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CC - Revised Preliminary.Plat I 1s zo U - - 19 - S89'44'42"W 2,634.00' - - - - Q)W I w �� 30 29 ~ �n NORTH I I !I °`� OP 50 0 50 1s��41 O HORIZONTAL SCALE: 1"=50' p4 I I W II b�,�vstiob w s�bya e$vNOY I ( (V I egg w I • r..1 m �° ese� S89'46'50"W 1,313.20' 121.34 20.00 69.00 " - 81F00--- ---6&W-_ 69.00 69.00 69.00 _--69.00"f 69.00 69.00 78.00 47.00 65.00 65.00 65.00 138.83 260 33.03_ 3Jill7.00 h+i W 9 00 'r \\ --\\ i 11.00' �I 3 11.00' 0 4^ V oAw m III � \ 20' 13 N N L \ N I O I o U C� ^ (2 M \ 11 M j0 , \ M O M © O M \\ ® O O2 W 1 I 21 W 20 0 19 1g N 17//_ -- � III' w S89'43'08"W 121.93' m m m m w m b o 0 1 3 4 o N / 6ry1 z, c15 a .ti 3II w m 2 3I ,n s \ S s s Qs 6p2� Qs ar s s c13 co p o N QSG C27 ) S I ° C20 - I C16 C14 i w 7 0 �a26 C22 47.8T 69.00' 69.00' 69.00' 69.00' 69.00' 69.00' 68.98'- 3 C} 56.02' 50.92' k �� o M S89'43'08"W 122.49' � ti 5 3 C21 S89'44' 9"W 30. _ m G G2- C2 S89'44'5 "W 106.94' 3 0 s W / w C24 - W - w \ 5"L w East AZan Street - mL- w w - - v;_- w - w w w -1v \ w 15 N �2 w CJ �f ' o O N SS ss s5 - ss ss--ss -� s - ss ss ssl - ss Is ; -I s +- ss s ss sh ss -I s - ss ss S SS ss ssl - - s - ss ss ss s �� � s SS n 89'44'S9"W 724.78' _ \ �\ O I U / C3 41.00' 66.00' 66.00' a 66.00 66.00' 66.00' 66.00' 66.00' 666..00' 66..I000' JI 6.00' 23.78' Cy h G� \\ r� \ I zo=z O cD i 26 S89'43'08 W 118.67' S S S S S S S oS3�F 26 p o m= ~r �"o ` w S38'16'06"E //88S 2 l� i Z OL I ¢ zm 0 16 1 / / B10Gk 1 cV n r [� zo v LQ Cli ® 10 11 -- 12 2600 13 w 14 0 15 41 S89'43'08"W 136.28' r � ` U vmi m b o o v,� v, i voi b b ti \ o !N N- z o SINGLE 1 SERVICE N v \\ Z N w 125', �� m N0o'15'01"W - Ld NOO'15'01"W �' - \--y Lh I 3 N 16.65' W / 16.63' 6600 -- --- --- �- m _ - - - Ali R - - - - - - - - - - - - - -1894308"E 1,312.88- - - _ - - - - - - - - - - - - - - - . _ - - - - - . - _ . - _ - - a O 9: p dry ti � W I I Vl w � IV I ILj Subdivision �I o I IV I j Nib Subdivision aaely 'SUbdivision o � E elynn Madelyni' VI a IV I 3 29 w z o / g 16 1 I lam -, a r pi i wl Notes Vicinity Map Curve Table N 1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length i C, 2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. l a £ T 4k 1 C1 198.71 126.50 90.00 S44' 44' 59'W 178.90 C21 68.35 173.50 22.57 S78' 27' 50"W 67.91 w o Legend 3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT. * a zo C2 173.54 126.50 78.60 S39' 03' 03"W 160.25 C22 21.19 173.50 7.00 S86' 15, 05'W 21.17 F 4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT. & h a C3 25.16 126.50 11.40 S84' 03' 03"W 25.12 C23 47.16 173.50 15.58 S74' ST 56"W 47.02 N PROPERTY BOUNDARY ') NORTH 5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. NOT TO SCALE ; I z LOT LINE . < Tt _ 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 Uj - 6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8. 185.40 S44' 18' O6°W 109.88 STREET CENTERLINE T C5 277 14 55 00 288 71 NO' 15' 01"W 64 11 C25 177 97 55 00 m 7. EXISTING USE: RURAL AND RESIDENTIAL. $ t C6 32.65 55.00 34.01 S52' S4' 07"E 32.17 C26 0.89 55.00 0.93 N43' 27' 45"W 0.89 > - - - - - - - - - - - 10' ADDITIONAL RIGHT-OF-WAY - ° 8. CONTOUR INTERVAL: 2 FOOT DATUM: NAVD 88 a; x C7 5&02 55.00 58.36 N80' 54' 44"E 53.63 C27 51.03 55.00 53.17 S84' 13' 46"W 49.22 1-1 Li EXISTING FENCE 9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. W s Pro ter. i '_ Q 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 p -EEP EEP EEP EEP EEP EXISTING EDGE OF PAVEMENT 10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE ,� ;`^•�' rY a �z.1 � C9 62.08 54.94 64.73 N12' 15' 57"W 58.83 C29 54.70 55.00 56.98 S19' S4' 21"E 52.47 LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. , Location - - - ---- ' - - - - - - - 1 £_ 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 _ _ _ _ _ EXISTING CURB AND GUTTER 11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE - 1 '"" PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS 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 P ° DEVELOPMENT. �z �" *' E '� CONSTRUCT 20' DRIVEWAY �; P " �'` 12. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO165G, PANEL NOT PRINTED. ?' � _ = t 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 CONSTRUCT 6" VERTICAL CURB & GUTTER � E ..L � ' '„, :y 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: 5053014205Q 50530142200. .f Ek _ r 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 14. OPEN SPACE IS CALCULATED AS: LOTS 1, 2, 25, 29, AND 34, BLOCK 1; LOTS 1 AND 6, BLOCK 2. r� - . - . - IRRIGATION PIPE : r^ -I-.f- �r�. � C 15 31.40 20.00 89.94 S45' 16' 46"E 28.27 EXISTING SANITARY SEWER MAIN LINE 15. ALL WATER LINE SIZES I SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS. ESS ESS ESS ESS ESS C16 9.32 20.00 26.69 S76' 54' 27"E 9.23 16. SURFACE IRRIGATION FACNTIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION " �'� - ss - ss ss ss - CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. ` �' '' I' e .. _ Y, C17 22.08 20.00 63.26 S31' 56' 11"E 20.98 o CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC 17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10-FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC } ry C18 31.44 20.00 90.06 N44' 43' 14"E 28.30 u SD-511, SEE DETAIL 3, SHEET 8 RIGHT-OF-WAYS 2) A 5-FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND r , 3) A 10-FOOT WIDE REAR YARD IRRIGATION EASEMENT. _ y.. . ` C19 22.08 20.00 63.26 N31' 19' 12"E 20.98 -Ew Ew Ew Ew Ew - EXISTING WATER MAIN LINE 0 i # 18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD). 2 T C20 9.36 20.00 26.80 N76' 20' 56"E 9.27 _ w - w w - w - CONSTRUCT 8 C-900 PVC WATER MAIN LINE 19. DIRECT VEHICLE LOT ACCESS TO NORTH LOCUST GROVE ROAD 1S PROHIBITED UNLESS SPECIFICALLY APPROVED BY THEti x , Wo T ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN. y q ° _ 1 t 'r CONSTRUCT 1" DOUBLE WATER SERVICE ` �-, EXISTING UTILITY POLE Underground Utility Note R EXISTING GRAVITY IRRIGATION MANHOLE Typical 50-Foot Local Street Section Setback/Zoning Table Land Use Calculations THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED yp g FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE NOT TO SCALE R 49' Right-of-way R PROPOSED ZONE R-8 DESCRIPTION AREA (AC) PERCENTAGE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IR EXISTING GRAVITY IRRIGATION BOX UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. w MINIMUM LOT AREA - INTERIOR LOT 4,000 SF PROJECT 9.84 100% o 33' Back to back of curb THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE 29, 1, MINIMUM LOT AREA - CORNER LOT 4,000 SF RESIDENTIAL LOTS 7.25 73.7% UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT N o z U Y Z p y OW EXISTING WATER MANHOLE 2' 5' 1 8, 2' FRONT YARD SETBACK 10FEET LANDSCAPED OPEN SPACE AREA LOTS 0.73 7.47 LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT o m z Z 2' 14.5 2' 8' S' THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 14.5 REAR YARD SETBACK 12 FEET COMMON DRIVE COMMON LOT 0.18 1.8% ss EXISTING SANITARY SEWER MANHOLE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT Gi u E z� Y d w o Z o 2.00% Minimum 2.00% Minimum STREET SIDE YARD SETBACK 20 FEET NON RIGHT-OF-WAY 1.13 12.8% PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ¢a ui w 'o a 6 INTERIOR SIDE YARD SETBACK 5 FEET 50% BUFFER STRIP ALONG LOCUST GROVE 0.13 1.37 DEVIATIONS MAY EXIST BETWEEN THE LOCATIONS SHOWN m o o a o e ate base _ _Crushed a r 99 9 HEREON AND THEIR ACTUAL LOCA710N S .I Concrete sidewalk er ACHD MAXIMUM BUILDING HEIGHT 35 F LANDSCAPE STRIP TBRC- 0.42 4.3% ( ) TER MANHOLE FEET ( �w EXISTING WA - 4' minimum P course m n 6" supplemental standard drawing SD-709. MINIMUM STREET FRONTAGE 40 FEET -33*26' DRIVEWAYS FROM LANDSCAPE STRIP -0.14 -1.4% SHEET N0: thickness under sidewalk. 2 1/2" of asphaltic Sub base - 12" of 6" Base course - 6" of concrete per I.S.P.W.C. MINIMUM LOT WIDTH - INTERIOR LOT 40 FEET TOTAL OPEN SPACE AREA 1.01 10.3% EXISTING FIRE HYDRANT Crushed aggregate base minus per I.S.P.W.C. section 805. Owner/Applicant section 801. 3/4" minus per IS.P.W.C. 3" Rolled curb and utter per ACHD MINIMUM LOT WIDTH - CORNER LOT 40 FEET 1 courses 4" minimum section 802• supplemental drawing gutter RESIDENTIAL LOTS 33 TODD X 140298 CONSTRUCTION, INC. j thickness under curb. PP g EXISTING ZONE RUT PO BOX 140298 OPEN SPACE AREA LOTS 4 BOISE, ID. (208) 631-5052