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Home My WebLink AboutDRB140394 Plans Approvedu J,14 ON\1000, I 13 A -.-W. co iz4-14 72 71 I 0 0 cq cq to if)00 — to x CV) 0 0 M w.w < 0 t2 I Z 0 z 0 0 Z-' RAD I NG A N'' U---.-.:DR.A INAGE -PLAN* - CONNECT RET. WALL. SUBDRAIN TO PROPOSED INLET - RIM ELEV. - 19.50 INV 15.5 o ` RE'tAWiML: WAIL + eosr.a �• . Btli&otn RE'*44G WALT. T.O.W. EL 29,0 B.Q.W. ZE:•?! 2+4+0 1W NDS AREA DRAIN y. MODEL 1040 —BLACK l 2fl RIIV eEL = 20.0 6 zo BLDG 4 �. f � '�„ BUi�CD/NC OU7LlNE GENERAL. NOTES OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS TO GRADE OR CONSTRUCT IMPROVEMENTS OJT'=. PROPERTY LINM ' •fir :Y 4 THE CONTRACTOR SHALL CONFORM TO UPPER EAGLF VALLEY SANITATION DISTRICT � ^•., . SPECIFICATIONS FOR WATER ANO SEWER CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL DISTURBED AREAS WHICH ARE AFFECTED BY HIT OPERATIONS TO A CONDITION EQUAL. TO OR BETTER THAN BEFORE. ALPINE ENGINEERING„ M, ASSUMES NO RESPONSIMTY FOR UTILITY. IRRIGATION AND DRA114AOE FACRITY LOCATIONS. IT IS THE RESPONSIBILITY OF �•;, r ;= :' THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES. IRRIGATION �h AND DRAINAGE TACIUTIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE: ALL SHALLOW UTILITY INSTALLATIONS (GAS,, PHONE, ELECTRIM CTV) TITIN THE APPROPRIATE UTILITY COMPANIES. CONTRACTOR SHAH. BE REQUIRED TO PROVIDE SUITABLE EROSION CONTROL MEASURES W a TO PROTECT ADJACENT PROPERTY OWNERS AND GORE CREEK DURING CONSTRUCTION. ALL GRADES SHOWM ARE FINISH GRADE ELEVATIONS. °• -:• CONTACT CIVIL. E40NEER (926-3373) 404MAYMY IF GROUNDWATER IS s "" iu, }•�,,; vwYwlMlFwcn rYrahve. crvusrrlr�r_ ew. ..n� N • [. �► rte► """�. . IM t4f *4 r. i i r L>�:11f� 1 ..� ��'�'��' t�., �� i'�: ��%1. �! � �;�� CYC • r • r • : • i - L r \•*rte"__` � ..i/��""" ♦ �� L�` �;�'1 'Iil r � � �4 � ♦� t. 1 wx 1. ,J� • r•• j �� V��}� /P •I1 ..I Nv ` = ILII `� IMMANSWORAMER t ; t t, ��t.•, ,� ar • BUILDING OU77-INiE t1,1 r • \ r • ♦� � s � � 1 r • -i 1 • . s RM ..''" 103'07. :JUN 3: 199'Z ...---® DRAINAGE FLOW 35 Urex PROP. FLOW do GRADE Sheet Number .. ,.... 20 PROPOSED CONTOURS -2 SCALE I ar 20s -- --' •�a. EXISTING CONTOURS C--- M ;� olk tllly�,4�� i E 41Q � V V CE1vTERLPAE OF 20' WOE ACCESS EASEMENT APPROA MAYE LOCAflON (BOOK 572, PAGE 703) OF ELEa E'SMr ✓ ` � q BK. 574 P. 20 V V = V V� .o !! MILLRACE CONDOMINKIMS SUILDINCS 4,5,6 & 7 i t as STO11M WNEM! AOWEMENr - � \4 FO W REBAR ! CAP 71W WlW.SS COW. 1 (A:LEaBCE) .....