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HomeMy WebLinkAbout78-02-SUP-G HAZEL PARK ATTACHMENT<AZ61 RA )qCQ RI Fou d Pi Nail rL ELM STREET 'Found 1/2" P.K. Nail To all parties interested in titie to premises' surveyed: I hereby certify that this is a true representation of an actual survey made on the ground per record description under my supervision Oct. 18, 1978 and Oct. 30, 1978 , that the easements shown are in accordance with existing records, and that no Found 112" Rebor I S89055i BLACK TOP 55.00, encroachments of a permanent nature exist on the 1 12'- surface of these premises. The storm drain shown 0 crossing the Westerly side of the premises has 0) 0 0 NT no recorded right of way on the premises. ~ 0 0 0 16, 1 d ul PARCEL :1 0 LLJ Z (n 0.62 ACRE 0 rO LAJ Iuj 0 0 0 0 a) 0 14) EXIST, EL TOP 12" 0 PIPE 2377.50' 0 0 Z THEORETICAL INVERT = 2376.30 0 Lj EXIST. EASEMENT FOR 0 0 10"Storm CONST. NEW MH ON EXIST. 12"LINE INTERMOUNTAIN GAS Co. cniu < Drain- 0 F.I. = 2.376.3 ebOT 0 LU Fd-\I\'J F.O. = 237,6.3 6 0 1Ld 3 "PlasticV O� 8 3 10. 5f- 4 6-4-- 6 �89055 45"E- 137.50 - 0 0' 18 0 18"Conc. Pipe C� 128' 10 1 Storm Inlet Qtc - 0 -10'--- Guy Anchor :1 Basi oi _0 55.00' 25' Existing CONST. 69-05 L.F. Precast NEW 8 P.V.C.SEWER 5 0 Conc. Parking Bumpern S = 0.0016 BLACK -fop 25 13' 0 > E 's' in C x I EConc. Fd. 1/2"Rebor < Fd 1/ 2 Re a r 6'� Conc- TIO N89055'45' W 15 0. 0 0' - Zo 0 PATIO U) ,Drop 83 10� 2 Box III 1 0 RCE _1� W 5 5'45" E 4 150.00 ' 10 N 89055'45"W E 9 Ti U at H 0' C; CONST. NEW MH Z ON EXIST 17 1 25.00 4 - 3 OD' ��80 ass F. 1. INVERT 2376.79 > Lu I E 8" CONC. L > - I F. F. 0. INVERT 2376.75 0 1 Co C 7z 4 aI -INV. ] nc Parking Bumpers Ch X ck - ' F.O. 11 2376. Sou 1000 74.0 en 13'- X CJ.-i GRAVEL /5.0' ll I CqNST 41.27 L.F. NEW 65' E 101 Q - 1-8 P.V.C.SEWER PHOPOSED BUILDING X. C . - -20 (j) w S= 0.0016 Existing Irr. Ditch 0 I.L. C\j _j _j 8 Wide 2.5'Deep re) Lo C5 Z W - i" u_ . c En 0 With 2.5I High Bank 0 ABANDON Bi REMOVE Z L) 0 81.5' 0 7' L.F. 12" CONC. PIPE Lu T. NEW MH U) 0 ca t CONS 4 0 En F.I. 1 2376.90 o 04 F5 < =Co 2376. 86 Z L) W F.D. INVERT 0 5- 0' 9 0, 0 100.0 C13 ' 15.0 0 o _u) `,EASEMENT Ri FOR CONST. NEW MH ON EXIST. EASEMENT R��_ 0 LINE - D FOR RELOCATED STORM 20 RELOCATED SEWER 20' DRAIN I\ Fl.