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CC - Updated Plats for Parking Plan Charlene Way From:Sonya Allen Sent:Monday, April 13, 2020 9:51 AM To:Adrienne Weatherly; Charlene Way; Chris Johnson Cc:Dean Waite; Todd Campbell Subject:RE: Allmon Sub Per the request of the applicant below, please either remove the parking plan the project file in LF or include this email in LF. thanks From: Dean Waite <pm.tccinc@gmail.com> Sent: Monday, April 13, 2020 8:19 AM To: Todd Campbell <tddcampbell@gmail.com> Cc: Sonya Allen <sallen@meridiancity.org> Subject: Re: Allmon Sub Hi Sonya, We originally sent over a parking plan for the updated plat. With the new, standard sized lots a parking plan should not be required, correct.? We are not wanting to be committed to driveway locations if it is not required to have a specific parking plan. Best Regards, Dean Waite Todd Campbell Construction Inc 208-631-5052 On Mon, Apr 13, 2020 at 7:05 AM Todd Campbell <tddcampbell@gmail.com> wrote: Sonya Here are updated plats. These are the same as the last ones we send but with updated open space info. Please let us know you received these. We will get the sign and affidavit updated and sent to you with pictures. Thank you Todd Campbell 208-941-8607 1 2 Allmon Subdivision Revised Open Space Plan °ti II I °r aba�`S�°�� SUba�v�5�°� I esobav`S ¢eset es S89°46'49"W I � I 13 w , I ¢ I 12 11 10 (D ® O7 © (D ® O3 O2 1I 21 20 19 18 17 zi Street a Eas t Azn Strt • .••� ���••�• I C� o O ...16 •••.•• CD CD CD O ..•.. o � 16 • ��`�`i�`.� B\p0k\ I� 11 12 13 14 15 I . ............ 17 ••••••••••••• I 25' I • ••••••••••••• • .�iiiiii.i�ii ... ...........• N89°43'08"E 1,287.84' III I U I III Made\ynnStbdNlsip° MadeAy°°Subdivision � I Subdiaision I � III III Made\ynn I II ° WI �u �l BLOCK—LOT # COMMON LOT AREA SF COMMON DRIVE AREA SF QUALIFYING LANDSCAPE AREA SF NON—QUALIFYING LANDSCAPE AREA SF 1-1 11,117 SF N/A 11,117 SF 0 1-16 22,765 SF N/A 17,279 SF 5,486 SF 1-21 1,491 SF N/A 1,491 SF 0 1—LANDSCAPE STRIP 8,099 SF N/A 8,099 SF 0 1—DRIVEWAYS* 2,526 SF N/A 0 2,526 SF 2-1 1,491 SF N/A 1,491 SF 0 2-12 3,023 SF 3,023 SF N/A N/A NORTH 2—LANDSCAPE STRIP 4,161 SF N/A 4,161 SF 0 0 100 200 2—DRIVEWAYS* 1,762 SF N/A 0 1,762 SF I I SUBTOTAL 56,435 SF 3,023 SF 43,638 SF 9,774 SF HORIZONTAL SCALE: 1"=100' PERCENTAGE 13.3% 0.7% 10.3% 2.3% *HOME DRIVEWAYS AND COMMON DRIVE HAVE BEEN DELETED FROM THE TOTAL SUBDIVISION AREA 424,622 SF LANDSCAPE STRIP FROM BACK—OF—CURB TO PROPERTY LINE I W I 1s 20 - - -�. - S89'44'42"W 2,634.00' - - - - 30 30 29 ,� NORTH 00 50 0 50 I II 0000 ll I w 11>1 alslo���ti HORIZONTAL SCALE: 1"=50' �lS1oU ( 4 I W I I �bal�s104 I I �,+ .o 1 eS w I • �--1 m es���sa ¢eso �$�`oa� III w II ��Se� v S89'46'49" 1288.18' i, O w I 9'4T1 �T�� •�.� 121.34 20.00' 69.00 - -BgOB -- ---60.00-- 69,00 69.00 69.00 - - -69.00'1 69.00 69.00 78.00 47.00' 65.00 65.00 65.00 138.83 28 33.03 2 0 W r. f\ _-\ I 11.00 �I 11.00' �4� ��^ ( 11.9 W tt M be \ L 20 \\ N >I � rn � N _ w w I - � 0000 \ O h <G O oa O W u dNp �12 M 11 10 O9 O8 \o O7 © _ OS ® 3O M O2 w 1 ^ 21 w 20 N 19 18 N 17� 1 d N S89'43'08"W 121.93' m ro m m \ o 4��10 N vooi N N N\ vooi N �� N v, Con m o� I I w o zl ap ,p (�`� n - N a1M ) I S S \ S S S Y 2602 S 47' S S C13 C70 ( N I m C20 C16 I w m C26 z::, r,..._ 69.Op,. .....> ._ : 69.00 .. -<. 68.98 ... 56.02' - 0 54 214.:';: S89'43 08"W 122.49 � G`ia C23 -.:..C22 . .- 47.87 . . v69.00 ;, .., . 69.00 ... . -,.:. ,-:69.00:,.. . ._: .-,. ,,...69.Op ,.,..._.. . ..., ,, . _ � 3 _ w ;,, � S89'44'59"W 530. 