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HomeMy WebLinkAboutDRB100367 PlansGENERAL NOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005 EDITION, AND PROJECT SPECIAL PROVISIONS; THE LATEST M &S STANDARDS; TOWN OF VAIL STANDARDS; AND THE PROJECT CONTRACT BID DOCUMENTS. B. THE EXISTING CONDITIONS INDICATED ON THESE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND FOR THE FIT OF ALL NEW CONSTRUCTION. C. THE CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY RULES AND REGULATIONS. ALL TRENCHES SHALL BE PROPERLY BRACED AND SHORED TO FURNISH SAFE WORKING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL ASSOCIATED WITH THE PROJECT AND THE GENERAL PUBLIC WHERE THE PROJECT IS WITHIN THE TOWN OF VAIL RIGHT —OF —WAY. SAFETY /CONSTRUCTION FENCING MUST BE PLACED ENTIRELY AROUND ANY OPEN EXCAVATION OR AREA DESIGNATED BY THE ENGINEER AT THE END OF EACH DAY. SAFETY /CONSTRUCTION FENCING SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. D. STATIONS, ELEVATIONS AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD. I F UNDERGROUND UTILITIES IS NOT E THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION 0 UNDERGR ND L GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS O AVOID DAMAGE THERETO. THE CONTRACTOR TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY T AV I G C A SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1- 800 -922 -1987 AT LEAST 2 DAYS NOT INCLUDING THE DAY OF NOTIFICATION PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL STRUCTURES AND EXCAVATIONS DURING CONSTRUCTION. G. THE EXISTING SITE IS IRRIGATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STOCKPILING EXISTING IRRIGATION SYSTEMS TO THE SATISFACTION OF THE OWNER. NEW IRRIGATION /LANDSCAPING DESIGN AND /OR EQUIPMENT MAY BE NECESSARY, AND WILL BE PROVIDED AND INSTALLED BY THE OWNER. THE CONTRACTOR SHALL COORDINATE HIS EFFORTS WITH THE OWNER, IRRIGATION AND /OR LANDSCAPING CONTRACTOR. COST FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. H. SEVERAL TREES EXIST IN THE VICINITY OF THE WALLS WHICH ARE TO REMAIN IN PLACE REFER TO THE PLANS FOR WHICH TREES ARE TO BE REMOVED. THE CONTRACTOR SHALL EXCERCISE CARE TO PRESERVE ALL TREES NOT DESIGNATED FOR REMOVAL. I. ITEM 202 — REMOVAL OF EXISTING WALL SHALL INCLUDE ALL MATERAILS AND WORKMANSHIP REQUIRED FOR REMOVAL OF EXISTING MODULAR BLOCK FACING, GEOSYNTHETIC FABRIC, LEVELING PAD AND BACKFILL AND ALL ASSOCIATED CLEARING AND GRUBBING TO THE LIMITS OF THE PROPOSED WALL CONSTRUCTION, AND REMOVING OR STOCKPILING EXISTING TOPSOIL AND VEGETATION AS DIRECTED BY THE OWNER. ALL NECESSARY COORDINATION AND RELOCATION OF AFFECTED UTILITIES IS ALSO INCLUDED IN THIS ITEM. J. ITEM 202 — REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE ALL MATERIALS ADN WORKMANSHIP TO REMOVE OR STOCKPILE AND RESET, AS DIRECTED BY THE OWNER, VARIOUS SITE FEATURES INCLUDING BUT NOT LIMITED TO FLAGSTONE PATH, PORTIONS OF EXISTING ASPHALT AND PLANTER BEDS. K. ITEM 