HomeMy WebLinkAboutRevisions Requested by Plans Examiner 01.13.20174;___cirfield County
BUILDING PLAN SUBMITTAL
❑ New Application
Revisions Requested by Plans Examiner
❑ Information/Corrections requested by Inspector
❑ Revisions to approved plans. Building Permit #:
Contact Information
Owner's Name:
Job Address:
17/vfww9 Ili - f3ory"-u 6e va{(.ty Ap(�.
73746ht,a,7 g2
Phone:
Cell:
E-mail:
Permit Number (if applicable): 1,60- (1-10- 440t6
A/nota,d2. p ,4,c,s s,b r Uc/1 co9f-v.
(.) 549 `" 3e6
(* sit 9@
L N 11E EVER OF 0656101641 OR B05T16 CQDST106 oW, A`8 l
C.ONTALT AIYAI18;T AT (410) 47462
2 CLMIRALTGR10 FED MST ALL 511E OEMS COMM 1
D NBFAp6 MDR TO CO161RL011011
5. 1213111116 Mal GRACE ME 6843044. CAE 90.1.72 ER TAM
CUM SaWATION 1 171,0J110140T TO fA.5I0 .543475 IDT
SLAW FCRDBILIJTI@L VBR°T LCCATO 4 OF LIOBOO4210 MITT
LIES N =AL WAGE DEPARUEU9
4. PRASE 119PGRARY 6AAt6GAL81 O11EC MO OF PROIEcrioN
NiREINV TO FRONT ONHB' M00411. PROM? 4 6@EtAL
S EUL FROM KO ( DE TO ALL G0691lLI104 ACINT113.
5 COM
C0$ALL Barlerr,Ralti54PROPBCIYTORBN14
IMO ALL Rosa OF C01611451101.
6. C,OMIRAGIOR TO PAT01 ALL AR96 PM4A6® CR R@0VEO 011016
C016150G1IDIL
1. 141. 5051116 TREE TO WM NESE WED. ALL MEM POTLIOID
0105 CA61NcTIO41 SRL EE ITr4TZTATED. COOFONATE ALL FM
VIII LADY/ii RAS
6. FW46 6RAGE WEE A i0D4M OF 198 A4A1' fT4sH 50 XTLFT' FOR
MINE DRAMS. ST CNL FAR 9RA0415 RANI
4. ALL P10026 - To MIS:MAR% ow.
10. 185341E 511111C11RAL FOR ALL FOOT14 LOCATOR RITIFCR2116,1 1
L LCN11
21RIAG10R6NZ$gG6EFOR LOOR01441145 ALL UIIJIY 034g.11016
1 IMAMS OF FEDENAL51 TRA SIVOIS .
12 W$IRA T0R5 RZfOttaB FCR RIME MOTB05194740
OF EMIR OR 6111151111615 4 FOR MAW STATE 4 =AL P86415
B. REFR TO CM. DRAIIYfa FCR AL COMMCRO EE 1 URTTEti
14 REFER TO LMDSGAPE ORAMOS FOR All. 1TE 6 MANTIS * 6RE
511501415.c.
E. ELECTRICAL COMM=Rf5P151E11 FOROEIERAMO 4051116
H FLIIIOAL TRM15F0f6Et SGP 4 SMCE, AID C07,004A216 LDarai
OF 1R14&04 ,t W ILCAL BE0148CAL LR11IY COWA1T TO BRIE
LOGANN 5 ACCEPTABLE ills 941/41 EE WOW M EMMA.
CONTRACTORS SCOPE OF 704.
16. MIT COIRAOTO 6 1PSP09511# FOR Co00IN116 LOG 11045
OF IEIOCEPERAW MOT L1E4 W OMR ACTS OF 114 JC19
438916 SIT NOT 1.110110 TO, 91170A4E 119.A8666% L4PSCAF195
RA14E1555E I0_TA 61s 4 9411945 444..1A roo1148CA.184411111,08111125
MIA Rano 24 T7G
11. 117.11211124 MI5 S144L TE WALLED 114101314-0O, ROUTE TO DATU94t
OR0RM-000IOINTELOGTg4Wart 1 LAMCA E
O . AL P'1D WR c0041E SAS, FAT56, OR ORE! Wi0`.tAFf NE TO
SLOPEDAFRO OM551 1510 AMGIN CF U4' PSR 70 FOR FORME
DRAFASE,IU4O.
R SaIRIAGT4IR SALL 1611141. 4 GOOF:DOME LOCATIONS FOR AJ. PAC
SEERS ®AI ANT COMM, MAKI, 0t OTEt I411O5CJ414 FOR
RASSATi21131511a.k.p44 48.LR 0Tr4SR NORK
22 HAFT ALL CCL AP1211C15.RR4t516DPA11I5 NM AAOIIEOT.
51TE KEYED LE & V7
466ETAllai i®BC
LAIDCCM?E PLAN 7
IE1 TII35-11!rETATC�N �-�
FSIR. TO Li4EFINE"' V
1.0741E FLATICIMO.
617E PLAN KEYED NOTES'
OI lWA PNVBLt91S1BR EtRM6 A1D OEFAIS
OWDSUMERAI6FORFLAM 619IIHrA1111E5 ESiIDR5
MD OMR LNSSCAPE REM
O1.0041! MAUL, RA}P, OR PART SERA* A70 LE1A4S
Oc0041! VALLEY PARRS'. GIVE. EOR ALL MANSE ITEM
O Mgi0R1VP 5TS1A10151 ISAGG4.P 6SENATOR TOR GM. 4 I.
O 51114 4RTA1*5 KML f@5 GM-
<> PoGRFPAII( VENN ORD V( 011135, REF 0499:44
DAT
WIT TYP,14n 0IIGT1RAL FORFQI21.O i
OD
=OWL R211FIYI.1051,1126 RD CONEF0147146 ORDI6
WOOD LIMNS
NS
O4 TRASN BCiD91LE REF ARCOT:LAM 451R114FA-
® PAL= SWTYPE EAOI BURY ALM, SEE RMS.
IIEIKE RACK, 1YP, EACH ENTRY ALCOR, SE SAM
• 470Yi6RAL, BLE RAMS 143rM
® 91114VOVA1. SE TIP. DUALS.
® SABteIBFA 041F5 iM+
I.
• AiTNLT MOO LOT, DPNE 8 PM675 STALLS, ER GA.
OB A4 ottrve5oWn13.Fe.W.ATERAIEFT:WM3 COMTE
F7O, SO;F 5 4' ITL L0R68t 15144 MT 6.4.4.W51 OR CASTER
® FI01G TAli.5%CORM PRLE ZT MD 944URY NUI OMR
4'.M) NIDOI FEL, REF FLOOR RAS.