5' S89'44'59 106.94' \ East Azan Street ' - -- 1 o G > W w - W SY - w �^!. . - w - ML w w- w .. w. - w W - w w -.w \-w \ 1/ 15 - - - - - - 2 w 16 WIZ Y w N SS ss srs - ss ss- ss -I- s - ss ss ss1 - ss 5 --(; --t- s �-Ss ss s ss sG ss s - ss ss s SS ss ssI - -Is - ss ss ss s ss� � s s5 _ � _.. ,,.,._,::66.00 " .,..:�,._, . .,:,.66.00 - , ... .__t,.66.Op .,,:..:66.00 _ ;>..-. 66.00 :.... ., ._ 66.00 ..:.. .. _ . . 66.00. . . ..66.00 66.00 :,:. <-:i23.78'• �`i1 o \ S89'43'08"W 118:6T I ( / �S3o° 26 s s s U CSJ S cs F c2 x w>z� O v m h N C� 21.126 06°E ,�8BS CD W SttQ 16 (�/ O N N \\ B1o�k1 cV r S ` I I ' w W SOQU �O 00 2 3 4 5 6 7 8 W f 9 10 11 �-- 12 c N 13 14 15 9 I :'� � W �260Q � O °" O � O m � y I W I S89'43'08"W 136.28' o� w of N- J w Qf z O O to N \ ! N \ VI t0 Q o OSINGLE o o '" / \ - b c0 Iw � - 1 7 SERVICE v7 v 3 a N \� // \\ N z N W 25>' N00'15'Ot'W N00'15'Ot'W `�1\` J \ ,� 71.9 ' I wi 16.65' 47.00� / �16.63' 66.00' - 66.00'--- ---106.65'- 33.05' - Al - R - . _ - - - - - - - - - _ _ - - - - _ -N894308E 7.84' - - - - - - - . - - _ - _ . - o C) zN - . - - ry- 1 128 "" a IINo wII IIElf GI w I Subdvisi�n Of e1��ub�wisian � � fl I � � � I I I I e1Y� �,�bdiaision ,� � IJia� III III M NLaae1Y 30 29 � a � III wl I �� Notes Vicinity Map Curve Table o z L SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. " "' �' WIM! F '` o = I ems Y " a Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length 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 o Legend � - w2-1 g 3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT. - ` � � � C2 173.54 126.50 78.60 S39' 03' 03"W 160.25 C22 21.19 173.50 7.00 S86' 15' OS"W 27.17 PROPERTY BOUNDARY 4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT. '. NORTH ' � f .- w - € 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 5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. T "SNOT TO SCALE F` a �� a 1 ` z f 1 f 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 m LOT LINE 6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8. 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 = a 3 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 N - - - - 10' ADDITIONAL RIGHT-OF-WAY E r B. CONTOUR INTERVAL' 2 FOOT DATUM: NAVD 88 n ' L C7 56.02 55.00 58.36 N8O' 54' 44"E 53.63 C27 51.03 55.00 53.17 S84' 13' 46"W 49.22 w o 0 0 0 0 0 o EXISTING FENCE - .;;-: •-5 7�T`E `� '>. %3= " ;� ',4,x`,•T[�` - 9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. =� , PIOJeCt I �,=;`3 CS 30.38 55.00 31.65 N35' 54' 18"E 30.00 C28 30.11 55.00 31.36 S41' 5T 55'W 29.73 Q i -EEP EEP EEP EEP EEP- EXISTING EDGE OF PAVEMENT r '. 10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE x 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. i =- LOCa71On 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 r ,. , , CONSTRUCT 5' SIDEWALK PUBLIC ROADS: SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS _, . _ �, e Fr C11 70.20 55.00 73.13 S71' 57' 36"W pi 65.53 C31 24.98 20.50 69.82 Nt3' 29' 09"W 23.46 DEVELOPMENT. CONSTRUCT 6" VERTICAL CURB & GUTTER = a 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 FEMA MAP 16001C0165G, PANEL NOT PRINTED. ,>�s- �- �$f WIT { :+ fit-t - a u , - - - IRRIGATION PIPE ` �T ' �" ", ' <4' 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: S0530142050, S0530142200. M � x Ess Ess ESS--Ess Ess- �,' �.:' i ° : ,,, ' •^'- a "� C14 15.52 20.50 43.37 N68' 03' S0"E 15.15 C34 65.64 173.50 21.68 S10' 35' 15"W 65.25 EXISTING SANITARY SEWER MAIN LINE 14. OPEN SPACE IS CALCULATED AS: LOTS t, 2, 25, 29, AND 34, BLOCK 1; LOTS 1 AND 6, BLOCK 2. �€. x r r "> 