504 — ROSETTA GRAVITY WALL AND ROSETTA MSE WALL SHALL INCLUDE ALL MATERIALS AND WORKMANSHIP REQUIRED TO CONSTRUCT ALL ASSOCIATED ITEMS, INCLUDING BUT NOT LIMITED TO FACING BLOCKS, STRUCTURE BACKFILL, GEOGRID AND STRAPS, AND DRAINAGE MATERIAL. PAY LIMITS SHALL FROM THE TOP OF WALL TO BOTTOM OF WALL, AS SHOWN ON THE PLANS. STRUCTURAL NOTES: A. DESIGN DATA: GRAVITY AND MSE RETAINING WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL CONCRETE MASONRY ASSOCIATION. STRUCTURAL DESIGN OF ANY INDIVIDUAL WALL ELEMENTS NOT COVERED IN THE FHWA MANUAL HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. REINFORCED CONCRETE; f ,c = 4500 PSI; REINFORCING STEEL; f Y = 60,400 PSI; STRUCTURAL STEEL: AASHTO M183 /ASTM A50 B. RETAINING WALL DESIGN IS BASED ON THE GEOTECHNICAL REPORT PREPARED BY GROUND ENGINEERING CONSULTANTS, INC. (JOB NUMBER 07- 3801). THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF THIS REPORT. F. ALL RETAINING WALL CONSTRUCTION ASSOCIATED WITH ROSETTA HARDSCAPES, LLC, SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. SOIL/ROCK TYPE FRICTION ANGLE I!! COHESION (PSF) UNIT WEIGHT ULTIMATE BOND GTH ! SAND /FILL E #7 1 HT POLE ISAND AND GRAVEL PR PO ED 202 REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS LS 5 -32 �Co—n D i t * t Last Modification Di Full Path- Drawing File Name: • Units: ENGLISH ,f O 7,F7 71 f a' 6 REVIEW Slab' PROJECT SITE MAP d I r I -70 -` n- . S FRONTAGE ROAD EAST : ::.• •r':.'.•:: TEE BOX I 0 7 LOCATION �.....�...,. e ::,. N.. !�. . - `.. APPROXIMATE AREA OF VAIL ::«•:::.:<:::..... :: >:':•:`: :•:::`:. GOLF CLUB BOUNDARY 1 tiff ::: • ;::a,,'y�. �'r,•.v _.•: CLUB HOUSE LOCATION f U RST NE SUNBURST D R VAIL VALLEY DRIVE r it SUMMARY OF STRUCTURE QUANTITIES CONTRACT CONTRACT UNIT TEE BOX ITEM NO. ITEM DESCRIPTION E #7 1 HT POLE PROP PR PO ED 202 REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS LS 1 202 REMOVAL OF EXISTING WALL SF 990 208 EROSION CONTROL LS 1 504 ROSETTA GRAVITY WALL SF 1061 504 ROSETTA GRAVITY WALL WITH STRUCTURE BACKFILL SF 406 504 ROSETTA MSE WALL SF 1452 607 FENCE WOOD RAILING (42 INCH) LF 184 a. 'ffi TI g6 "a�a� • s P" P ft N N E Rs '9 6 ABBREVIATIONS TABLE A OCIATTON OF ATE HIGHWAY AND T LINE E LARD END ECTION 1 HT POLE PROP PR PO ED T LEPHONE AASHTO TRANSPORTATION OFFICIALS CLEAR FF FINISH FLOOR FRONT FACE LT LEFT LIGHT PRV PRESSURE REDUCING VALVE / PRESSURE RELIEF VALVE TAN TANGENT ABAN ABANDON FCONC CLEAN OUT FG FINISH GRADE MAINT MAINTENANCE TBC TOP BACK OF CURB ABC AGGREGATE BASE COURSE COMMUNICATION FH FIRE HYDRANT MAS MASONRY PSF POUNDS PER SQUARE FOOT TEMP TEMPORARY ABUT ABUTMENT CONCRETE FL FLOW LINE MATL MATERIAL PSI I POUNDS PER SQUARE INCH TOC TOP OF CONCRETE Z TOP OF CURB ALT ALTERNATE CONSTI CONSTRUCTION FN FENCE MAX MAXIMUM PT POINT OF TANGENCY TOW TOP OF WALL AMT AMOUNT CONT CONTINUOUS AT(ON FPS IFEET PER SECOND MB MAIL BOX PVC POINT OF VERTICAL CURVE POLYVINYL CHLORIDE TYP TYPICAL APPROX APPROXIMATE CDR CORNER FT