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<br /> A Geotechnical Investigation Report was prepared by Empire Laboratories, Inc. ci.
<br /> -
<br /> c 301 N. Howes Street, Fort CaLlins, Colorado, 80521. Project # 6342-86 a, i,
<br /> ,
<br /> ,
<br /> February 10 & 11, 1986, Indicates locations of soil borings on site plan - -1---
<br /> _
<br /> 1!
<br /> Recommended Paving Thicknesses: „ E
<br />[ - - • „ , , , ,
<br /> I
<br /> ''': ,:',;: :: • ' L(4."'..-L-:-.1J 7,1 ,I-
<br /> . -, 5• P, T1: L. k -i-
<br /> . ,...
<br /> ) Passenger Car Parking Q
<br /> . .
<br /> - ' - w. -_,
<br /> . -
<br /> ,_
<br /> , .
<br /> .-
<br />•
<br /> •, - , _,
<br /> .
<br /> _
<br /> •
<br /> Asphaltic Concrete 2 1/2 ,
<br /> Crushed Aggregate Base Course 5
<br /> ,/..„
<br /> Total Pavement Thickness '
<br /> , i..f% , , i , 1
<br /> I -
<br /> . .
<br /> 7 1/2 '
<br /> \ ,
<br /> 1.• ,
<br /> . . ,
<br /> ' .
<br /> N
<br /> 91209 LII,1 - .,,,,
<br /> ji, aN E06.r9. 0.11 efi,o, Lwe. E>vre,woso) V
<br /> , , Asphaltic Concrete 2
<br /> \' \ \'.., -
<br /> \ \ \ - ,
<br /> . . - \ Plant Mix Bituminous Base Course 2 1/2
<br /> .. i
<br /> Ct !
<br /> e)4.-rab.io-c7,,o) 1 ) = \ \
<br /> 1 1 I RE:SHT C-3
<br /> . ,
<br /> f•II/4- (1•11•Z) [ \ - ib+G CoHt2E/40,ER. \ X
<br /> • /2" REBAR 0 Total Pavement Thickness 4 1/2
<br /> . III >1.
<br /> co i
<br /> INSTALL 54 LF. OF CONC. CURB FROM 6" - 18" HEIGHT '
<br /> T • : \ „,,*110•3,$‘1 \ ,
<br /> li
<br /> 5/8" REBAR I
<br /> 6' H. CEDAR FENCE 6" H. CONC. CURB CONT.ALONG EAST PROP. LINE OF LOT 2 S 00 35' 53" E S \53, 66' REFER TO SHT. C-4 I ea
<br /> 2 W. SIDEWALIC CHASE 11•
<br /> Nonreinforced Concrete 5
<br /> DI ?
<br /> \ ,
<br /> . , \ -
<br /> irmimm7t MiralligiSiiiiiii.• ,- iiiiMMITHE: 7:-"NEEZEirgw-iii: ,. leiliar.r : mum- : ,- „Mriiiiiiiiiiiii ., ' - . . Mill Irri li - T\ • MH 40-3 53 ffirigiik
<br /> ;* . CEDAR FENCE 1
<br /> 4 '',ITANALIEESIERIEE • CL°-2 - - '- uk\ II a
<br /> \\''.....'......'...'........:' ‘
<br /> \
<br /> - Driveways & Truck Loading Areas .
<br /> I
<br /> - - _,b ; 4 "IA 11PIIIIIIIIMIIIIR11111111111111111111111111biiiiiiiiiiffililliMilliii.:1111Viiiiiiiilliiililiiiiliiiliiiirmaiiirduratill1111111111111111 • • - .1111111111111111.
<br /> ,...
<br /> 111 ,
<br /> CU ,
<br /> Asphaltic Concrete 2 .1/2
<br /> 1 . motnii 17:
<br /> • , `k •
<br /> 11 GAS;MET ••• - 2 STACKS . •
<br /> 1111 4STU" B01;&CAP- L '
<br /> 111 \ 8
<br /> H.TRASH -
<br /> NOTE EAST WALL OF E•ILDG.TO BE . . . 1 ROW.OF 6, 1 ROW OF 5 . •
<br /> NOTE: EAST WALL OF BLDG.TO BE
<br /> li . , ,
<br /> ' .
<br /> L-1E2 ,-, immirAi ; CLOSURE
<br /> 'Nil .
<br /> • PARALLEL TO EAST PROPERTY LINE • .