----- 30' STREAM SETBACK LINE'... t0o wAR FLOW LAwr---"""" �R, �,a LOT 4 rt Q.Q39.- �` LOT 3 `pJ # 0.052 ac. */ ,� G C. E. CIL LDT 2` y''•.�% �.. 0.058 ac. LOT l f a 0.084 ac. o *��f r �� Z r r r''ry�) // ` r .'r •` gyp• /.' ,^ f ` �'. r'"^ t /� "t6. ,,• r r PEMMW WE T PAIN EASEMEN BK 361, p. 33J TRACT A 0.395 ac. 60- G. C. E. 0G.C.E. cl,�. 010, ri d d C&OCOLMIE OF GORE CREEX d r d t s r r r a" OF GOW CREEK (ALO LOCATED) woo` wrmw CORNER 30' STREAM SETBACK UNE 100 WAR FLOOD LUT PER COLORADO W47ER COWNSE'RYA71ON BOARD, CORE OWW F1O00PLMN / IWCVWAMN STUDY, PREPARED BY N}DRO-MAD LTD. ,AW 1973. EDGE OF' GORE GREEK (FIELD LOCATED) CENTEWM OF GORE CREEK EDGE u ' CREW (nCiO LOWED) r .-��— LEGEND 0 s to 20� p /i0s02 jON SCALE 1' = 20' 1-- fi• J� {}p1 � G. C. E. osewAL COMMON ELEMENT �-^ b � S� 5 6g Y01� • SET REgAR AND CAP LS Na 168M G�l ' * AFPROAL LOCATION+ OF EM71A412f61ENT AdREEAIETJf BK 577, P d" SK SDa P. 294 Z-BIGN RE TAF APH fi A iM1e�r1M1{Ya�N *~ sw"J R riw CURVE TABLE :M�,vrAt MAP to \ 'ONDOMINIUMS ` CUR 5 AN C A \ i 37. 36.9 21.26 36. 9 9 1 59V6'32' \ C2 37.50 t0.65 5.36 10.61 NM,32,56,w t 76 i C3 37� 4 N 04 \ 15.55 7:6 1 4 3' \ C5 37.50 14.42 7. 14. M75'38 20 06 61 4AT N67'it 0 i 5 07 31.34 16.14 8237 15.W 544'2141 2 30 \ LAND USE SUMMARY \ LOT 6 5XIII E FAMILY x094 AC LOT 1 SMIGLE FAUX 0.094 AC: • . .L4» \ LOT 7 1/2 Dwax LWT aOW Aa ".VP 13s°' `\ BOOK 556 AT PAGE 61$' LOT 3 ►/x Om" ovT 0.052 Ar- rLOT LOT4 14 DUPLEX UNIT 0.059 AC "4�, ♦� \ \\\` \� LOT 3 1/1 DUPLEX LWT a1D3 AC NA � TRACT A CENERPAL t:OAANON ELEMENT 0.595 AC LOT 6 \`�. ~. LAAIOSCAFING EASEMENT FOR EN[7POAGTMAENT W. 3Tp P 497 TOTAL 1.045 AC 0.094 s0. ` ��Fr sA> ac. i TR �� ' G.C.E. r0.. rz1�, TRACT A 41.2r �i \ )OM/NIUMS a 593 ac. 2 ' & 7 LOT 5 �� ~`• Z C3� 0.1OJ 00- cG.C.E. G.C.E. E 41Q � V V CE1vTERLPAE OF 20' WOE ACCESS EASEMENT APPROA MAYE LOCAflON (BOOK 572, PAGE 703) OF ELEa E'SMr ✓ ` � q BK. 574 P. 20 V V = V V� .o !! MILLRACE CONDOMINKIMS SUILDINCS 4,5,6 & 7 i t as STO11M WNEM! AOWEMENr - � \4 FO W REBAR ! CAP 71W WlW.SS COW. 1 (A:LEaBCE) .....----- 30' STREAM SETBACK LINE'... t0o wAR FLOW LAwr---"""" �R, �,a LOT 4 rt Q.Q39.- �` LOT 3 `pJ # 0.052 ac. */ ,� G C. E. CIL LDT 2` y''•.�% �.. 0.058 ac. LOT l f a 0.084 ac. o *��f r �� Z r r r''ry�) // ` r .'r •` gyp• /.' ,^ f ` �'. r'"^ t /� "t6. ,,• r r PEMMW WE T PAIN EASEMEN BK 361, p. 33J TRACT A 0.395 ac. 60- G. C. E. 0G.C.E. cl,�. 