= 2316.57' 1 137 12.5'F.O. = 2376.561 1 bar Fd. N 72041' /;�K 0L531 0. �180955'45It W 287.50 Fd 1/2"Rebor 3.00 5D_ SD so 3. 00 M. Pipe .6' 20, ?5 �6.40' Gutter 1 4' 25 Curb a Guer t 5 218 3� HAZEL STREET Outlet of 18"Tile Id''Conc.. Storm Drain cWt-c-hBo-sl10 -D=5.33 - J01 PIDe - 1 10 H. lo"Conc. Cross Drain T Baci of Curb V CONST. NEW---/ FO 2376. 62' Back of Curb MH CONST 45.2 L. F NEW 2" FL= 2378.12' F.O. INV. EL.- 2377.04 FI.= 2376.50' Ci CONC. STORM DRAIN CONN. TO EXIST MH F.O. = 2376. 48' S = 0.0012 I I U SCALE I"= 20' 4 �7A- A., ' Irm 14, 0 74 t rV, ii A ? 4. A LEGEND PROPERTY LINE CENTER LINE CONCRETE WALK CURB 8 GUTTER L FOUND 1 112" IRON PIPE O FOUND 1/2"P.K.NAIL • "77IT FOUND 1/2" Rebaftilli ;Me z 2"PLASTIC GAS PIPE PRECAST CONC.PARKING BUMPEF SEWER LINE EASEMENT LINE STORM DNAIN SETBACK LINE 10"CONC. STORM INLET IRR. DITCH 18" CONC. PIPE OUTLET OF 10" TILE GUY ANCHOR CATCH BASIN i ZONING IS II I U f- -sr e 9/ZZ /15'w HAZEL PARK DEVELOPMENT Storm and Sanitary Sewer Mod if is at i o i SURVEY FOR: Hazel Park, X0 Reg Wegner CALDWELL IDAHO BLAKLEY ENGINEERS, INC. CHARTERED CALDWELL PAYETTE EMMETT ONTARIO DATi 3 NOV 1978 DRAWi LCH CHECKED* I JOB Nall 100978 A I BOOK* 228 cu4--, c� - Tr" �F- /-l�� hdJe =as'/vr7 41,27' //? .7,// o-P �;pe = 195,47= a,6 0o/= �[ /-�:3 / �,o /" /-M7 17 koJG A"//Y�i>S 1 GL /i cq /;� /J7G-/7 C'o,-/C- Ju-,ie�l� ' GLS e 3 " lr ar/ Rio k' V ---2 Sa.17 ry se eV e-/oc�z`fio,� Q , uPsP2rr> /did{ — 23 77, d 4- �A 2375 . 6 4 00¢2 JJ�12j 78 i � �rrr/iri¢ /�ci7sr7'7urr7 t/7n/ f n = vL /�irl. SC�u/B!^ Jl'vzr�% lOo � a /��� = O , O ©/ 6 ✓�/ .�f Ch�k moss/`6 /e al,®rirnen t3- /3 3�- ,Vuv sewer — 7oa.s: � jo,Si Nt 11 7' _ �%,Y-%� — L..a✓ems i�r�cUici�n'� -'v1:1 �_,_�_ i Back of Curb CL ELM STREET Found 1/2" P.K. Nail to Dremises surveved: true representation of ground per record lion Oct. 18, 1978 esements shown are >rds, and that no nature exist on the storm drain shown f the premises has he premises. ,-Found 1/2" Rebar S89°55'45" T PARCEL 0.62 AC 251 4- NE COR, Found 1 1/2 Iron Pipe SW 1/4 NE 1/4 SE 1/4 - — ---------------- _ SEG-2& --- - Found 1/2"PK.Noil) %T.4N R.3 W B.M. O �ut.ter --- " V Found I/2 Rebar-, ( 1 N89°5545W 25.00' I I - 12'- O� OI rn 1 J Quo OI P. P. 0 137.50' o O 28 -20---- l0 I Guy Anchor 55_00 Existing Precast Precast Conc. Parking Bumpernr 131 BLACK