<br /> • • • • • • 111 , PARALLEL TO EAST PROPERTY LINE , , \
<br /> '
<br /> • .
<br /> • • 1111 - 10 1/2
<br /> 03
<br /> - 7 _ 1101=El • . • . , . . , . . . ,
<br /> 0 0 LT.f 4 • , • . . • ' • • • • - II N \ , 1 TCortuashledpaAvegmgerentgaTtehiBcaknseessCour7
<br /> NH
<br /> N !,"' 111113.P. ' -5.4. i:, • • - . . • •
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<br /> • • pm. ' ' \ Ili \ ) . . \ ,
<br /> 0
<br /> . •
<br /> Ira
<br /> Asphaltic Concrete 3 wa
<br /> _
<br /> • . • a .
<br /> \ TIP i U
<br /> . 1 e81,1-111] s • • -•
<br /> . _
<br /> 0 ic, 4'0" ' 1 -STORY RETAIL SHOPPING CENTER •
<br /> • . • •
<br /> Crushed Aggregate Base Course - 6
<br /> , .
<br /> s,o../------:.
<br /> 12V 1, ircy. •
<br /> 5461.5' • • • • • • 8 111 mm , S ' ,.
<br /> ..: •
<br /> ,, 9
<br /> g se • • sz,s-ii S•F.. F-Liz• AREA.' • . • • ,
<br /> • ' ' . .
<br /> El .
<br /> • •
<br /> \ , 0,9G. /11\01 SIR LIGHT Total Pavement Thickness ,
<br /> w2 2 i
<br /> , fo- r a- 4111-IMMITIP • .
<br /> . . . . : : : . .
<br /> . .
<br /> . .
<br /> . .
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<br /> \
<br /> LOT 3
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<br /> • lig 111 _ INvAL-14
<br /> \ 2
<br /> 181 1 01- - rEj!3redillill ELE• . M: RS '• • 2-STORY T.OWER AREA : • • • • • • • -151tICK. GE170Ntz ME
<br /> -1-1P• 32,672 S.F. 11. , 4. • 1 In 01 Asphal ti c Concrete -I t, !,.--
<br /> . • • • • • • INI _-nr,A41+er4a...,,Lig•e
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<br /> w .--IiiiIIIIIIA1.-.11111/111i • . .
<br /> \
<br /> = , i
<br /> \v,GH411.1l.INIL C.ATE4 A6I'MAL.:7 •-._ ‘A.'"..?tip 110.-' ' Plant Mix Bituminous Base Course 3 1/2
<br /> o ce :' .` • 6 • . I 481. • MI •• EU •• IEEU : Lid •• EIL : IKE •• Elm •• Eli •• EID : EIIJ •• EMI •• Eld3 1,1.°In - /
<br /> 2 3 l'- 4 50'4 ELEIM SFORMER 28y'0" - . Pr - ;`0-#13 -
<br /> 5\ 0 `
<br /> i Total Pavement Thickness
<br /> . ,
<br /> a. d • „ , . •. ,• • , . .
<br /> • IR . PROPOSED 1 \ (i TA v \ ' '\ . 2 , 7).
<br /> .h Nonreinforced Concrete 5 1/2 , CI
<br /> ErEi / . . ..• . • . • .-,- . , - . 0 , #
<br /> , 1 -STORY in 1
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<br /> . • . • DAYCARE N 1 .
<br /> TP.A '
<br /> .61' CENTER . z , , , , 0
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<br /> J 21 SIACES•960' = 1890"
<br /> ---(/ Co••'NZ.F•SNGE
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<br /> I : ED \ ‘11 1TO" ,, 11111, 1111. 11111 \ . \ \
<br /> '' NNN ''\''
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<br /> • \ WC SKACE o
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<br /> - 40k • _A0)PHALT F. FLR. ELEV. .4 5461.5' \ 4 fi
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<br /> S 00 35j3" E.172.86' 9,000 t.fc. Fa. ape,*
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<br /> --121r-Aigo.640. EL.E.61-I4E '...., t.
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<br /> z S 00 31' 13" E
<br /> __C4A5 METEIE E.17. 16 ,
<br /> 6 p....=-....., DASH LINE INDICATES al i
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<br /> p.• 7,
<br /> Ea 111. • •2.5.o01 • *X..' a N\\4k.4°P
<br /> ) (\ .: W . ,r. . . .II MI i 0 40. # f, • - •
<br /> MI \ FLOW UNE NOTE: Refer to Sheet C-2 for Site Drainage Information
<br /> CH = N 45 47' 02"W (35.47') * • *• .i? 440, 111111111111111111 X
<br /> R 1%614 titi WM ,,.. ‘11 0
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<br /> 03 8 8
<br /> • LI=90 22' 18"R = 55.00' EED Mom
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<br /> 11111111110 4.1111411111111H11.111111/1111111111111111111111111111111
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<br /> C.O. ..