RULE GAR 046.4515 STATOLR mom 9DERADE COW.
r E+:TI0L F3 . aft FOR ALL DRAPOtE NSG
FRE REAMS MALL RBF CNL
MCOIOAKC CORM PROPBCTY Ma%
AL 4, EOLLOFR680F16TOBDOCWW2 K,CEi601B115tf RAMS
.=r
411 E Ka 54 1115
151E11, C011611
(910) 915-1111
GROUP
a r c hit acts
Som.
# DATE ISSUED FOR
11.04.16
PERMIT SET
OLU 11
ADD.. PERMIT RESP.
Construction
Issue Date:
Drawing nue
SITE
PLAN
Sheet 4h
AI.I
WINDOW LEGEND
1. 8150& IIe ALLMMH LIAR EnERJOR 8l70D FRA E, FAR( EPI DITTR10R
2. 84185066758.'841 FROM E ITEMOIt 988 FLJI6 Nil 11PVA17C443 FOR lL52.T10115. UHT 517E 4 ECRE55
57.0.!'4343115 ARE A5 DIIGATED oN Latta
3. 5110, (014019 STYLE, HALLOW PATTERN AND W1I4FA03U,91 TO 88 DE4FRH ED A5 SELECTED BY
6GJONER
4. VJF. ROUSH 01'4t5, YW 11HGKFFl, JAME DEPTH, AID 888541 GOI13110t& PRIOR TO 8445084
FABRICATION
5.
VFW( HARDWIRE OIAUIY, TYPE, F164U 4 01132A11011 WIN 60J04E .
6. WERE INDIVIDUAL MIDOG FILLED 70681118; 8A00064 CORM.
1. ALL OPH4ABLE 815066 TO RECEIVE 508331
5. HUSH, COLOR 4 TRIM 008014410110 4 NOT IMAM) ON TIKE STEM OR 1333413;E TO EE
UE1E 111'D BY &GAMER AND ARG81F0T.
9 UH.E55 011 845E NO1E32, ADJIST 4840141647 50 THAT FINISHED 1R114 MANGES EXTERIOR 000445
TRIM
10. 8488504 4)-F &TOR TO BE 35, CLASS TO BE LOWE
11. INSTALL AID FLASH PER MR RFA,, SEAL PER 2001 EGO 402.41.
12. )182044 HER. TO DETERMINE SAFETY CLAY PER CODE
13. 5E ELEVA110N5 FOR MOON 08841116 DIREG1504.
6ARFIELDC0.111UX4 .. _ _11013011F5.
12
14D
Alf ELEV T{ai = *;9X7LEGT
• 1111111
ANTETEVAnai, siuttee
11 Ihlii 61
Odrip
TAF. LEVIL3
111 1111 11111
9
4'-0'
200`12.4
-�° .I�imfolilmt incli
II
III; iy 164
-
'IIIIII1IIIIIIf i' II�I�
• ;:
I2LIA,$2___
151LICCO COLOR 12
STUCCO CC*GR K
IAF.CWLE.____
= --
BUILDING I: NORTH ELEVATION
IIA" = 1'4"
2,0! 2,0'
9
0
tt
J
Y'41NL/C/Y'I (..."1-1C1-/1/1._: DV11-1,1I'4L' 1
11351
TYR
IMF.
NT WE
011.
1401HAI619o16
woe
CLAMS
MGR
CRRAT811
11131113
NxH
WxIl
A
TBD.
I'-6" x 4'-0'
1
588 MAHE. 58805
TBD.
TBD.
.ASEU4f, LEFT RAM
-,
B
TBD-
4-0' x 4'-0'
39
588 MAIU'. SPEGS
TBD.
THD.
110IHZONTA1547064
FO56 FLuEO raw WAN
G
TBD.
4'-0' x 4-0'
41
SEE MAHF. 58805
TBD.
TBD.
HORIZONTAL SLIDER
94(35111011) HERE 5110841
D
TBD.
2-0' x 2'-0'
H
588 4 61LF. 5PEG5.
TBD.
TBD.
ABM*
E
TBD.
86' x 4'-0'
8
SE MANE SPECS.
TBD.
TBD.
CASEBif,RI611F MND
WINDOW SCHEDULE: BU I l-4) I NS 2
11114.44
744E
DANE
INT 56
VIII'.
804811069115
462.801
048854415
cam
AERATION
914414.
NXH
WxH
A
TBD.
I'6' x 4'-0'
1
SiE MAW. SPECS.
TBD.
TBD.
P,.A*B84T, LEFT 1884
-,
B
_
TBD.
4'-0' x 4'-0'
49
585446145.5355.
TBD.
TBD.
I147RI70NFAL SLIDER
i HATED 8481E 5110644
G
TBD.
4'-0' x 4'-0'
.46
SEE MAW. 58805.
TBD.
TBD.
HORIZONTAL SLIDER
1E4FE55. MAL® WERE 5140814
D
TBD.
2'-0'x2-0'
H
588 MAHF. 58805.
THD.
TBD.
•6411146
E
TBD.
,I,6' x 4,0'
T
585E MAW. 58805.
THD.
THD
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3511016 FOR ENTRY PLAZA 1
BAIGON7' Aw6E FTTFRIOR 89154E
OA BMAO - 3858 A
TAF. LEVH.3
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di1N1lllll 111i
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1141 &RADE RAE
805. BAH:FE NT LEVEL
4) nisi IOU
in A
MCTI015 FORT31RTi-'--�--------
aka:RY AILOvE some
AYIPAEE E)45n*5 &RADE RAE 15/84 O
BUILDING I: SOUTH ELEVATION
1 M TIE EVENT OF 084364084.. 064 5657148 CONI7MOIS DE6#411' GY.
CONTACT ARCHITECT AT (910) 925-1532
2 1;EF13*4YE STRIG1RAL FGR ALL F001H5 LOCATION5,REIFORC.E-81T 1
5478.
3. ME CODE PLANS FOR W411, R.00R AID 4.6346 AMEIBLY TYPE AND
CC45TRICTNNI
4. CONTRACTOR TO FELD 45EFY 515THK C044RI0Ib 4 D114B1510N5
PRIOR TO 6016180011065
5. ALL DOOR 1 4448509185886146 ARE TO CEHTERLIIE, 0110.
CONTRACTOR TO VBRIFY 5126, OVANTTTH3 4 LOCATIONS PRIOR TO
CROW* 4 16TALLNK.
6 ALL DIMENSIONS ARE WRNS* FZA}116 U110.
1. REMITS BELOW MADE ARE 3440144 CPRE 3+03085 88 POEN
DIRR4 EXCAVATION 4 084 4171041 NOT TO 1261IRD ELB8415 NOT
SLATED FOR DE4G1H045 143084 LOCATION O 54DPI4f0011D UNl11Y
LRB rU LOCAL SERVICE 3PARR4311'
D. PROVIDE 14108/P0'544810308 4 MIER FM'S OF FROIFLTION A5
1806697➢ TO PROIEGT ° RBRS' 8350444. PRMERTY, YORKERS, 4 6EERAL
MEIN FROM R1BRY PM TO ALL LO&11a0nON ALT1411IES.