TOP 25 O rd. 1/2"Re'oar c0 Fd_ 1/2" Rebar 2' `n N89a55.'4_5aW _ 150.00' ARCEL S 890 5 5'45" E 7__ --- 41 150.00' r .77 ACRE - '— ✓I 1 � T. P'B. t o r 1 71 p _r p Existing Precast Conc. Parking Bumpers U-) wI � 20' 5 5145" W 1 T • �� 2 8' 70' Inc �fo�m AFaIn -- ct--SD—tn� q, M.H.12 Pipe -16' M.H. 121 Pipe 1�5 D=6.40� 3 HAZEL STREET `Catch Basin 1 —10"Conc. Cross Droin I I , 20 287.50' 1141 25 Curb d Gutter i - Back of Curb 1371 201 - O O O N "I N I M r- 0 iz 0 W o O00 M � ml p of 0 'wi O a � U t- w w ,ct r r t 18' Conc. Pipe I I I 25' W z W i > 6Yi a Conc l .Drop M -i 3'- �Qx 65' I / Fd. I/2 Rebar 61 20 1 * Outlet of 18"Tile' SCALE I"= 20' LEGEND PROPERTY LVNE --- -- -- CENTER LINE ------ -- _-_ _-.____ CONCRETE WALK -- - - - - CURB a GUTTER LINE FOUND 1 1/2" IRON PiPI 0 FOUND 1/2" P.K. NAIL • FOUND 1/2" Rebar O MANHOLE 1211 PIPE -v C-6 6G G— 2"PLASTIC GAS PIPE PRECAST CONC.PARKING BUM SEWER LINE EASEMENT LINE - - --,'`-�D— STORM DRAIN --- SETBACK LINE -------- 1011CONC. STORM INLET -- IRR. DITCH 181' CONC. PIPE OUTLET OF 1011 TILE GUY ANCHOR C CATCH BASIN NOTE= ZONING IS R-3 z N 89055'4511W 25.00' z m a Existing Irr. Ditch 81 Wide 2.5'Deep With 2.51High Bank Survey -`or: R B„s 5ts�k_�* Reg Wegner k®V ; J 1979 CALDWELL IDAHO BLAKLEY ENGINEERS, INC. CHARTERED CALDWELL PAYETTE EMMETT ONTARIO DATES 3 NOV. 1978 DRAWN* LCH CHECKED* / JOB NOeSL1OOy78 BOOK• 22F j DANO BLUEPRINT & SUPPLE CO, INC. BOISE, IDAHO 7� l7 007-/R u i s w t3oi54- savoy e HORN AUDlrloh/ ISO mk,"I es W. C.aw a rd /9a3 5 R ;AAbDll So �(0 0� �re N�4a BLOCK ? r�5 e 1% 6° L� ' a' jas s C- 4 Sc e s� lu )rr19 �ll1s CD\gvjd EL M N��� r----- '" -'Lao C � Id ' L,awaG� uha y< 'll �a - $1atctd ,sda I 1 I �r i � a� l Q. - - 7aa✓ _. v Q I D . I �� A��p4a1G.5s.✓ i/D W 6ie.n, ( f 17 i ry � �lv /1 f Q,10 C. tir ✓Cdah A A-4 f ar C/�/ 1303 EI)15 83707.- v I '�1rs /yr Y�Mf'iE !Zf-PLAT ti r-75 6 ca -t 5 I �o �yaRD Ik P5 a/Qs 0 Y V.Yai id sa— I-,s �s �abOlaj0 1lL3 NAa6L Y, b.5lrvtj wad/ l3o r. q�y Cal w@l/ (j"ke pova-rs 6, ?W6),W3 /ix�6vl rnN 117E A-, 1 AS of - 'PART' OF t?LUGK 18 P•UNE�'K Sta3� 5_-, F S _ .. Lucliraw gW" ul/` 5c5Yaw t y�x sit E GSi jC tell sv<D 1, r o b, 4 so potarR?