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<br /> - LL.I , 6 0 . b N 00 35' 53"W 160.4-3'
<br /> 111
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<br /> cNi S 00 31' ELECT. PROJECT SIGN - TO MEET STREET ADDRESSES: d -
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<br /> ' sk _ _n__\_ -- --\-- • 4 4' iii s'o" sa'0'.., b'Po
<br /> 11,,up.30.00'
<br /> 4.1 ••• °4 1 \ l'Ir• s vxic • F, I,
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<br /> 4 ir TRANS. . • • t
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<br /> 4 _ 1.(.NO.CALLoSIGN ORDINANCES, ,
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<br /> 129" S 9'7" 951," ' .
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<br /> BLDG DESCRIPTION , ADDRESS
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<br /> ,: 4 T• T WI' • I-' ,
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<br /> °A, ./1 ‘100100
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<br /> t ' - (41. I , \‘, .tzt., ST I
<br /> III
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<br /> . . 0, BAIR• 0.›, IN •\ THIS SPACE ONLY" / VI CH = S 77 52' 31"W (42.08') A Convenience Store 300 S. McCaslin Blvd.
<br /> •
<br /> ...4 _ • I . N 00
<br /> ONE-WAY b I '4210111 w \ a - 1 40' 01" R .. 1446.43'
<br /> -
<br /> , 0.,,, \ WATER METER PIT -•...,„ A \ ...* ,
<br /> ...--...,,
<br /> mil
<br /> Z 36.60' I ASPHALT DRIVES & 444P4*: 0: L = 42.08' T= 21.04' B Auto Detail Shop 302 S. McCaslin Blvd. Arm"m""mar*, /
<br /> 6 , CC \ , •ARKING (TYPICAL • 111.4 '04,.. \ 4
<br /> \DRIVE
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<br /> Ili; • ,
<br /> • /
<br /> I \'"o \ SERVICE ' .01' ...- --- /
<br /> .....-
<br /> 1"WATER -- C Retail Shopping Center 310 thru 378 S. McCaslin Blvd. C.:
<br /> .#
<br /> • 12 GAS METERS - 2 STACKS ligi I LOT 2 I. ii . .
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<br /> , AS •--
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<br /> P. Ll-o" oll . ' PaL6 1-1.'''' ••• S 00 31' 13" E 325.12' I , .
<br /> (separate address for each tenant) i
<br /> 1 \
<br /> 1 ROW OF 6 EACH 0
<br /> I- i 122,285 S.F. 1
<br /> . .0,,.. . . . . . . . . . . . oi S 1 1.• ...'. la, D Daycare Center 380 S. McCaslin Blvd.
<br /> ./t 1
<br /> O. ' irtt
<br /> a 116. ...........r...---,-• . _ E Restaurant 390 S. McCaslin Blvd. ,
<br /> . •
<br /> 0110 ()
<br /> D.-
<br /> A= 01 00' 30"R= 1446.4.3' F Office Building 400 S. McCaslin Blvd.
<br /> SOIL TEST BORE LOCATIONS - 05 h ill I__k_
<br /> I 8
<br /> I _.- 'A Ab 4° / , I
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<br /> - ----7731 0.
<br /> ' 1 `1".1
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<br /> i i. .,4_ 11
<br /> L.. 25.46' 1= 12.73'
<br /> STREET ADDRESS(TYP) - EM 6 1_II_ m .
<br /> \ s....
<br /> / (separate suite numbers for each tenant)
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<br /> . •• 6 ; 2'W. CONC.TROUGH-l • • \ • i)
<br /> W • •.* • ''WALK 1111111"- 41.4t ADMINISTRATIVE APPROVAL 1 > [
<br /> ifilaSinittp
<br /> N • S T• ' '
<br /> , 5u 1111: ,_ I q 13 g N 00 31' 13"W 185.00'
<br /> o- 0 4 \ --Vila virmillalle111164 5,W.bohc.
<br /> 4.0 _ -
<br /> •
<br /> ASPHALT DRIVES &a , $1 • 4 \
<br /> ,
<br /> I• 5946-lcia Illwr'
<br /> SW.