9. COvE R 4 PROTECT ALL 83484817, HAN1RE5 4 PR583RT1 TO MAIN
044035611.9465808104513511044.AMS Of
10. CONTRACTOR TO PATO. ALL AREAS 048460885 ORRB4OV D 47844445
CO5TR1GTI0N
11. ALL 5051516 TREES TO RB4534 YBERE NOTED. 588 LA4ASCAFE PLAN
12 HMSO &RADE TO BE SLOPE ata ANY FROM STRICTURE TO P05.
GRAMME 585E CNA FOR MADIHE,
3. LA3D5GPFE 4 511E FEATLI8 5110814 @DILATE DE51644 CONCEPT
OAY. COORDINATE ALL ISMK rtl LAH75678 ARCHITECT DRA81455 OR
CML DOGA43415.
H. AI ROOF 1 HAIL P ETRATI06 MST BE COOR71RA7® 444
ARG8IEGT 4 6G. PPM TO INSTALLATION.
6. ,SIROOF 1 WNL PBE4RATC45 TO BE 0I516Rp7 1N LEAST
610013511384.0061104465051354145)8! ARCHITECT.
16. 471044515(1060050116138144.4+4.1146,9.65+445114465 4
1&TAIIATIONR60.14FEHEI(15 r✓ ARCHITECT 4 6G PRIOR TO 0806406 4
1N5TA16TION
11. 1144)064 T665 ARE 5459414 ON EXTERIOR 1.475671015.
9 COORDINATE A11. EOGXJ145 480545ARY NTH ADA, ANSI, ICC AD OBER
LODE 48(.RS8115. 01164 6066TR0TION COPC484T5, OR TRADES, PRIOR
TO R15TALLW6 WALL FITE415. ALL `.LB COMRPCTORS ARE TO COORDINATE
4GA71045 Of 4A0CKN5 YTTH 6BERAL CONTRACTOR
19. ALL ZETA_ R00F145 1 84581485 SHALL 85 INSTALLED TO AVOID 101.
GAME,' ANT '011_ CAH®' 8068116& SHALL 8ER9i.ACFD AT
CONTRACTORS LOST.
20. 0064404 45 TLE 4 W41ER WELD TO BE DETAILED AT ALL 5764471165
5E41 EAVE Os`:.4WYPEy AT AI VALLEYS 418584 ALL TET&
ROOF5, AND 01148 AREA5 644 6448 BY LOCA. 60V1344146 AUTHORITY.
21 ROOK 4%8(38085 SHAT NOT EE FDE1RAIEU. 588 BOOR BANS FOR
DROPPED 50FHT AND 66345100A110615. 588 LODE PLA& FOR ALL
A55@61Y TYPES AID FRS -STOP MbTMA710W
22 ALL ROOF145 4 6640 5 TO HAVE HEAT TAPE - 600485. LOGATI016
W ARCH A85 60. 581400681653547 ELEVATIONS FOR NM FEIGNS AID
OTHER *DAR 60Ef,
23. ALL 510'058) LONOZEIE 54KA4 A5 80115 FLOORS, 1841505 ARE FINISH
5084085. CONTRACTOR 912,11 PROIEGT ALL MEND COLRETE OARN6
6061R.C5ON F ANY OF TIE88 *EPS CET DAHMER CONTRACTOR TO
354.66E AT LONTRAGTOR5 0051.
24. 5LOPE PATIOS MAY FROM 51RIGTURE V4' PER V-17 441/64
25. AI3)85058) STEEL TO BE 0.EMLY HIDED 4 FINNED.
26 REFER TO 54485#3186441141)04l FOR 0 8 5 647.
21. REFER TO 51T£T A2. FOR 000R 564481E 4 DOOR 71115
25. UND 1114044 4 POOR MEAD, .U}6, 4 SIL DETAILS TO BE 1115TA18) PER
PFR13,1YGWD6 81815 NOT L5HTED TO, 505043551A1548580011445,
EXTB61016 PER FINISHES, LR ATTR 064341 4ETHOD.
ELEVATION KEYED NOTE
1471E RETAIL AND IVIVLE ALL PRODUCTS MATERL^L5, 4 RI
PER HT. RFD IN AIRBIEGT5, TO 180.185E BIT NOT LIMIT® T0:
865198115 8811370, FA5HRI6, 64M185540031146, PREFERi11644
SIESTRAIE, PR0TE0T8544 ETC.
O0211111101.8R026E VENT, TVP.
O 1'6' x I'-6' 6444E E5 VENT, TRIM 14/4x TRH FRO15DR45 WR
O"ATEIRASPHALT *DUE R0Cf1644115196MULL IN ALL
RL5l°EGTS PER IIR4E0.REF. ROCf PLA POR 931 MOW.
® 514185186 SEA14ETALR008, INSTALL IN ALL RESP60T5 PER WR
RFA.REF: ROOF PLAID FOR 942)1934G145.
<3 OMEL DOREP01T 4 FEAT TAPE 5Y51E6REF ROOF FLANS.
066 FITTED 4ETAL FASCIA, 4 FETA. SOFA 5(51454 BEdRIP64. OR 5116
O4x TRIM FROM 54015 MFR AT COR 3Z5, TOP, DOOR 1118509& 4
OHM 184911415064 885685, 0140.
O 55145 846' VERTICAL PATTEN, 'WPM OR 5441.
O BD0051E12 ROOF 4555,R P 5TR1L1LRAL
O WOO WED ROOF KICKER; REF, STR GILEAL
II 12.1 TRH FROM 510186188 AT BOTTOM 1E8811AT10N OF 51DI%
585731.
O 47 3)487 4L 4851041458 13TA15.
O 1400D BALCONY 5Y5TE4, REF: DETAILS.
H POOP 55160617( 88444 Rff, DETAILS AHD 51161GTURA.
066 0E490108 510060 017101.
511160 -MT PATINA ESTABLISH AT 11147041®68 A5 5440844.
O OVER VERTICAL OR 14OUZ04TAL .0187568H6RB) 13814£98
P8_VI018LY I513511FD J011415, IVP.
O RETA1NU65 WIJ, 588 511E 4 STR6NRAL PLANS.
O 42' 58604.402.5T5104106 TOP OF 4146386 YNLL,REF: DETAILS.
O LON'.REIE PATIO ON CRAVE
• f 111-FABRY.,ATLV 5135 STAIR 485 6A,NRDRA4 SYSTEM.