010, ri d d C&OCOLMIE OF GORE CREEX d r d t s r r r a" OF GOW CREEK (ALO LOCATED) woo` wrmw CORNER 30' STREAM SETBACK UNE 100 WAR FLOOD LUT PER COLORADO W47ER COWNSE'RYA71ON BOARD, CORE OWW F1O00PLMN / IWCVWAMN STUDY, PREPARED BY N}DRO-MAD LTD. ,AW 1973. EDGE OF' GORE GREEK (FIELD LOCATED) CENTEWM OF GORE CREEK EDGE u ' CREW (nCiO LOWED) r .-��— LEGEND 0 s to 20� p /i0s02 jON SCALE 1' = 20' 1-- fi• J� {}p1 � G. C. E. osewAL COMMON ELEMENT �-^ b � S� 5 6g Y01� • SET REgAR AND CAP LS Na 168M G�l ' * AFPROAL LOCATION+ OF EM71A412f61ENT AdREEAIETJf BK 577, P d" SK SDa P. 294 Z-BIGN RE TAF APH fi A iM1e�r1M1{Ya�N *~ sw"J R riw a r, -ow. 4�c fa, e,.' lz iz4;�-i;;> y J7 A14 *,r-- M_Zo,-I-t fiZe.-reo4y L IQ r -- luma D 1,55 S- I G N R EV I E8#1 MICAFF APPROVAL_ CL 0 C4 0 cq 00 (D W V) x '0 v� 00 0 CA < z 0 W LL 0 0 p ). Z rn OU) 1� t/4 I�a.�w f g�. a3 FA�I�I;+;o., a49 67�0�' a5D4 IM Nt. U. 00 DL cq, cq OD ED 0 U) X 0 m — 00 0 0) M o p z 0 w 0 LL LL 0 I" V) 0 <rn 0' z co CII 4* -o' 201-01 to,-ol % JUM IGAgAGE IREMP12'1 1991 2 SLOPE SLAB 1/4' PER FOOT UP 0 PROVIDE SWT IMFQW QLj�� VMTL PAN AT MEOW IMI - IJP12PI 7 '1 ROOM FLOOR AIR GRILL 3 EL 104' - 6 BELOW ENTRY STAIRS RE, M1.0 6X6 POST tDN L.". ON CONC 1 ILAWNQRY L--1 4pax* Q PIER 'T W riP Illy MUM rL 0. 0 3 11 1 . A& EL 105 e2, MEC14 NM $OFFIT 24 W/oi0EL 105 -0* y' 111 FLQ DRAIN TO GRAVEL 6 FILLED DRYWELL Mao - 4 4.1 9 112' •3 112' S,-5 5 112 s..7. 3..6. 3 P t 1 E LIN 4 SOFFIT 5s T — — — — — — — — — — — — 5 C4 CLG AT 8'-0" Z—SOFF I T 2 C4 (@. , I I Q I a 3'-2- 3 111' 3 112, 3 112• 3 li2* 2 lgpp up 19. 10* -3* 12*-& 1/2' x./fit! t EL LOO` -O' ct LOWER LVL IL x4*x8* CONC PAD V-11 112* F, E3U I LD I NG I — LOWER LVL PLA SCALE* 1/4* - 1'-0* o EF 5 1/2 ENJRX C6 WALL MOUNTED I STI VY IQPI 2 - VK= RAILING IQ/lS 16 OM 17 150"' -2— -i Is L I NE OF GARAGE BELOW — — — — — — — — — — — — -- _______i _.x0'. -C• V-0 iJ2' S. V-01 L L -0 1/2' L 2 3. 3.-f 4L 2. r ji�l I IR/Is UP 16'-8 112* 1 2 -11 s 112- 5 112* 12 JAT" , -7- 1PRMPLE C4 GENERAL NOTES I. ALL DIMENS ICNS -A M oc lu 110 LINE OF In k I I LIVING Itt 1 6 AL7MY) Y) _j 24'-0. 2 , JT�-LINE OF DECK A8V NI T F. L D. I NG I - ENTIR--,Y- -nirWVLN PLAN SCALF-i 11,4* MIGH 811ro-A-05IFF, A LILSIED0 3sD U fit H By ING Selz I ous I a I t WALL MOUNTED V40W RAILING 7M —Liq a = "C , Trig docwMw* Nd " dM and dovakmwaw two6N as so wdvwwo CA ppAMaonat avvim is 00 swhwaawcdFk*"L " t=gptz a--lh Date 5- it -jZ- ROWSed Sheet Number Al GENERAL N0Tf!5 ALI. 0IMENSjOt4jj..AQff'_PR0VI6*I3 TO SION J 5S1TRACTOR I.qN. INTENT #M ARE 6 1 TO toNoI NI T I ONS- AND - MATERI A AN METWODS USED. TO FIELD VERIFY 01MENSICN3 ANO -ANY MINIMLOA DIMENSIONS REW I RED By STATE! AND LOCAL CODES BEFORE 806INNING DISCR .