- v 005 M ,4rlr"S� o Cam/ 2 a Saws � PQ Bait yol Geld wall 130Gk 2 SCF`4 1 VACATED .we DORMANS LAKFVICW AVE? 1,- T v7 300' VC Iµ)Ty MA"' PAV vt 4taVK It 7loNG r s'AB VAT 6r Zb' 7c9 Dl��i •w.._ I FILE' 159 I I� r 9I r� .r'•r I r. r I, ri: i�' ? , e N C R Y_ a f3�Pa f r` i , yry rbh R4 s d v yy 55 99 YYee d Q `� I jj 11jw° t.fl v� � r ,r T - �.+ ,A i� .�ENX. f' Li 'n DEVELOPER: HI��EL PART: ASSOCIATES 11811 AVEIIUE �DA110 (A:DI,' 46 9PAIJO C3605 PROCESSIN(; AGE IT €YYCONSULT.ANT: I-1, & VAL J . ROTHSCH I LD `iIALLACE JOIll."ISO:11 SM'11� BUILDI;IG 010 NMI STREET BOISE, IDUO 53702 (208) 33E-7750 ARCHITECT: IILSMI CROWDER ARCHITECTS/PLAIMERS 6710 OVERLAND ROAD BOISE, IDAHO 83705 (208) 377-5500 PROJECT ;TOTES: 1) AVAILABLE UTILITIES A. SE'IER — Iil STREET 0 D. ;'DATER — I:1 STREET C. E'LECTRICAL — III STREET 2) ZOJING: MULTI —FAMILY 3) CEJERAL COiISTRUCTIO'i: LIGHT FRAME I;') LAU AREA: 35,500 SQ. FT. (.816 ACRES) DENSITY: I,n UNITS PER ACRE 0 PARKIIiG: k:? SPACES 7) PROJECT iiIX: Ir ONE BEDROOM HANDICAPPED C50 SQ. FT, EA. — 2,600 SQ. FT, 36 ONE BEDROOM 650 SQ. FT. EA. —2) SQ, FT. PUBLIC SPACE 7,SY' SQ, FT. EA. — iQ, FT. LOUNGES/CRAFTS 2,1E0 SQ, FT. EA. — 2,160 SQ, FT. TOTAL 35,970 SQ. FT. I,H.A # &N-133 II, M. ID05—HO20-036 Wilco Crowder Architects i5oI S 7a" '� �_vcpTiarl aF EXiaT, SF-WEiZ nn� iN 5 I - 17 "KING] 5P,4c-C:, E, H.G, L. H.G�I r2�pdOVE Ma{N EXIN sEw�z �_._ 1 i i Cz I aAT i o i 1 �M M :.� . ANv (5T OLnz?u z (''L 4t-4 , 1' Wilson Crowder Architects w (m ei Mint r ti 1-1 -------- -- A �A 2T 1 z 4, U 2 19 4- sa OIL- IR ?��M 1EMI an 1 sq. 6r I Ilk , Iklplr Wilson Crowder Architects m ------------------ li Ol i. i �4A N L N I -r , E5, 1T \A' TT Mr::Coq. gAA 14 11 rT rr a- tr T -A A LIN r7 c Wilson Crowder Architects I L}NIT %e�, �I kr 's I k• f!}� it "'.: l -t-----1 -4 e f 0 �z JiT. :d. .., As V / c Wilson Crowdei yYr p �yas�,FT "'YY hbnf nlw:V nb}Y �, ` SYv� ,a J:nr �z� ,(� � r.*d ,r,•` Q ,boa , 1 � '� h -.+x' ���� .�'�,,,, .. tl�s:; Y @' IN k k g�- e 6I{lM-x, k d�, 7" �� + y+k kia"t :k'SyS"�F,' t�, ' '!v'°'F 'h f !+ !11 v3'- , i x ri r At .... s "d tl t r e a �r�Q}*, tl six �'a 'F��� � k; 'Yf 3. ' '"� r d ✓ ,. 1 ^�, �y �'.-�,y��, J R�, ,fir"" .�f`k Fr hk � �� a pu *b ✓k v"in iq^t� , x� a ¢ q ds $1 xrf4� Yki1F:;lk"f` sfk" I. � 11 er S'tk. tt k pak R ■ yr s r n h All -1 ME , 1 aA i 21�mYM I V K qll d rs { •' Y Ri� �' � , ��},° r �t was, ^ JY. : Y� ��q✓, � � ;� "� �,;. Wilson Crowder Architects