21 COICR:TE 4 MOO PRA}£ CORRIDOR YW.KYNY 8451134REF: PLANS
1 DETAILS
O LOIUI4REP: 535114AL
411 EImx St105
A1NN, (011111
(640) 9154111
GROUP
_ h 1 t e c i s
Seel
# DATE ISSUED FOR
11.04.16 PERMIT SET
1101.12.171 ADD_ PERMIT RESP.
r
Co,,U'oNon
issue Dalai
Ormhn 00
BUILDING I:
EXTERIOR ELEVATIONS
.tsus..T
A3.1
Tc X32' 1i 1 ill
►�'� � 1 11(11 O,
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16111 11111110
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non
WF. LH1LX2
TOF_GRADE LEVE
BUILDING 2: NORTH ELEVATION
Ai -2 ] ila =
111 V
41 II111111111111111
a1LiIii
55111055 FOR 134151 PLAZA 4
BALCONY ALCOVE EXTEGOR FRET
HEIGHT GALGJLAT!QNS:
RE5 ELEATIC %
FOR DOM HALMS PROM TOP OF BA`,B40V SLAB 10 TOP Cr ROOF MDHDRIF
= 41.763', 9151541T 40' HMI IBGIB = wawa- SLABS MST EE AT LEP6T 1.103'
HEIM BELOW AVERAGE MERE GRADE OR %FE SEE 911011/4 FOR 400.51416
MIME CORER EIEVATDRh.
INLP1DG t
POINT I=
POINT2 =
POINT 2 =
WO'
5,0461/1
5JT'T='
TOTAL = 2352452'
AvERAM EX5TN5 GRAPE, TOTAL DIVIDED BY 4 = S,0BIl3'
TOP OF GAMIER NAB = 5378332
BA5B ET4T SLAB 521E' %LON AVERAGE GRAPE RATE C.Q4PLINY.E 5 MET.
ILPPeR GRADE LEV9 EEL%MOOR = 5,0815621
PIA ME 2
POINT I=
POINT 2=
POINT 2 =
MR' 4=
5,0/425
5,01243
F,I L .
TOTAL = 29,4828
AVERAGE 5X15106 GRADE, TOTAL URD® BY 4 = 5370M
TOP OF EMBER SLAB =SRN 95573
BARNETT 51A8 5 20b8' 51011 AVHRA6E GRADE FINE, CONFLIPWIE 5 NET.
(UPPER GRADE LEVEL RIM ROOK = 5l8751329
WDFE,
PID -POINT, AM EAVE LIE HPIATI015 SION 444E TO TOP OF
%EATI0I6. IT 151,14c4 -011212D THAT 511.1411611351115 BE 114[.457 AT
COMMON GE FRAMES. Snn
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° n10�1111II1I
SAVE 43kA'ATTR31 -5,901' iv f �
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6i ia�Q 6i1ial i
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llIIIIIIIIIlIwII1
HOUR
!EV ME=
ia •6ilia. itia� ME 61
1-
AVHRA6E Eg5MN5 GRADE RALE 140101/41
n BUILDING 2: SOUTH ELEVATION
5E 5EC71015 FOR MIRY PLAZA 4
BALLON( ALCOVE EXTERIOR
L
4
I. N TIE 15514T OF D1B60MAL OR 5151R45 [00X11045 DI ATG(,
CONTACT ARCHITECT AT (970) 925-1632.
2 € 51R1GTLRAL FOR ALL FOON45 LOCA11655,YSJFGRLFFi141T 4
1. 510 GODS PLN[ FOR 544., R00R .454)151.165 455161/7 TYPES 4140
4. GONTRPLTOR TO FED VERIFY EMEIN5 00440(11015 4 051851055
MOR TO CONST13G15014
5 ALL DOOR 4 1040041 DIMENSIONS ARE TO CENTER1551, 5110.
CONTRACTOR 10 59111( SIZES, MARTITIE5 4 LOCA710N5 PRIOR TO
ORDER%6 1 RETAUJNS.
b. ALL 885151015 ARE TO 10 44 MAIMS URA.
1. EIB1B151 BROW GRADE ARE 541O% GAZE MOLD 131 TAK81
D IRE EXCAVATION 4 DB401.1101 NOT TO DLSTIF5 H.8Eif5 NOT
SLATED FOR D94011TI0R 5555( LOCATION OF REEPORO140 STIJTY
LRE, nV LOCAL SHRNGE DCPJiR{IT315.
B PROVIDE 153FORMY DAMN ADE` 4 OPER Fq5% OF PROTECTION A5
REat@4) TO PROTECT OVtEIS' PERSONAL PROPERTY, HOMES, 1 %TE M
REEL PROM MIRY DOE TO AL GOIST511110M ACTMIES.
Q CORRR 4 PROTECT AIL 5185441, FIXTURES 4 PROPERTY TO RETAIN
D LRIN6 ALL 144551 OF CO 511111 MT101A
10. CONTRACTOR TO PATCH ALL AREAS DMWi15 ORVEKTED ERRS
COt1TRIC710N
II. ALL 5X151145 TREE, TOMAH HERE NOTED. `1110 LA4O5GAFE PLN.
12 FTt1511 GRADE TO BE 911151 I% MIN MAY PROM 5T IG1LRE TO P05.
ORAINACE 514E CIVIL FOR 6RADNG.
l3. IN4051AFE 4 511E FEA1I SION 1171CATE GEM CONCEPT
OILY. C05I1021A11 AL HORK N LM17Y.APE ARCHITECT 17RAW4165 0R
CIVIL 001910405.
14. ALL ROOF 1 HAL PBEIRATIOTS MIST EE CGL" RENATE) 11/
ARCHITECT 4 61/. PRIOR TO INSTALLATION
1R. Al. ROOF 4 HALL FEEIRA11016 TO T£ GL11141651D IN LEAST
LE4R..LlR'B LOCATION A5 87451451511 AFLJUIEGT.
16. 4140041 0444*1-85G1151>:N TO 0004471015 5114ll01114, 5054515 4
15TA1 ATIONREGLII t8434P' IJ ARLINIFLT 4 6G PRIOR TO 0[x-15 4
INSTALLATION
11. 19140041 TA65 ARE MOM ON EXTERIOR ELEVATIONS.
15. C00101MTE ALL BLOCKING TELE 5405( NTH ADA 4451, ILC ANI OTTER
CODE145615&SR4 011EXCO4LSTRUG110N G0IPG58115, 0R 014055, PRIOR
TO 11STALLINS WALL 1141955. ALL 5 E CONTRACTORS ARE TO COORDINATE
LOCATIONS OF BLOCKING MIH 655141/ CONTRACTOR
M. ALL TETALR00115 4 FLA51NN6 54411 BE RSTA ED TO AVOID NOL
CAMIZSL.' ANY 5540144145 PORTIONS SHALL HE 1�LAG87 AT
(058/0-10161051.
