINIMUM LOT WIDTH - INTERIOR LOT N/A Owner/Applicant UNDER SIDEWALK. 6" MINUS PER MIX, PG 58-28, 2.5" SD-709. MINIMUM LOT WIDTH - CORNER LOT N/A ELDER, LLC MIKE HOMAN-M MBER MINIMUM. CRUSHED AGGREGATE BASE I.S.P.W.C. SECTION 801. BASE COURSE - 4" OF 3" ROLLED CURB AND GUTTER MAXIMUM DENSITY 8.0/ACRE 6820 W. RANDOLPH DR. Plat COURSE - 4" MINIMUM 3/4" MINUS PER PER ACHD SUPPLEMENTAL EXISTING ZONE RUT BOISE, ID. 83709 THICKNESS UNDER CURB. I.S.P.W.C. SECTION 802. DRAWING SD-702. (208) 861-9700