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CC - Preliminary Plat Revised Vicinity Map PUMP HOUSE x N89'44'22"E 659.14' -d$ I. - P-I a IR d roi � ^ 130A047.00 d MH#482.13 NORTH -d d -cl -d -d -d d �d -d - -dlQ o 40 0 540 05 PI PI PI P PI PI PII PI PI PI PI PI 90. 6, PI N89-4422`E90.00 N89'4422E 0.60' 94 9 -44S4 PI - � 7.091 "E90 45.0l 45.00 45.00 45.00 45.00 45.55 N HORIZONTAL SCALE: 1"=40' 45.00' 45.00 0' S45'04'54E S45'04'5 5'04'54"E N04'26"W oo N4-V55"06"E N4D N44'55'O6"E N45506 N455'34"E 45 { a E� e5�O� �omF.4 7.05' 7.05' 7.05' 7.05' 7.05' 7.05' 7.09' 7.09' 7.09' 7.09' 09 0 O Oq �y ti S44'55'09'W o s �••1 C ' . o i� in 'bra in I ,c {n ; 7.09' u? S891 95.00' i W aY cY° 10 o O w ' O W 3 545'04'51"E - R•' w o b 7.05' � I � 1 `.. n Z Z Z. _Z. Z Z Z _ Z y i. ULn .�.i f s N45'05' 9"W Q Q Q _ Q _ Q o l ` I 7.05' I I I I I S S89'43'32"W 100.00 S ha 3 00 .5 ' 45.00'i 50.00' 50.00' 50.00' 50.00' 50.00' 50.00 50.00' 30.65' o o_ } $ 3" - - - - - 89'43'32°W 46223' I o 4 w w w w - w w - w IN w - w -East Lockhart Stree w w w w - w I S44'55'09"W -- --- H#12. SS- Ss Ss - SS S - SS -SS -SswTFF#1 ss - ss s - SS - sS Ss55 SS #11 - - - 7.09' MH_#5 S89'43'32"W 95.00 m N S45'04'51"E S89'43'32"W 208.64' 83.44' 82.8T 7 05 - I1 s s w 'aap" �x � �* � ;s s m � � N 13 S894332"W 100.00' oo o mNE 103.3 ' mN894 9 PULP- coo � O U-i ca Notes o s44'55'09"w 1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. h I I -0 O $ ( ® �n N 17.09' 2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. EXISTING HOME 3 3 S89'43'32"W 95.00' i w i O S45'04'51"E o 3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT. - Z 7 05' z GARAGE a S89'43'32"W 103.32' S89'43'32"W 102.99' p-0 7 _ o w 4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT. N a O a ES � o 5. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8. O ^o o - o o m w 6. EXISTING USE: RURAL AND RESIDENTIAL. a m z ' 3 N�-0 ® O o- N 13 rn I U 3 � N 3 S89'43'32"W 100.00' 3 m �" ¢ = o 7. CONTOUR INTERVAL; 2 FOOT DATUM: NAYD 88 e� ao I oo I d O m = ,o ID �= m .0 w o ¢ 8. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. - m�H o m b o 0 0 w z v~ Un S89'43'32"W 228.73' mo N o S89'43'32"W 103.31' - N89'43'32"E 103.00' N M 4 0-0 ® N � ' T i2i 9. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE OR -64.72'- 64.00' �QQ.QQ o N ' I ^i Li ~ z d: PI PI PI PI PI PI PI PI PI O m L M LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. co S44'SSb9"W a w p w p T09' CD10. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE w o- o o-0 O o OZ O o ( 3 W z ¢ PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS oo' O Q o I S89'43'32"W 95.00' DEVELOPMENT. m, d^ S4SO4'51"E ¢i o 6,� f ¢ 11. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001Co142J, PANEL NOT PRINTED. o a N 3 103.31' 103.00' 0 7.05' o S89'43 "W .31 P: PI PI PI 12. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION; R1002730200. z O © '32 rL c a S89'43'32"W 100.00' O a O a al 13. QUALIFYING OPEN SPACE IS CALCULATED AS: A PORTION OF LOT 1 OF BLOCK 1, LOT 4 OF BLOCK 3, LOT 1 OF BLOCK po ��G� I a OG N S8943'32"W 100.00 C) rl z Z o 4 AND LOT 10 OF BLOCK 5. rn z a - o w 3 zn O N V _ ' v 14. ALL WATER LINE SIZES SHALL BE 8" UNLESS THEY ATTACH TO FIRE HYDRANTS WHERE THEY ARE 6'. 1 S z ti N z o 15. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION S N 13 a b o g. ESW z WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. a I Oo-0 10 m o 16. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10-FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC S89'43'32"W I00.00' m O h N m N w co- N S44'S5'09"W N RIGHT-OF-WAYS. 2) A 5-FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND 3) A 10-FOOT WIDE REAR YARD IRRIGATION EASEMENT. I o- f s S89'43'32"W 95.00' 7.09 m S89'43'32"W "' ' -v,-}I 17. EAST TALLIN STREET, EAST LOCKHART STREET, NORTH SANITA STREET, AND NORTH RED HILLS STREET ARE PUBLIC ROADS - O N PI I�-PI PI PI PI PI s (ACHD). 