20. CONMEOUS ICE 4 WATER WELD TO 5116551.LFfD AT ALL 5TA140145
SEAM Mit OVERHANGS, AT ALL VALLEYS 4 MEE R ALM FETAL
ROM -5, AM7 OBER /4EA5R52.11= BY LOCAL 6OYERI046 4114 51?.
21 FL.0OR ASSB'BLIES SHALL NOT DE RIMMED 53: FLUOR PLANS FOR
DROPP® SOFFIT AND 15616 LOCATIONS. 510 CODE PLANS FOR ALL
AMEIVLYY TYPE 447 FIRE -STOP 11100A1105
22 ALL R00(945 1 651155 TO HAVE TEAT TAPE - COMP.. LOCATIONS
TT/ ARCH AM 6C. PROOF PLAN A1413E/ATIC % FOR 5HOH F5015 A1D
OHM 5RILPRKLF 451'5651
23. ALL EXP0=65 CONCRETE SUMAS MI5, FLOORS, 1 PATIOS ARE 8051
SLRFACES. GOHFRALTOR SHALL PROTECT ALL FREED C050651E 1251114
0045TRLGTION IF ANY OF 1155 AREAS GET DAMMED, CONTRACTOR TO
REPLACE AT CONTRACTORS COST.
24. SLOPE PATIOS AWAY PROM 511411G111F V4' PERI 0 MN
25. ALL 101058) 51TEL TO BE MENU YELPED 1 94151®.
2b. RMER TO MEET A31 FOR %DOW 845840.
21. REFER TO HET A2.6 FOR DOOR %IEE0E 4 POCK TYPES.
25. 0110.41440041 4 DOOR LEAD, .14514, 4 SILL DETAILS TO EE I45TAI LED PM
I .PEC, ITEM% HIT 15 NOT LIMITED TO, FLAMING, WEATM3 145,
5X451540451 F$R 1114955, OR ATTACTIBRT %MOD.
ELEVATION KFYI D NOTES:
44016 RSTALL AHR HANDLE ALL PRODI.GTS, MAT5RIA1.5,1 10 5HES
FER 4111/5&4. IN All VERGE, TO INCLUDE 1317 NOT LIMITED T0.
F1S1B045 *11470, FLA5H4 5, I4AIMPROCFRIE, PREFERAI2O4,
5511141.18.51.011011044816.
O CONBNIOUS RIDER YEW, TYP.
O I'-6 x r-12' SAKE 840 \134T, TRIM II/4x PEI FROII 5395119P.
/;\
3 30 YEAR ASPHALT 5MNGLE ROOFING 5Y5T14, INSTALL H ALL
IESPW15 PER HEREO,R1 F ROOF PLAN FOR ROI PE1GN6.
O4 EMOTE RAH METAL ROOF, INSTALL IN ALL REFECTS PER Mit
REO,REF: ROOF PLM% FOR 9!01'1 FB4G116.
O MEEK VONEFOR 1 TEAT TAPE 5(5151510: ROM PLANS.
O RJIIED METAL FASCIA 1 FETAL SOFFIT 5Y5T8L FEMME OR SIM
O 461RIM PROM 5117065 tf12. AT 00154 5, TOP, DOOR MSPS 4
011511151-IINAT1OI 540655, 4144.
O 5IDR54416' 551110.AL PATTHai%MEE GR 511
OSI IMOD MED ROM MAHER! 515 401LRAL
O MOOD SHED ROT KIGKER WF: 5TRUG1BRAL
II 421 TRIM FROM SERE MT. AT BOTTOM IMITATION OF 510816
SYSTEM
O 42' 545481 NL SYSTEM, MEN DETAILS
WOO BAILOR( SYSTHI WP, DETAILS.
14 HOOD BA1G0141' BEA4112ff, DETAILS A140 51RLTLRAL
O (54'97OTIW5 STUCCO 5f51114.
518[(0 VONT PATTERN, 6TA121.I51 AT 11100h E06E5 A5 9O444.
O011515ERTICAL OR HORIZONTAL JOINTS CENE375.8 4051'44
RTEV10 .1' E5T/11.1•J1) J01N15, TIP.
• 1111151 k MYL, 50 51TE 4 5TWIGTURAL ALAS.
IB 42' GUARDRAIL SYSTEM ON TOP OF RETAIN% WNL, REF DETAILS.
O COWRIE PAHO ON GRADE
® P51-15f.1A1140 5158.501.411 0440 615+51 .405 505181
O CONCRETE 4 MOO SRAM CORRIDOR 44515341' 515 1[11151 PLNS
1 DETAILS.
® GOLUMIRM 51145111RAL
411 1 Nun k 205
AMPIR, 4611611
(110)80.1012
GROUP
arch 1 1 e 4 0 5
BUFFALO VALLEY APARTMENTS
GLENWOOD SPRINGS, CO
# DATE
AWED FOR
11.04.16
PERMIT SET
1
01.12.17
ADD.. PERMIT RESP.
D«,awcuen
Issue Dale:
Drawing TTtle:
BUILDING 2:
EXTERIOR ELEVATIONS
Sheet 5
A3.2
191Teclicirzol to br per k1u.T.GO, cadpacoht. ep.alffcaf 9d.
2 WTyue.. ng ldilty inpobonn hbeen e.tiim'e.d Co,beclor
rporotole W moraine. !orating ere IdiDlle., pelhe9np 3f
eeeey. Coon/nag .11, engineer for aaelpn alternadver N
control/ or. encountered Coate/doe r..ponrbra for cry and ab
S . ▪ C#bodox to cto istirVtroonnnot. e11 72 ith G9 C1 homeKier
digging.
al enp'I.err far
recommendations cencrmi19 bench lty.eery. end shoring.
4. Ca9kaat4X reepcnr0le to *Stain til necessary permit. and/or
approadr prior to bagtiahg conebUctlon
3. 909109 tee Flparottan 9 to.n any o19r19. 9.0 may ..ed to
be ermined. if 1e• can not be n,o9ro#sd nolle engineer for
e. Tio controdor shoe verify on SrrroiNyn, *Wade. and .Re
maddens mod starting work and roth 9w orchnect and
1. MMHer rmmeyeeey of any &screwed*..
7. MI orrieelone mw woof/lob between eeo various elements of the
working. drawing, end/or epecttkatten .1001 b. brought Ia 1h.
W 1.e5on of the oecht
and .1.4A -ow Wore procsedng with
9. ▪ TN convoc or One rose completely N. 1. nowt and
w
follow .9 recomm.rdone 09090. 9.#oo arwmaa tat all
recenrnendelfey fn tel. 1a !.part .9 A. enplrmented.
9. fl0Mlad a.car9Wn Shan he nect and w. 10 line with a9 loose
material and etnnding water removed from excavations.
r1]
4
LEGEND
DEMOLISH/REMOVE HARDSCAPE
DEMOLISH/REMOVE BUILDINGS
TRIM/REMOVE VEGETATION
l;
f
rf
872,3
•
\ .