<br /> 4401 FIAUT:U-E I K SI - 57"
<br /> =
<br /> III 1 .Li_ _i PARKING (TYPICAL1,, I 4:, 4 • al)
<br /> 1 . The two office buildings located bn the western edge of the site on
<br /> I iiti ,
<br /> I
<br /> L BAJI ___........\-- 05 .., talk w•
<br /> N 01 55' 18"• 50.45'
<br /> 0
<br /> '
<br /> 1 w .
<br /> • - I It •
<br /> .7 '-'
<br /> -
<br /> 6 . '
<br /> a
<br /> I 'r McCaslin Blvd . Are to be joined & constructed as a single structure .
<br /> .;
<br /> in • • ..1 \ digiNE R GAS METER 1 \ S NI .1
<br /> Wili 3 CH = S 81 48' 51"W (210.73') The increase in the total footprint is 4 , 112 „square feet .
<br /> IBENitii.C.14_,_MtLevis.: .T.504..:57r,
<br /> •. 1 11 - II -00- NOTE: EAST-WALL OF BLDG. TO BE ...„1` Ift
<br /> \\\ \: . The building footprint on lot 4 is to be reduced by 2100 square feet .
<br /> 111 ovb . 1
<br /> v
<br /> 11111111 z a- . . ii . , #15 PARALLEL TO EAST PROPERTY UNE 014 i-r- -
<br /> 164 1
<br /> • -N III STORM INLET • .,- -
<br /> ' I GRATE EL. 59.00 • r 111 1111- „ .
<br /> , .
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<br /> 1 111111111811
<br /> mmin. I • 1'6"W. CONC. DRAINAGE • ,L,.--DCIST. HOMART OFFICE 1 41-1 °
<br /> RE: SHEIE?- -- . •
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<br /> • I I . 1.LT El TROUGH
<br /> MEM CO
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<br /> MI . • • . 1
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<br /> ill 4111\
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<br /> 3 . Minor changes to the interior sidewalks will be made according to the I
<br /> I
<br /> ........4....eS C
<br /> 1 '17'0"3.rja ;13'0" 90'0" I NAI I
<br /> revised site plan.
<br /> ,, ',''''
<br /> ,4'0" 4'0'-; 700" Mil 17'0" 3013" 17'0" rity. 24'0". 19'0" 10'0" 0" II 19'0" • 24'0" 1 0', lit 0"I 0" 30'0" . , •
<br /> 1510" ______ ,
<br /> \ m-- 1 24'0" . •
<br /> ,
<br /> ACCESS EASEMENT •
<br /> •• REET LIGHT ,
<br /> ,,,_ ki. The trash enclosure for, the office building will be located per the . •, •
<br /> ANN, . . . . .lin" .•\
<br /> 1 11'43 • 4.. ' 1,, nrill : 1,11.9. • , , .
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<br /> oiz.,•• •
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<br /> • ;.. ../. 0- iPRsOPORSED _---,20 ti 12 0 (‘
<br /> cAu R:Ei 8D A2T:1 9., ,
<br /> 2 NI CH = S 80 16' 07"W (463.06')
<br /> CO
<br /> a
<br /> 1 .
<br /> , • . •
<br /> i
<br /> A . revised site plan.
<br /> / • ,.
<br /> Fire hydrant locations Will- be revised im accordance 'with t'he appro- MIME . ,
<br /> 11 LOT 4 •• EMI°
<br /> • ... RESTAURANT lit
<br /> 1 . • • - Elm mil . .
<br /> • • • I ' I 3 • --1:' II -,1^ . 61 6 1 E= 18.89' T = 234.56' I 51 C.)
<br /> , - • • \ • •
<br /> w.
<br /> • ° FIN. FUR. ELEV. = 5462.5' b
<br /> •ix • 39,811 S.F. I 0 3 j eit$
<br /> , 2
<br /> 1,_ ,‘,.„.,„ ... :„, . • f.• • 1 m 1 ift,,,
<br /> Will \ • -
<br /> - • 5' 09M1 ENT
<br /> VI val of the Fire Marshall as indicated on the revised site plan . ' !,'':' '
<br /> clerrIcAL . .
<br /> •Ealli
<br /> \ io• .
<br /> PriskeRtiot4 . 4.11IIIIIIINPUIIIIISUIF c,, I M,
<br /> ASPHALT DRIVES & • IMLITI •
<br /> \ 4* 03 . •
<br /> .111 Intl 01 • • PARKING (TYPICAL)u,) •• t., Ing .. ili im.pc, L.Ne I
<br /> ,
<br /> \ • 43 111 _ I 6 . Minor changes in the parking layout will be done as per the revised .