IFEET MECH I MECHANICAL UBC UNIFORM BUILDING CODE ASPH ASPHALT CP CONTROL POINT FTG FOOTING FITTING MFR MANUFACTURER PVMT PAVEMENT UE UNDERGROUND ELECTRICAL AMERICAN SOCIETY FOR TESTING AND CY tCUBIC YARDS G GAS MH MANHOLE QTY QUANTITY UNO UNLESS NOTED OTHERWISE ASTM IMATERIALS DEMO I DEMOLITION GA GAUGE MIN MINIMUM R RAD RADIUS VERT AVG AVERAGE DET DETAIL GAL GALLON MISC MISCELLANEOUS RCP REINFORCED CONCRETE PIPE W WATER AWWA AMERICAN WATER WORKS ASSOCIATION DIA DIAMETER GALV GALVANIZED MJ MECHANICAL JOINT RE REF REFERENCE w BF BACK FACE DIP DUCTILE IRON PIPE GND GROUND NA NOT APPLICABLE REINF REINFORCED D ING ME w a "SECTION BFV BUTTERFLY VALVE DWG DRAWING GPD GALLONS PER DAY NPT NATIONAL PIPE THREAD READ _ REQUIRED WWF FABRIC BLDG BUILDING EA EACH GPM GALLONS PER MINUTE NTS NOT TO SCALE ROW RIGHT OF WAY X BM BENCH MARK EF EACH FACE GRTG I GRATING NWL NORMAL WATER LINE RT RIGHT BMP BEST MANAGEMENT PRACTICE Ed EXPANSION JOINT GV I GATE VALVE OC ON CENTER SAN SANITARY BOC BACK OF CURB EL ELEV ELEVATION HCL I HORIZONTAL CONTROL LINE OD OUTSIDE DIAMETER SD I STORM DRAIN AT BOF BOTTOM OF FOOTING ELEC ELECTRICAL HMA HOT MIX ASPHALT OH OVERHEAD SF SQUARE FOOT CIP COMPLETE CAST IN PLACE BOW BACK OF WALK BOTTOM OF WALL ENGR ENGINEER HORIZ HORIZONTAL OHE OVERHEAD ELECTRIC SHT SHEET BRG BEARING EOP EDGE OF PAVEMENT HP HIGH POINT PC POINT OF CURVATURE SPA SPACING SPACES BS BACKSIGHT EOTW I EDGE OF TRAVELED WAY HVAC HEATING VENTILATION AIR CONDITIONING PEJF 1PREFORMED EXPANSION JOINT FILLER SPEC SPECIFICATION C &G CURB AND GUTTER EQ I EQUAL HWL HIGH WATER LINE PGL I PROFILE GRADE LINE STA STATION C C CENTER TO CENTER -EQUIP EQUIPMENT HWY HIGHWAY PI POINT OF INTERSECTION STD STANDARD CB CATCH BASIN EQUIV EQUIVALENT ID INSIDE DIAMETER PL PROPERTY LINE STL STEEL COLORADO DEPARTMENT OF ESMT EASEMENT INV INVERT PP POWER POLE STM STEAM N NORTH CDOT TRANSPORTATION EST ESTIMATE INV EL INVERT ELEVATION PREFAB PREFABRICATED SWMP STORM WATER MANAGEMENT PLAN S SOUTH CFS I CUBIT FEET PER SECOND EX EXISTING IRR IRRIGATION PRELIM PRELIMINARY SY SQUARE YARD E EAST CJ I CONSTRUCTION JOINT CONTROL JOINT I FD I I FOUNDATION DRAIN LF LINEAR FOOT PREP PREPARATION SYM I SYMMETRICAL W WEST q4. Y 029 — 07136 V01 G01f C{ub GENERAL NOTES No Revisions: & ESTIMATED {QUANTITIES Revised: ISSUED BY: LORIS AND ASSOCIATES, INC. Project No. 07136 Revised: Void: Sheet Subset: Subset Sheets: +► • ! a a Sheet Number: 01 COMPACT BACKFILL SOIL TO MIN. 95% DRY DENSITY. ASSUMED BACKFILL SOIL PROPERTIES OF 0 = 29, 7 = 125 PCF TO BE VERIFIED BY GEOTECHNICAL ENGINEER DURING CONSTRUCTION MAINTAIN 3" COVER BETWEEN GEOSYNTHETIC STRAP AND GEOGRID * ABRIC O * - * * _�O_ - - NON–WOVEN GETEXTILE F BE INSTALLED AT BACK OF WALL AND AROUND STRUCTURE BACKFILL 0" LONG MIRAGRID 2XT 0 V-611 8r, 4'-0" ABOVE BOW ELEVATION. ADJUST TOP MIRAGRID PLACEMENT TO MAINTAIN 12" MIN BELOW TOW ELEVATION. 