1 ' I
I t .
n9091C 0191.
%arncaoc+el
war a..m..ni,..
ti
110 eweWre.Y
K
\
/
/
• eee
5870.1
peen 100801 w
bars below. \
all before you dig.
DATE
01/12/17
SCALE
1 ”=20'
ENGINEER
C. HALE
DNC FILE
BuffVal IeyDemo
,loin
554-001
SHEET
c1
1111101.1011
fIzcnooctor reewendfxbi t0 eaaNha1. locating W utIDiK
pothoY0 H neceeerne [m 811 72 hour* oder to 400,8
Canhootof romoaeble for ..3 ond of damage to welly Ii1M
2. Contractor nrpooIL1e 14 oblab d1 necessary permit. meter
rI prier w at ptmkq cone0uvlrrn
dtractor to word:win YMh gaaledlnkd enb1eer far
recommendations canoe/sing canoe/singtrend, ete5l11y, safety, and ehorIng.
4. 1/5111931 15 eeporat/m between my u 1117ee that may need to
be crowed I1 IV on mol be maktcled notify engineer Tor
olte<1101I1ss.
5. The following code* and .0Asone were used:
- ACJ Leading Cod. (Aa 318-00)
- Manual of gaol Corr1haeton (1110 Edition)
Is. The contractor 1004 hal dhnenelane, Newt/am and ee.
candMano bear* .fartIng .oak and no* 10. archke t and
.rgs0wr 1rnmedo 19 of oily diecrepanalw
7. A9 oml.lone and con5kt. twtwwn IT* Marlow .femme of Ore
wer*hrp drawtge and/or spethIcations w0 be brought to Ow
unarttleo of v,. OrchRoct and engineer before s a•rag .111,
IL ▪ The contract*. a1g11 mlew Wy to sobs rap11 and
r 00091raeom 1. � t0w baImple r all
9. Fkhhed evm0OM .11.9 he mot and tore One .011 a9 loose
material and standing voter rerreM.d from .90009509.
10. Concrete work shag combos to the romdremearom al AG 301.
epWllcolwwm for avuchral .onc..te for
- 100man .trekglk ro - 3500 psi at 25 dour.
- comp: 4• * *
» W.imum .starlI..molt roto. -./c .0.45.
- AY- 4.05 -7.01f
- 49709e19. pr AS1V 032. mpdmum r
No salmi *M9 he added on .Hs whkh rig Women slump to
gators 5'. Concrete to bo ml.ed per ASTI9 C84 mmdmum
1.mpervt,re hl *.niter. g0" T.
11. Cyon once to mw y fate. the Men operailen. Keep
concrete continvautly ,104* far at k * 7 dal.
=re* TAm .*tunny 15.44 In plan or on ar=approved
f$ place per ACl .londard 514.
13. Cement shell ha per ASTI1 0150. Typal, low dA.9.
14. Samna n4d doNgn le erch1.tf for mks by engineer 9
minimum of ene wed odor te fh0 contest* ddhwy. Ira
odnUOnas eart#lnl g chloride se1ts ore perm tied.
€5. Cenust* .h ll not Min contact with oMmfmrm.
10. n.b0frc d4frmed .1401, dy - 90 hi ASDS spec. AM15 grade
ff0. AA new Wed* t0 he mode cold.
17- 5e9d0rrbg In concrete pioced against earth .Ihout forme Is
Io ♦» .upporlod with approved nonmetallic chairs. or another
method approved ey the onfnemr.
15. IMYnum weer on mbar .hero concrete le cast against earth
1e 3 end 2' In other iocatan.
Know what's below.
Calf before you dig.
m
DAZE
01/12/17
1"=20'
ENGINEER
C. HALE
DAG FILE
BuffValleySite
JOe
554-001
SHEET
C2
Sand refer to be eonebueted per specification. of
G tv Irene
Spnn.o.
2 trade cont to M per Y.U.T..n one epplkobla egetMmlione.
npen. .a eyAb. 6eutfana he 1 been mariesSel. Controater
epornlbt' to cm-egoate locating of Dulles,, potholing ti
noclm..ry. Coordinate wilt.. •nepin. for Onion ottao.atl.tl' w
entrcta ore .neeyn..C .rend...r rnepe able for any and all
analog. to Wily brae. Celt 811 72 Neon odor to tagging.
4. Contractor ba coordinate end geWedtl.lcnl engin.r for
recolMH commend b.er. stsafely. end
shoring.
P. Erootan.wen lauPd itnENoi door *Season.
Coeboolor entry pipe .c and
mope. co Amon pie la
conetmergam Cwanoto .10t engineer for dwyn olpaaeflm lf
e 0[Mr seer gips to be INC SDP247 unto.. apaaiitally
�
noted o er.
7. rater pipe to be Owen. hon Pesaro de.. 52 tole..
ppeine*N noted atioreiee.
. Cantractar reOPoneda to ubretn dl noo...oy perms and/or
eponym!. peke to beginning oo ,lnlnlon.
0. YofrIset TO' 'operation b''trsso cry atlll4M Net meg n.od [a
W ora_od if 101 can not be m.oiltatiod notify engtnerr roe
allamathen
10. iho contractor shoot %wiry 07 d:merWen., daradoi. amen eile
cnnditkwe befar..terang rode end navy the architect and
engineer hnma+AOOOb' of eoeeryry d4Crepeneira
SI. NI pnl.aona recd wrdtiet. lobster. the various element. of
calends., nds., d Ne Corrge cclrllse1emd enamor Wormor epealneationoIde procemang brought the
ONO.
12. Tho ne 0080 atoll realm/ oomelet.fy the .Dile repot and
form.
r.cemm.r.daiior, 'a. report ea oil✓opIM9.ated.
13. FIrd.hoi em000tion elt.dl Se naet and too to line with ea
Immo mgtarid and standing oaten 'mood from aneaaliom.
le, FA.. to be erntailedn
am -stoats -we cammmdatkne end
. 4m c.ompeat.d per g.olochnkd onyklaerI .p.dNloationa
Know what's below.
Call before you dig.
Alh-
_ X587 3 to 10124. DOM
Baa aa.xl:palL
7 nae CPmI u.i i
. + ALINDOIT Rltalf aolamauL m•
lfpl aaoa ear =mom
�.
an am
ea
dm r ar r itiv
aa r sx w q
N
0)
E
L
co J
Q = J
a=
ICTSm
g
>
O
ca
z
m
a
DAM 01/12/17
SCALE 1"=20'
ENGINEER
C. HALE
011G FILE
BuffVaffey0esign
JOB 554-001
SHEET
C3
. roclor rwcn.bia to o.ordfnote Iroa11np off ol431.1a♦,
pothdng if n�.ccr..e.aary. Coe 011 72 hoan wler to
Contactor rwaf.i71u fcr my aid 41 damage to v y lY.ea
2. Mob -actor rerpoto0le la obtain 06 oirtercry pevnita end%r
oppro d pier to booker; ceetr.rctkn.
a Colts*, to co de wlvi g.otaehnkn en4k..r for
nforrnmandation. aancemkg bench .labtty. merely. cad *Serino.
