Loading...
CC - Pre Plat I 19 20 I w - - ►Q,'.� - S89'44'42 W 2,634.00' - E� I 30 30 29 F" co NORTH 50 0 50E HORIZONTAL SCALE: 1"=50' lG� I w I bw` vop bbl Snb I III I ' es� w � I • � `n �eset^tesn gesee I S89'46'49"W 1,288.11 ' O w ( 121.34 20.00' 69.00 --89OB--- - 69 Oa-- 69,00 69.00 69.00 - --69.00'� 69.00 69.00 78.00 47.00' 65.00 65.00 65.00 120.00 �260 51.86 2i . W W00 f\ --\ I 11.00 �I 11.00' o m 4.�i I I ( 1 .9�' I � �w M l00 ZP 13 \ _ 0 w � m � 3 1 8,439 SF o M M N N r w M w o N 13,221 SF o / I U o �12 \\ 11 10 O ® O o © M O o\ ® O 1 �a z ( 21 20 19 0 18 N p M M M M M M m S89.43'08V 121.93' ;, m m m CO \ �' o o LL o< 3 v, 9,271 SF N 9,250 SF N 7,613 SF I III N 9,51 SF o 10,466 SF o 9,880 SF o 9,868 SF o 9,866 SF o 9,863 SF 9,861 SF S 058 SF N 9,856 SF N 11,132 SF cn1,01 �I 6 o \ m cn m v7\ N cn \ i .zt ys' o a o 1 Block2 .gyro m 14 0 1A z G1 co co S 26`Q 47, 8,066 SF s s s s s Q 2- s I s s o 4 4 w N C2� ,.) I C20 I Ct 6 Ct 4 w ci .. ..., ,.... .:.. - ,..::-, I , .,: C26 ;a 47.87 ::;,,. =:69.00 �,,.. - ,::;;;_ ; ;•, 69.00•:. , F,.� 69.00 := ...:. ,69.00• ... <..69.00,. .,... .-. . _. .. 69.00 .�.: "-.68.98 3 5 v S89 43 08"W 122.49 m, rye,.. 3.,,r; C22 M w G G2 S89'44'59"W 530. 5' - - S89'44'59"W 106.94' o m _ : - / East Azan Street --- -- - M :. � W . w - . , w ' � w � -w - L� - w -' - vL- w w - - w-- w- 0 SF g !j 26,26 fl 15 N ss ss -L s ss ss s SS ss ss - - - ss ss ss s ?�9FT s ss SS g M m O SS SS SIS - SS SS - SS -� S -SS SS Ssl - SS IS �a S SS -}- SS S S5 _ 7,938 $F U 89'44'59"W 724.78' - - M „ „y, 00 0 00 3.78 h Al .., . =. 66.00:. .. >.. r:.,. ,66.00 .-: .,.-`:66.00 .. .. . 66.00 66.00 66.00 66 66.0 _ -66.00 .. 66. ;2 .. .. .. r . .;.. �i Qp3wvoi Q .�-c S89'43'08"W 118.67 S S b b S zsa2 , w w , z =��p i n� 31 / \ G1' ` S38'16'06"E 9' I) X W N z W-i o io rn 21.12' / III 1 ��omx p 16 N Gry I� M \ 1=- t�p y. O N N \ Beq �OGk00 S I I x x O 6 U 8,825 SF 13 N 14 p 15 S89'43'08"W 136.28' /3 \ O 9,421 SF 9,439 SF 9,437 SF 9,435 SF 9,432 SF \ a 9,430 SF o 9,428SF., ov 9,425 SF 9,423 SF 9,421 SF N 9,418 SF 1 01 8,854 SF io 7,525 SF 11,115 SF w 0 0 o N J N 11,117 SF o N N� Nii� v \ o w � z o O SINGLE M I o o i \ - - w CY m o 17 SERVICE v �' n \ ' \\ N N N IW 25' N 3 V �\ 1 8,655 SF N00'15'01"W N0915'01"W ` -- 1 J 11.9``,' 16.65' W / 16.63- 66.00' - 66.00'--- ---87.84'--` 51.87' m pt 47.00 - - . - - - - N89'43'08"E 1,287.84'- - - - - - - - - - - - . - _ - _ - _ e1 0 O ZN FIE oho III ~ II \ Ld II Nl � o 31I II II Rlw � II II RI Id III Snbd�vision Subdivision Subdlvision I w w I Madelynnade1Y"" .� � �W Nudely II I III 3 29 o � n�e m "III - � av Notes Vicinity Map Curve Table N 1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. ' f 1 3 Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length w 2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. C1 198.71 126.50 90.00 S44' 44' 59"W 178.90 C21 68.35 173.50 22.57 S78' 2T 50"W 67.91 Z M Legend W Z g 3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT. � 3 $ 7 C2 173.54 126.50 78.60 S39' 03' 03"W 160.25 C22 21.19 173.50 7.00 S86' 15' OS"W 21.17 ¢ o 4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT. C3 25.16 126.50 11.40 S84' 03' 03"W 25.12 