<br /> z • 25' UTIL. Efts:r,
<br /> I
<br /> , IR PROPOSED 18"WATER UNE
<br /> Si a - !
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<br /> b • 0 . 2 III . F.) I
<br /> I h \ ..ffi _ site plan. '
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<br /> S 00 58' 11" 176.51'
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<br /> ..... .....
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<br /> 1M
<br /> 7 . Landscaping will be modified on the Convenience Store lot , reducing (1)
<br /> r 11 63:11!-IN---.•.... b".. 1111111 t, 'v..", 1 111 1 I •• 1
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<br /> ‘,0".") Art. . All . . I 111
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<br /> 14•110 OD - ,‘,' .
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<br /> 79 \ Tip, 'cr •
<br /> i. m I 4.4
<br /> go 1111 ' i :
<br /> ik,"ser2vica owe WC RAMP ' 17.,„ \ • I v 16 • 1 IA i 6 I the width of the landscaped steip along McCaslin & adding a similar Im
<br /> amount of landscaping in the area of the Auto Service building . U . „ ' ,
<br /> ••
<br /> • -. gi iiii • 92 ft-- -e,L_Ca -----_, 1111111 1: \t immm 1
<br /> 1
<br /> '114)j li 8"WA'TER UNE W iii \ -
<br /> - 2 • Ill • 7,, I Et,IVet-oPE
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<br /> ,12 c'd. \• MI ) • 1
<br /> Subdivision : Centennial Center
<br /> . 1._
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<br /> Ma• t • -
<br /> 1111111111111101111111111111111111111111111101111111 'i ei - 1.1.1 ,
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<br /> nit 1re 7 - S•910 .P1* • • d In ,
<br /> SPAC:- •9 4" = 6310 4t4FH \ .
<br /> eq es'ted by : Centennial Center Partnership 0 0 ET
<br /> ii=MA= IIMM111113115MMINNIIMIIIMIN111111111111111•111•11 \ ' • : 1 •_
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<br /> 6'CLOSURE
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<br /> 0- - e GAS METER /3 ‘6
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<br /> III ELECT. METER 7..LT ANLIG\M\ ' OPF.DBMLD3e5 ad WC RAMP
<br /> III
<br /> 1.... rl
<br /> I 6' H.TRASH -- $ *-- > 1.. ••• ti . ,. .,.' , .,...,
<br /> ENw/CLco‘OreSURE
<br /> 9• '0 0" Rat- . 1....rt\
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<br /> • \ 1 H/C RAMP 0,1.! 1
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<br /> iivc.,31:::c4c•Eos.RA.mill "IT/
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<br /> 1117mmium41111111 1111 I • 11111111 • 1 1
<br /> pla B mill 1 s 00 31' 13" E 37.7§' ;3
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<br /> 143.00' .... [ , glomm nity Development ' .'
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<br /> 7, vrtigotp4p,alir).4.:7A..P'011 -
<br /> 217.93' I*.. III
<br /> .6._ • i•V
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<br /> 1 LOT 1 ••••• 11111. .1111 IIMIMP I/ INIMOION
<br /> 0
<br /> EL L
<br /> •ii j 1 ; • N 00 31' 13' 360.93'
<br /> '4 IN. (F.,. L•r)T..
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<br /> I 1 -STORY
<br /> 4) f, IN W b 7 / 2_,..,•,?,„,„, 0 c. ,
<br /> .3- H/C RAMP 55,367 S.F. • I' • • k RAMP 'VI 0 - t z„on--.:
<br /> cl,
<br /> .-A
<br /> ,
<br /> z I AUTO REPAIR
<br /> s 00 31' 13" E 30.00' ' WC RAMP _ _, II 1 W %- ' i , - • w ,
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<br /> ,,kc..,
<br /> '
<br /> SHOP y, : • • • • • • l• • • •
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<br /> ta I fs. ih wc RAM. Pii/0"\ i N 01117-13 W 3E60 - I IIII ial _.
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<br /> , 1J -- - - - -- - -------- --------------- -----
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<br /> (g.
<br /> \ F1N. FLR. ELEV. = 5462.5&I -
<br /> 1,11 * * I co . ill All
<br /> I 4,-742 s,F•-, PL..a. it,12.ei-• 79.
<br /> I\I It:: WATER SERVICE
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