•, ('00!01. 1E' ..parat0m Sol.se n my ulgftke the may need Sit
be ..meld- N !D' can sol be molotoVed net111 41010..r for
5. 111e foaowgg cc.1.. and odlOan. were .4541
- OC/ Oaken �• (ACI ala -est
- Manual d EWd Ceee1n1c0o... ab. &Rion)1
O . 15. contactor 'hap verify e0 drnerWem. ete-0110.e and site
coreetlme before earthy work end nary the architect and
collo.... Immediately of any tecarepandee
7. All 111Wlon. and ..01110t. b.trem IAa winau..1.mand a! 1.r.
.orPog droving., .nit/ .pe0Rea(.en. .boll be brought to th.
att.n10n of the .111Ke0 and anew Won. pmeneding .M
wort..
O . the mnhector Med rode. complete,. M. d
feriae 011 r000mm .dawm
n. ther. 0•41e11.1
meneed M
. 07
r.yrym6.,cit fn 0.e oohs, report exit be Im nted-
maWla 4 and 'Warp valor V0.15•1 Mel �r.mered from pea end nemtH"L to Ore 1f11 all 100.4
70. Conant. 'HA Oka rwdsRn 'M SM rcoa%r1.101N pf ACI 301.
e peclfIcaVme for 0OVC1We1 comfit. for bAiding.
- 1aNmum .ir.ln11. Yc - 3500 poi of 23 dere.
- Slump 4e * re
- unolonm water, Ment raE.1/a
- Nr-4-00 -'00
11.O••Oatc per ASAI 033..5000 m 1'
No *Oar Non 5. added en 017..rNoh all Ixreowe Nomp to
obey. 5'. Commis to be mimed per AST(' CO4 maximum
(corporator. In mice, OP O.
11. Caning .hal bmm4d70ry (ogee the r. . operation. Keep
ernScrre. w 1110..securey nwocely l held In or P1ooe o 7 onon outip
nemet.aapprowd
Mono
12. plc.• per ACI Mandan] 014.
13. Cement aha% be par A511f C150, Type. low elk...
74. Subm7 .Na d..yn to architect for mire by engineer a
mb.Nrsum o0 one n.44 ppr..yy..r 1. Orel concrete da wry. No
adml.tu.es cnnla:vnd aher1de eaea ars p.rmwad.
15. Camera Moe not be 1, confect rte. olul1num.
10. Reborm dero.m.d reed. N - 00 4L A51t1 epee- 5615 grad.
60. Ap mbar heed. to be mode cold.
17. 11010001719 A con4..rle placed eerily! earth without fon. 1.
to be aupparted w16. append non.neto1C[ choirs. or another
T46wd appo..d by the snor:.67.
O. 61001 11 court on rebcr when..,vont. M err! . 01.it .oih
1e 3e and 2' In .sur Vmagma
10. under a4 daum.lan0s..hal an7 .u1Noe 1al.aee 6506.9 be
tied and/or ...enacted to the .uhwrlee.l lw.nd0U0..51d/ar cede.
20. P rwwge .. a seNs =4 ng. to b' PVC .164,d. 40
or 5511-35 0N..e notedetthr.:ra
21. Mee to 56 heated per
t hMrN toS10r w. seorno 1 401 a one
ml. co mmp.tad per gee er
22. minimum pipe Nape oboe be Epi foe 4' and 1.00 for blit.
Know what's below.
CaII before you dig.
872.3
1
I
1010 R) 1115 1►�77 is ATh
11AT01 P5( MAW/ True 1e ttoPr-
a= 1rAmDn10 M TiNIP 147WY
19001 10 IM MIO 00 0141.
COMET 0111111E1 PDR MIN
Af. ERRA11MIa ■ IMI:J)1
�jy
Nomawahrot maw
re.a $P�lEi17' 11\t
immix airmPu'Pwy mom"'
LINTIMMOR MRS"
{ \l y1
\
w111L FOR /0951011
MI /1 w 006111
1/
;11
r• -
0014401 10 EOM PPE mum.
6g NCR 19S 10RL EUNA11A II6. 07. \
mime= 10 p0DIOIL Ala 14x1'
Br6*TAN PPM. to 0.67/001104.
O0ITSCT 90110INS FOR OMNI \
-,..t.1.11.10‘40101\-,..t.1.11.10‘40101N4
OY11101 V 1%01l17 \ . \ .
'.
MLT DEC 51 OWN
IRI 0.r two
EN 06-wrr 67.6x
!IIP . 0115-
/
\
41()\`
\\ "< ..\' .-
• '
i \, \\\\\\\ 1
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N \\ \wT swam w,
1
• ,,, \\\\\
\�N 'OIrt7E I've 76, -YR -.- / / f
, � \�,1\\1 l l 1.
#4-4.4k\F �('
\ • � \\\ \�\\\ gk2 \�\
1 \ \\\�\ ,\\ .\ \�\"\\\ \\\
ti 1\\\, \
\ c11ra9YLAglEmRw\k,\%\\ \\\ \\\\‘\k\\\,\ - \ :\,\..", eIm \
\\\.,\\\ 1,\` j'\ 1�1\\ % '`\1\7
\\\ \ \ \\\llt�\l a
k\% \ \1l\ 11 \ •
\t.
1 \\\\w1ra11lRe
' X',,'% k-
1 \\ �'�,\\ ` �\�, 111,
memo ler.
\\\ \�11 \� \ 1\ ,\\\r:
�\\�\\ 11,x\ \�
/ \ \\ 1 \\\`�\�\�
y1 \\\\ r
l\\\ ,; \\\\ \ \ \ -
t* \ .il \ 1\'\\ \:-. .___1111 -10 "ae'
r,
1
• meow pm
prorXIS I0
1 !I ROL 5.
,a a w 66750
a0I1[Y 0._ 0071.6
Pert sem r A40 w/L
art NEM w cola
10-01 1pL11 w 457 0418.
�1R OEFTR - torso
MET al011 V/ ORATE l
. 0)0 06 . 0711 - 72.54 ('
Seep r 72.04
Mfr EOM 5/ RIME
OM El.. t0
061111 .1150
0/75600
\
�I419 MILI.