-,-T146.VYOR1K. NOTWY ARC141TECT OF ANY SERIOUS EPANCIES. 2. VER IPY IBIREPLACE FRAMING WITH FIREPLACE NWNUFACTUREQ. UNE OF BUILT UP CEILING BEAM ABOVE JhL 24'-0' FOR PLAN OF TWIS AREA- SEE ENTRY LEVEL PLAN 10011 n]12' -Il 112' 6'-5 112- 12, ON 04 I TQWEN I TLU rip F 9w 14 4. 2 9. 112_ 3 ca j------------ --- -0 E L tiEL 120' 10 1 N I NG'12M 19 1 w LE LE 1 -1 STONE VENEER — RAISED STONE — 3 WEART14 AND C', MANTEL. Elly1up ME 1C W roe —f -'N 9.-5 112* 51-3 9/4* K 1112* 10-5 1/2* (DECK OVERALL) EO C-0 3. 4— 10-4 t12. 10.-2. UN I T I BU I LD I NG I UPPER L SCALE# 1/4' - 1* -0* —$*-6' jfk 112* !-1 FIXED SKYLIGWTS ABOVE - CENTERED ON STAIR WALL MOUNTED V40W RAILING \_3' WIGW KNEE WALL cil 5 112* is tU4 ..z ail K� i 1 31-5 112* L PLAN UNIT I— ro., A A I WO I ilk, I PAINT LOC SWT --MTL CWIMNEY CAP - PRIME AND PAINT WIND PROOF FLUE TERMINATION 8 REM 9331 N 37 FF APPRI6, BLDG .1 RT"= 0%.. - _1 t - Ard4seA. PO AlAoftft"Wod Itta dD*Aw1k and M 40" 4 6"" --p—Wd twoo.ava"mmoromol pm4n4ns wyce, * ** I A— -*"W WWr C.. kQMp*Xft,do- 'd. not 1*bsu"d,jn*t4%wi".. . *ww =_.*M"o.o1P,oWL %-t, AmoK Edw&,d A& Go" Ji ot Hw" Flyod Date 3-1-f RevWkk JUNE! 3.. 1992 Sheet Number LU ot JU tu Ard4seA. PO AlAoftft"Wod Itta dD*Aw1k and M 40" 4 6"" --p—Wd twoo.ava"mmoromol pm4n4ns wyce, * ** I A— -*"W WWr C.. kQMp*Xft,do- 'd. not 1*bsu"d,jn*t4%wi".. . *ww =_.*M"o.o1P,oWL %-t, AmoK Edw&,d A& Go" Ji ot Hw" Flyod Date 3-1-f RevWkk JUNE! 3.. 1992 Sheet Number INV owl 11117m11 sill Il��tlli I�Illl�l� I Lo— I . ►- . I m A 5`117�SM R 0-MYGERNk P'p P'gopx" I 0 0 0- N cq at (D ui — 03 x 0 0 m a < w it < p IL LL 0 z o 0 z tn. 0 0 FIXED SKYLIGWTS BEDROOM 6L 115"-0* GARAGE LEVEL EL 104'-6'*(6Ack6F GARAGE)- v WIN:) fx-,. ZI to4 TOP OF PAVER WALK—S' AT ENTRY Z 12 5 t/2F�;; 0 ;KESS STAINED CEDAR SPAKES - TYP CEDAR S I D I NG/Te IM CEDAR FASCIA/SOFFIT - TYP 12 5 t/2F�;; 0 ;KESS STAINED CEDAR SPAKES - TYP CEDAR S I D I NG/Te IM BUILDING I - NORTH ELEVATION SCALE, 118* - P-0* WIND PROOF FLUE TERMINMATION 4 PAINT LOK SWT MTL CEDAR FASCIA/SOFFIT - TYP CW I MNEY CAP - DOOR HEAD 0. IL 0 -3 PRIME AND PAINT s1lucco atz PAINTED STEEL 5 1/2 RAILING - TTP WIND HEAD WIND HEAD –51 PAINTED WOOD DOORS/ R.O. — WINDOWS - TYP Z 2X CEDAR TRIM zi -- — SIDING OVER 0 GARAGE OW12 DOOR HEAD EXPANSION JOINT IL IN STUCCO IL T,O, FOUNDATION WALL > BUILDING I - NORTH ELEVATION SCALE, 118* - P-0* WIND PROOF FLUE TERMINMATION 4 PAINT LOK SWT MTL T T —0 LOWER LEVEL EL. 100* -0* UNIT I BUILDING I SOUTH ELEVATION SCALE, 118' - 1* -0* E CW I MNEY CAP - PRIME AND PAINT s1lucco -----CEDAQ SIDING/TQIM---_____. W WIND WIND I) 5 1/2 SWT MTL FLASWI NG WI STUCCD rl WtEAC�)l HEAD HEAD P.TQQp_Q R.O.P I APr Q.O.a -I 2X CEDAR TRIM SIR 0 LEVEL r=L. TYP AT ALL WINDZv_;__x 0000 14EAD Now AND DOORS of z ENTRY LEVEL WIND WEAD T T —0 LOWER LEVEL EL. 100* -0* UNIT I BUILDING I SOUTH ELEVATION SCALE, 118' - 1* -0* E U JU 0 8: 0: iu.:, OCA=C WWI rRr. ftoC..d Pall fto "Aeoi= M to be u" in oftolb W in pvt V~ ft ou MAI*a~ d:iobpt L. Anvft EdxW M Gwall-W A. or H" pto Date 3- I? -9 RevWKk, JUNE 3,' 109*2 Sheet Number A210-0— s1lucco -----CEDAQ SIDING/TQIM---_____. W WIND WIND I) 5 1/2 WI rl WtEAC�)l HEAD HEAD P.TQQp_Q R.O.P I APr Q.O.a -I 2X CEDAR TRIM wil TYP AT ALL WINDZv_;__x AND DOORS 12 1/2 UPPER LEVEL UCcQ ge T$41S T WIND HEADTEMP -olo :1 R.O. 0 1 T WIND t4t:AD\ WIND P.O. STQ 000 ONLY a— 5.n&QQ AD 2.0. - ---. — 1 3: 4 —2X CEDAR TRIM 3:1 T IVAa GA f 0 I T Z wl TRY LEVEL EL 1 _TQ _ALIGN ION a. 0. WIND WEAO WIND WeAO P.O. P.O. i 6 – – – – _- -"– BOULDER QETAINAG E – RE, CIVIL - – – – – 0 LOWER LEVEL – – – – – – r -- – – – – – – – – – – – – – – – – – – – – – – – – – – EL 1001-0* INE LOF FOUNDATION WALL UNIT I UNIT I BU I LD I NG I WEST ELEVAT ION BUILDING I EAST ELEVATION SCALE, ita, i* -o* GENERAL NOTES, SCALrzo iis* 11-01 file IS AM N R APPRO 8,KAFF I ALL DIMENSIONS ARE PROVIDED TO SWON DESIGN INTENT AND -Aad SUBJECT -TO PICLO GON01TION3*AND MATERIALS AND M&TWOOS USED TRACTOR TO PIOLO VERIPY DIMENSIONS AND ANY MINIMUM DIMENSIONS REWIRED BYi3' STATE A140 LOCAL.i 9EFIXII! BEG I NN I NO TWE WORK.' t4OTIrM3RCSI4iTELT OF ANY SERIOUS U JU 0 8: 0: iu.:, OCA=C WWI rRr. ftoC..d Pall fto "Aeoi= M to be u" in oftolb W in pvt V~ ft ou MAI*a~ d:iobpt L. Anvft EdxW M Gwall-W A. or H" pto Date 3- I? -9 RevWKk, JUNE 3,' 109*2 Sheet Number A210-0— V o W W CD � UD W W 0 �2 a) w 0W 0 o� O Z W O 0 oUQ cn z o WW 0 o O LL < U U W J Q UL LL LL O W D LL =U z 1— Q rn Date Issued: 8-14-2014 Revised: A2.1 Revised Scale 3116" = 1'-0" o (DCD CD Co V) v m a) w X O O o LL < U O 00 F= u- O LL v OO rn rn z cn O o� d- Q Date Issued: 8-14-2014 Revised: A2.1 Revised Scale 3116" = 1'-0"