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 15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS. CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC 16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION st ` C16 9.32 20.00 26.69 S76' 54' 27"E 9.23 SD-511, SEE DETAIL 3, SHEET 8 WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. _ C17 22.08 20.00 63.26 S31' 56' 11"E 20.98 q�U ew Ew Ew Ew Ew - EXISTING WATER MAIN LINE 17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10-FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC :'.. C18 31.44 20.00 90.06 N44' 43' 14"E 28.30 RIGHT-OF-WAYS. 2) A 5-FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND L # a o " 3) A 10-FOOT WIDE REAR YARD IRRIGATION EASEMENT. ____a = 4 C19 22.08 20.00 63.26 N31' 19' 12'E 20.98 z - w - w - w w - CONSTRUCT 8 C-900 PVC WATER MAIN LINE £ , g T rA 18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD). 7 I U o C20 9.36 20.00 26.80 N76' 20' 56"E 9.27 CONSTRUCT 1" DOUBLE WATER SERVICE v, p cn 19. DIRECT VEHICLE LOT ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE r,� ' �� � P Tr E w- � =�s`�,' �` * r�= F �'a •.-. w ws C 0� EXISTING UTILITY POLE ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN. R EXISTING GRAVITY IRRIGATION MANHOLE .. Land Use Calculations Underground Utility Note N Setback/Zoning Table DESCRIPTION AREA (AC) PERCENTAGE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED ¢ g FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. ORIGINAL PROPERTY 9.84 N/A THE SURVEYOR MAKES NO GUARANTEE THAT THE IR EXISTING GRAVITY IRRIGATION BOX Typical SO-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 UTIUTIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. NOT TO SCALE f'1 R PROJECT 9.73 100% THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE 49' Right-of-way MINIMUM LOT AREA - CORNER LOT 4,000 SF OW EXISTING WATER MANHOLE RESIDENTIAL LOTS 7.25 74.5% 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 o REAR YARD SETBACK 12 FEET THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM No z z o SS EXISTING SANITARY SEWER MANHOLE 1' 29' 1' COMMON DRIVE COMMON LOT 0.18 1.8% N o w 2� 2' INFORMATION AVAILABLE. THE SURVEYOR HAS NOT �, >z o � 2 5' 8' 2' 14 5 2' 8' 5' STREET SIDE YARD SETBACK 20 FEET NON-LANDSCAPED RIGHT-OF-WAY 1.06 10.9% PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. > m a z n`_ 14.5 INTERIOR SIDE YARD SETBACK 5 FEET DEVIATIONS MAY IXIST BETWEEN THE LOCATIONS SHOWN OW EXISTING WATER MANHOLE 50% BUFFER STRIP ALONG LOCUST GROVE 0.13 1.3% z� Y w o ?o 2.00% Minimum 2.00% Minimum--�- MAXIMUM BUILDING HEIGHT 35 FEET HEREON AND THEIR ACTUAL LOCATION(S). �= w a- LANDSCAPE STRIP (TBRC-?) 0.28 2.8% r a¢ aq m w o ¢r 6" FRONTAGEo o c=i a o MINIMUM STREET DN shed a re ate base 4 0 FEET n DRIVEWAYS IN LANDSCAPE STRIP 0.10 1.0% EXISTING FIRE HY DRANT 99 9 d-�i Concrete side alk per ACHD w P MINIMUM. LOT WIDTH - INTERIOR LOT 40 FEET course - n minimum 6• supplemental standard drawing SD-709. TOTAL OPEN SPACE AREA 1.01 thickness under sidewalk. Sub base - 12" of 6" 2 1/2" of asphaltic PP 9 MINIMUM LOT WIDTH - CORNER LOT 40 FEET SHEET N0: Base course a 6° .P concrete per LS.P.W.C' RESIDENTIAL LOTS 33 Owner/Applicant licant Crushed aggregate base minus per LS.P.W.C. section 805. EXISTING ZONE RUT pli course - 4" minimum section 801. 3/4" minus per I.S.P.W.C. 3" Rolled curb and gutter per ACHD OPEN SPACE AREA LOTS 4 TODD CAM BELL CONSTRUCTION, INC. thickness under curb. PP 9 section 802. supplemental drawing 8D-702. COMMON DRIVE LOT 1 PO BOX 140298 BOISE, ID. (208) 631-5052