*111 PDN 5/ ORATE
01140,_ 10
Nei N - oar - .LLD
ROPw112J0
/
/
no wore
Thur s
•
-��
5870.1
W
E
CU 0
Q .Ev J
o-
73. IF 4S
O° 11
y --
m
5
40
DATE 01/12/17
SCALE1 "=20'
ENGINEER
C. HALE
5013 FAL..
BuffValleyDesign
554-001
SHEET
C4
GENERAL NOTES: i 1+!!I I I
1. the erosion control meaeuree as shown schemd1Icdly on the pion &heats. Ria Contreras. Is , I + I
reeponalbte far placing the erasion control meanuea os rerlutred Is protect the It boon aroeivn I 1 1 i 1
and transportation of sediment from this elle The Qwner's representative and the Engineer may , I
require more or Isle erasion control measures
2. Erpown control meoeurec shall be pieced before conotrucilen begIne and/or placed ImmedIcI*y ! 1 i
altar disturbance. Construction aclMtle9 ahu 1I be ;hated to minimize hog eheonrre. Sddlrnent !1 / I I i t I f f
trapping practiced Mud he Fnetal. and etabillzed before mile grading er other construction to r r 1 I 1 r
initiated
3. A9 dt9Wrbed *rias ona &all otocketoa &hob be curie&& roughonad, mulched, a needed and �1 t1 1
mulched la protect from aroolvc farces if they hill remain &.paced and inectfve far periods longer / , t l tlf 1
thou fourteen (14) duya. err If sal will be &.posed during winter. eo ereelon w.f not occur during / / '`\\,,1 r
eying avow melt. O!nlurhed areas shall be mulched or needed and mulched within pavan (7) / ;
591
5900
Ile 0+52.60
FNA QEV:0601.75
lk3.00
LYCe 21.00
5890—
5880--
5570
586
t+ado
ROADWAY
HORZ: 1
VERT::. 1
= 10'
5,
2+00
lir Dpmom. aAwasa' Asa Auer
111
111
aL
5+0D
591
i
5890---
5880—
5870s
0
s
M. Sr—
K -
D>e•111 . r�Mrr.
IIABIEW MAINE CRAM to! >WI LirIIACUTAISEPLEISTE HO IP L
M Kam
1+00 2+00
6+00
UPPER , ARKING
HORZ: " = 10'
VERT: = 5'
1
GRADE 6FEM STA- 6f16.67
aEV - 5867.387 ..
rr
1
.nm OWE a a
MUM sand • CL-
8+00
b
7+ 00
5910 590001-
B
9
Ai
—5890
8
EMERGENCY ACCIESS
HORZ: 1" = 10'
VERT: -1" =-5
—5870
11860
870 5860`
53
6
8
860
cn
+� o
co a
Q 0
Q F.
a
o 0
• o
cc
m
U
J
- J
iimMa
N
i.
d
i
o
a
DATE
01/12/17
scmi
VARIES
DMMEER
C. HALE
DWG FILE
SuffValieyDes&gn
roe 554-001
SHEET
C6.1
4
4
0+00
5393.501
0+25
I
0+40.9
2
0+50 04
0+75
DIPOSED WALL AREA - 205 SF.
STRUCTURAL CONCRETE WALL
Hank 1' - 10'
VERT: 1' - 5'
* Concrete design by others. See Structural
Engineering drawings for concrete and steel details.
5388.50
5385.00 - -
I
5382.50 =I
5380,00
5377.5E
385 53771 301710 IT WALL
1
3+75
5375.00 {
0+2501296
00
0+448 G7em
1 5387.50
5303.7
EXPOSED WALL AREA - 330 SF.
STACKED ROCK WALL
0'+3'_3
5374.5T
-I
53728
5369.50
5367.00
0+33.45
HORZ
VERT: 1' - 5'
4
050
}
0+75
0+25
EXPOSED WALL AREA - 225 SF.
MSE WALL
538580
5382.50
5380.00
.0
5377.50
5375.00
0+50
2
0+83 Ivo
'374.50
5372,00
DEPOSED WALL AREA - 395 SF.
MSE WALL
I
0+75
Horiz 1'- 10'
VERT: 1' - 5'
5369
367.40
1+00
5378.00
5375,50
-I 5373.00
Des
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VERT:
5372.0
5369.50
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0+25
IMPOSED WALL AREA - 113 SF.
STRUCTURAL CONCRETE WALL
2
0+35
WALL
HOPI- 1' w 10'
* Concrete design by others. See Structural
Engineering draw0ngs for concrete and steel details.
0+50
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lam W 41367 52C7.6- 5367.00
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DO'OSED WALL. AREA ■ 140 SF.
MSE WALL
NORM 1' - 15'
VERT: 1' - 5'
140N ar equal
3' Minimum� I ---I
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STACKED ROCK WALL
NOT TO SCALE
VERTICAL FACES ARE OF THE EARTH RETAINED. RETAINING AND FOUNDATION
SYSTEMS ARE NOT SHOWDJACENT TO AND BELOW
FACE OF EARTH SHOWN. E EVATIONSANDLD AREECALCULATED FROM DESIGNED AND VERTCAL
EXISTING TOELEVATIONS TOPPAY VA YFOR FROM ACTUAL EITHER BY AND
ARIATIOOM S OFN CTUALBw}
TOPOGRAPHY, PER COORDINATION WITH ARCHITECT. OR BOTH, GEOTECHNICAL
ENGINEER SHALL BE CONSULTED PRIOR TO EXCAVATION AND WALL CONSTRUCTION.
ts
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5372,90 -
5370.7
5369.50
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5367 Bond OF VAL01
5367.00-
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DOSED WALL AREA - 110 SF.
STRUCTURAL CONCRETE WALL
2025 1' - 10'
VERT: 1'-5'
* Concrete design by others. See Structural
Engineering drawings for concrete and steel details.
2 MECHANICALLY STABILIZED EARTH (MSE) WALL
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DATE
01/12/17
SOME VARIES
MINER
C. HALE
0110 FIE
Wallfeve
108 554-001
C7
a` 5
20
4:2b
Pierce Arrow Ladder
Overall Length
Overall Widt1
Overall Body Height
Min Body Ground- Clearance
Track Width
Lock—to—lock time
Vax Steering Angle (Virtual)
16.
Glenwood Fire Ambulance
Overall Length
Overall Width
Overall Body Height
Min Body Ground Clearance
Track Width
Lock—to—lock time
Curb to Curb Turning Radius
41.500ft
10.000ft
12.154ft
1.935ft
7.155ft
4.00s
40.00°
25.000ft
8.167ft
9.236ft
1.291 ft
8.167ft
4.00s
37.000ft
0
NOT TAP 1d WO WW1 Ir.
WFlRADT]R m ?arm= APO %MY
MEAT OCIRMILICTICK
1t1F POR DEMI
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5870.1
0
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DATE
01/12/17
SCALE
1"=20'
ENGINEER
C. HALE
DWG FILE
BuffVall8y0esign
pa 554-001
SHEET
C9