C23 47.16 173.50 15.58 S74' 57 56"W 47.02 PROPERTY BOUNDARY NORTH r ; LOT LINE 5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. r NOT TO SCALE 1 } ) - C4 19.45 20.50 54.35 N63' 04' 25"W 18.73 C24 24.98 20.50 69.82 S7T 54 38"E 23.46 w 6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8. = r � m t C5 277.14 55.00 288.71 NO' 15' 01"W 64.11 C25 177.97 55.00 185.40 S44' 18' 06"W 109.88 STREET CENTERLINE r � , g� 3 7. EXISTING USE: RURAL AND RESIDENTIAL _ C6 32.65 55.00 34.01 S52' 54' 07"E 32.17 C26 0.89 55.00 0.93 N43' 27' 45"W 0.89 } g - - - - - - - 10' ADDITIONAL RIGHT-OF-WAY E 8. CONTOUR INTERVAL: 2 FOOT DATUM: NAVD 88 = - ax„T 1 C7 56.02 55.00 58.36 N80' 54' 44"E 53.63 C27 51.03 55.00 53.17 S84' 13' 46"W 49.22 w o a o 0 0 o EXISTING FENCE - # 9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. xtir C8 30.38 55.00 31.65 N35' 54' 18"E 30.00 C28 30.11 55.00 31.36 S41' ST 55"W 29.73 Q RIQ Project EEP EEP EEP EEP EEP- EXISTING EDGE OF PAVEMENT 10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE *, " 6irsnfz �� C9 62.08 54.94 64.73 N12' 15' 57"W 58.83 C29 54.70 55.00 56.98 S19' 54' 21"E 52.47 LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. 1 �° Locations . - - - - EXISTING CURB AND GUTTER C10 30.38 55.00 31.65 N55' 38' 58"W 30.00 C30 54.70 55.00 56.98 S19' 54' 21"E 52.47 11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE CONSTRUCT 5' SIDEWALK PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS ;;; gym., n -' � T »` _� DEVELOPMENT. 4 # 1 I C11 70.20 55.00 73.13 S71' 5T 36"W 65.53 C31 24.98 20.50 69.82 N13' 29' 09"W 23.46 t. CONSTRUCT 6" VERTICAL CURB & GUTTER C12 19.45 20.50 54.35 N62' 34' 22"E 18.73 C32 65.64 173.50 21.68 S10' 35' 15"W 65.25 12. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEA MAP #16001C0165G, PANEL NOT PRINTED. Rya §'""`"�`� 3p .im r � -x°`) . Ie IRRIGATION PIPE C13 3.93 20.50 10.98 N40' 53' 14"E 3.92 C33 65.64 173.50 21.68 S10' 35' 15"W 65.25 13. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: SO530142050, S0530142200. ESS ESS ESS--ESS ESS C14 15.52 20.50 43.37 N68' 03' 50"E 15.15 C34 65.64 173.50 21.68 S10' 35' 15"W 65.25 EXISTING SANITARY SEWER MAIN LINE 14. QUALIFYING OPEN SPACE IS CALCULATED AS: LOTS 1, AND A PORTION OF LOT 16, BLOCK 1; THE RIGHT-OF-WAY LANDSCAPE STRIP FROM TOP BACK CURB TO THE PROPERTY LINE, NOT INCLUDING DRIVEWAYS. k y_ "' m C15 31.40 20.00 89.94 S45' 16' 46"E 28.27 0 SS- SS - ss - Ss CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED `r 15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS. , C16 9.32 20.00 26.69 S76' 54' 27"E 9.23 5 CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC �`, _' . * � SD-511, SEE DETAIL 3, SHEET 8 16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION „* .,W E T r ': C17 22.08 20.00 63.26 S31' 56' 11"E 20.98 WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. ( T T w -Ew Ew Ew Ew Ew EXISTING WATER MAIN LINE - * T ) C18 31.44 20.00 90.06 N44' 43' 14"E 28.30 0 17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10-FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC r c g - w - w - w w - CONSTRUCT 8" C-900 PVC WATER MAIN LINE RIGHT-OF-WAYS. 2) A 5-FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND € - �€ 11.1 C19 22.08 20.00 63.26 N31' 19' 12"E 20.98 z 3) A 10-FOOT WIDE REAR YARD IRRIGATION EASEMENT. - 5 CONSTRUCT 1" DOUBLE WATER SERVICE 18. EAST AZAN STREET IS A PUBIC ROAD ACHD . C2o 9.36 20.00 26.80 N76' 20' 56"E 9.27 • ` �'.' , ,� _ � `O� EXISTING UTILITY POLE 19. DIRECT VEHICLE LOT ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE , m r, hE .- ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN. • t x., _ IR EXISTING GRAVITY IRRIGATION MANHOLE Land Use Calculations Underground Utility Note � LOCATED Setback/Zoning Table DESCRIPTION AREA (AC) PERCENTAGE FROM MELTHE D SURVEY IROUND NFORMATION ATION AND EXISTINLITIES SHOWN HAVE G�DRAWINGS. ORIGINAL PROPERTY 9.84 N/A THE SURVEYOR MAKES NO GUARANTEE THAT THE IR EXISTING GRAVITY IRRIGATION BOX Typical 50-Foot Local Street Section PROPOSED ZONE R-8 12' ADDITIONAL LOCUST GROVE ROW 0.09 N/A UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH MINIMUM LOT AREA - INTERIOR LOT 4,000 SF PROJECT 9.75 100% UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. NOT TO SCALE F1' 49' Right-of-wayR THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE OW EXISTING WATER MANHOLE MINIMUM LOT AREA - CORNER LOT 4,000 SF RESIDENTIAL LOTS 7.18 73.67 UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT 33' Back to back of curb FRONT YARD SETBACK 10 FEET LANDSCAPED OPEN SPACE AREA LOTS 0.73 7.5% LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT p v REAR YARD SETBACK 12 FEET THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM o m o SS EXISTING SANITARY SEWER MANHOLE 1' 29' 1' COMMON DRIVE COMMON LOT 0.07 0.7% o z W a 2 5' B. 2' STREET SIDE YARD SETBACK 20 FEET NFORATION AVAILABLE. THE SURVEYOR HAS NOT o 2' 14.5 14 5 2' 8' 5' NON-LANDSCAPED RIGHT-OF-WAY 1.20 12.3% PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. m m 3 0 z o OW EXISTING WATER MANHOLE INTERIOR SIDE YARD SETBACK 5 FEET 50% BUFFER STRIP ALONG LOCUST GROVE 0.13 1.3% DEVIATIONS MAY EXIST BETWEEN THE LOCATIONS SHOWN w z Y o w o z o 2.00% Minimum 2.00% Minimum MAXIMUM BUILDING HEIGHT 35 FEET HEREON AND THEIR ACTUAL LOCATIONS . w= ¢ 3 v = F 3 F LANDSCAPE STRIP (TBRC-Fj� 0.28 2.9% < 4a 6° MINIMUM STREET MU EET FRONTAGE 40 FEET DRIVEWAY I LANDSCAPE STRIP 0.10 1.0% Crushed a re ate b ase S N EXISTING FIRE HYDRANT 99 9 Concrete sidewalk a ACHD r P - MINI UM LOT WIDT H TH INTERIOR LOT 40 FEET - u NON-LANDSCAPED COMMON LOTS 0.07 1. %course 4° minimum _ LA 0 0" 6" supplemental standard drawing SD 709. SHEET NO: thickness under sidewalk. 2 1/2" of asphaltic MINIMUM LOT WIDTH - CORNER LOT 40 FEET Sub base 12° of 6" TOTAL QUALIFYING OPEN SPACE AREA 1.01 10.3% Base course - 6" of concrete per LS.P.W.C• Owner�A 11Cant Crushed aggregate base minus per LS.P.W.C' section 805. EXISTING ZONE RUT hh course - 4° minimum section 801. 3/4" minus per I.S.P.W.C. 3" Rolled curb and gutter per ACHD RESIDENTIAL LOTS 33 LARGEST LOT SIZE 13,221 SIF TODD CAMPBELL CONSTRUCTION, INC. thickness under curb. section 802. supplemental drawing SD-702. OPEN SPACE AREA LOTS 4 SMALLEST LOT SIZE 7,525 SF PO BOX 140298 COMMON DRIVE LOT 1 AVERAGE LOT SIZE 9,474 SF BOISE, ID. (208) 631-5052