23.98' m PATHWAY I a IR Legend EXISTING PATHWAY ti S89'43'32"W 109.87' W IN IN S89'43 32 8.05 3 S89132 166.31 3 SUBDIVISION BOUNDARY S89'43'32"W � w w w - w 24.69' SS SS -_ ss w w - w w - w East Tallll] Street- w w w w W w - w - w w w LOT LINE - MH#8 s =__ - - - - - - - - - - - - - - - - STREET CENTERLINE S ss ss MH#7 s - ss Ss ss - ss - SsMH 1 - SS IOOS5;6 ss MH SL SS - ss - s - SS _ s#3 SECTION LINE S8Ql 978 l " 3 - - - - - - EASEMENT (IRRIGATION) 44.78' 127.00' 106.87' N 56.14' 76.00' 77.06' - - - - - 0 EXISTING FENCE S S t� S � I EEP EEP EEP EEP- EXISTING EDGE OF PAVEMENT I t:l - _ _ _ _ - EXISTING CURB AND GUTTER y y o n CONSTRUCT 3" ROLLED CURB & GUTTER ry o cl CONSTRUCT 36" CONCRETE GRAVITY IRRIGATION LINE O O O 3 I O O O PI -PI PI PI CONSTRUCT PRESSURE IRRIGATION LINE 0 o N O ss ss - ss CONSTRUCT 8" SANITARY SEWER MAIN LINE N I z N CONSTRUCT 4 TYPE C SEWER SERVICE PER ISPWC - n " " " 3 � SD-511 w w W CONSTRUCT WATER MAIN LINE PI PI PI PI PI PI PI -PI PI - -PI PI PI PI PI PI I -�PI PI PI PI I I P PI PI PI PI PI PI PI PI PI PI O w o CONSTRUCT WATER SERVICE � I III INSTALL FIRE HYDRANT i It � ~ �' ' " ' Of EXISTING UTILITY POLE Typical 47-Foot Local Street Section Setback/Zoning Table Land Use Calculations Underground Utility Note INSTALL LED STREET LIGHT NOT TO SCALE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN PROPOSED ZONE R-8 DESCRIPTION AREA (ACRES) PERCENTAGE LOCATED FROM FIELD SURVEY INFORMATION AND O INSTALL SANITARY SEWER MANHOLE R 47' Right-of-way FE MINIMUM LOT AREA - INTERIOR LOT 4,000 SF PROJECT 10.06 100% EXISTING DRAWINGS. THE SURVEYOR MAKES NO o Ni MINIMUM LOT AREA - CORNER LOT 4,000 SF RESIDENTIAL LOTS 6.19 61.6% GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN ¢ 3 33' Back to back of curb COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN N Y z z o FI ]R GRAVITY IRRIGATION BOX FRONT YARD SETBACK 10 FEET QUALIFIED OPEN SPACE AREA LOTS 1.41 14.0% c> 29' SERVICE OR ABANDONED. THE SURVEYOR FURTHER 2' REAR YARD SETBACK 12 FEET NON-QUALIFYING OPEN SPACE 0.08 0.8% o >z o 2' � 5' 2' 14.5' 2' 5' DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES m � m z G 2 14.5' STREET SIDE GARAGE SETBACK 20 FEET RIGHT-OF-WAY 2.37 23.6% SHOWN ARE IN THE EXACT LOCATION INDICATED w m 3 0 r o rn - 2.00% Minimum 2.007 Minimum-� ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED d z ME w M z 7 STREET SIDE YARD SETBACK 10 FEET �- w p � 3 RESIDENTIAL LOTS 38 AS ACCURATELY AS POSSIBLE FROM INFORMATION ¢ r;l w ¢v w o 6" INTERIOR SIDE YARD SETBACK 5 FEET AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY vp o a csi a o OPEN SPACE AREA L 4 Crushed a99 9 ' re ate base P 0 TS Concrete sidewalk per ACHD MAXIMUM BUILDING HEIGHT 35 EET LOCATED THE UNDERGROUND UTILITIES. DEVIATIONS course - 4" minimum F RESIDENTIAL DENSITY 3.8 Acre / PP 9 MINIMUM STREET FRONTAGE 40 FEET MAY EXIST BETWEEN THE LOCATIONS SHOWN HEREON 6" supplemental standard drawing SD-709. SHEET NO: thickness under sidewalk. 21/2" of asphaltic Sub base - 12" of 6" AND THEIR ACTUAL LOCA710N(S). minus per I.S.P.W.C. Base course - 6" of concrete per I.S.P.W.C. MINIMUM LOT WIDTH - INTERIOR LOT 40 FEET Applicant Crushed aggregate base P section 805. 1 1 section 801. 3/4° minus per I.S.P.W.C• 3" Rolled curb and utter per ACHD MINIMUM LOT WIDTH - CORNER LOT 40 FEET 1 of 1 course - 4" minimum section 802. 9 P ELDER, LLC MIKE HOMAN-MEMBER thickness under curb. supplemental drawing SD-702. EXISTING ZONE RUT 6820 W. RANDOLPH DR. BOISE, ID. 83709 (208) 861-9700