0" LONG PARAWEB 30E STRAP EACH LIFT HOOK. LOOP STRAP AROUNI LIFT HOOKS PER DETAILS, 101 M III rokN I 3 MIN STRUCTURAL BACKFILL (CLASS 1 4"� PERFORATED DRAIN PIPE, SLOPE TO DRAIN A 17, CLASS B FILTER MATERIAL—'/ 4"0 PERFORATED DRAIN PIPE, - SLOPE TO DRAIN B )TYPICAL - ROSETTA MSE WALL 1 0 1 ORIGINAL SCALE: 914" = 1' -0" 1 11 0 1 ORIGINAL SCALE- ;4" = 1' -0" COMPUTER FILE INFORMATION SHEET REVISIONS Creation Date: 7/29/10 Initials: BAO Last Modification Date: Initials: Full Path: Drawing File Name: Acad Ver. 2007 Scale: AS NOTED Units: ENGLISH In AGGREGATE BASE COURSE (CLASS 6) Mw STONE BLOCKS MOVE EACH STONE FORWARD TO ENGAGE SHEAR KEY /-WALL CONTROL 14 LINE ............ 3 MIN N WX 0 LA and Aacift, Inc. 2W TrWI♦p DrW Ead Lfteft Oobmdo KIM 30&'",M'n wwLairbaricAswokilmmm X V V 0 AGGREGATE BASE COURSE (CLASS 6) 3 MIN 7�7 COMPACT BACKFILL SOIL TO MIN. 95% DRY`X" DENSITY. ASSUMED BACKFILL SOIL PROPERTIES OF 28% 7 = 125 PCF TO BE VERIFIED BY GEOTECHNICAL ENGINEER DURING CONSTRUCTION NON–WOVEN GEOTEXTILE FABRIC BE INSTALLED AT BACK OF WALL, AROUND FILTER MATERIAL AND AGGREGATE BASE COURSE CLASS B FILTER MATERIAL–,/"/ 4"0 PERFORATED DRAIN PIPE,— SLOPE TO DRAIN 10 i 11 0 1 1!1009 1 ORIGINAL SCALE: 1'_0„ F.000112 MOVE EACH STONE FORWARD TO ENGAGE 1 SHEAR KEY %WALL CONTROL LINE 3 MIN 029 - 07136 Vail Golf Club Project No• /Code TYPICAL SECTIONS & DETAILS No Revisions: SHEET 1 Revised-.- ISSUED BY: LORIS AND ASSOCIATES, INC. Project No. 07136 Revised. 02 Void: Sheet Subset: , Subset Sheets: Sheet Number: 1wwN Creation Date: 07/28/10 Last Modification D-ate:- - Drawing File Name: Ac•• Ver. 2007 Scale: Z OTEI #0 L 11 # Units: ENGLISH mat F;T#N*1l : 015 moo •: 0, , I R! # 81- 01 Posr SPACING (Ty') r•di nrtrrr I 12" TO I 24" TYP' SHEET REVISIONS ELEVATION MAIN - 0 r% ^ e, r--r-r R BLOCK 6" AND 12" BLOCKS 1ANIZED LIST HOOK PARAWEB STRAP ""' "'—'-r R ULUUM M-11 F.R. roW, W 01 OW, w -_NGE NOTES: WOOD PRODUCTS SHALL BE ACQ TREATED. RAIL SECTIONS SHORTER THAN 8' LONG RE AVAILABLE BY SPECIAL ORDER. TO 1,11 "AY V= '- • 0 4 0 , 0 , Is # • P 029 — 07136 Vail Golf Club TYPICAL SECTIONS & DETAILS No Revisions: SHEET 2 Revised: ISSUED BY: LORIS AND ASSOCIATES, INC. Project No. 07136 Revised: Void: Sheet Subset: Subset Sheets: Sheet Number: 03 LEGEND REMOVE TREE TEE BOX AREA ROUGH ------------ ------------ WOOD FENCE ASPHALT REMOVAL ­----------- — ------------ - - - ------- 0 BE REPLACED- --- - -------------- ----------- - --- - ----------------- FLAGSTONE REMOVAL — --------- -------- ------------- C .... . - ----------- . ......... ... --- Uj 1< --------------- ------------ .. .... ..... ........ F 8 2, — -------- .......... .............. --- — ---------- - ------------- ....... .. . .... . . .. .. ... ........... . ....... .................. — ------------- .. .. . . . ...... - - ------------ ------- ............. - -------- --------------- . ....... . - - — --------- ---------- - --------- ------------ f ------ -- ------ ------------ - ------ - --------- - ------ --------------- ------- - --- - ----- ---- ------------------- --- - ------ ------- -- - ------- --- — ---- — -------- ------ --- - ------- .... .. . ............. . ---------------- ........... ------------ . ............ ' %--------------- ---------- ---- — ---- - --------------- --------- ------ __00 -------- ---------- ............ .. ........... ------ - ------- -------------- - — ---------- - ---------- ------- - --------- --- - ----- - ------ MSE WALLS ------------ - --- - ------- -------- ------------- --------- \ - \ ___ - - " ":., � . --- I _�': --- __ ------------ --------- . . .......... — ----- ------- - ------- ---------- ..... ---TO BE-- OVED ------------ ---------- ------ - - — - - - — - - - - ---------- ----------- ------- - ----- - - --------- CONCRETE STRUCTURE L ----- --------- ----- --------- ----------- --- - --------- -------- TO REMAIN .. . .... ... ---------- ----------- - ----- ---- - ---------------- ----------- ----------- -------------- ------- ------------ --------------- -------- ----------- .......... ------------ ....... ............... --------- % ............... 2 ......... -- — ------------ ---------- --- ---- ... SIGN . ...... ....... - --------- ... . ....... TO REMAIN X— ------------ ELECTRIC MANHOLE .......... T --REMAIN ........................ ................ > ........... ............. ............ ---------- ... ---------- --- — -------- Le M 'E LVE -- - ----- SPRINKLER CONTROL VA .............. ...... .............. ............ . . . . . . . . . . . . . ............ ............. ...... ............................................ ........ ....... .......................... ......... . ... . ..................... ................ ......... ............... .......... .......... ........... .................... . ........... ........................ MSE ­WA .......... ..... . . . . . . . . . . .......... TO BE, REMOVED ......... .. . . ..... -------------- .................... .. 01 .............................. ............ ............ ...... ........... ... ..... ... .... ....... .................. ........... U., ................ . . . ....... .......... .......... ................... ................. ............... .......... ....... .... .... .. .......... . ............... ................ ............ ................ ......... . . . . . . . . . . qw� I lit ELECTRIC TRANSFORMER ... . . . ... . am* TO REMAIN .. . . . . . . . . meow ............. ... PRINKLER CONTROL VALVE *me ... . .... .. TO REMAIN WOW ......... MMAWN ww spop TO BE RELOCATED TIMBER WALL PROPERTY LINE TO REMAIN ........ .. TIMBER WALL ........... TO BE RELOCATED ESTAL N EXISTING HOUSE UTILITY PEDESTAL ....... TO REMAIN TO BE RELOCATED ................. I Ov B TEE BOX EXISTING SITE PLAN. JL ,ir 10 ORIGINAL SCALE: 1" 10' REAVIEW SET 2014H)II-02 CM UNCC TWO WORKING DAYS BEF-01tE YOU BIG 1-80"22-1987 534-6700 METRO DENVER AREA UTILITY NOTIFICATION CENTER OF COLORADO Vail Golf Club COMPUTER FILE INFORMATION SHEET REVISIONS 029 07136 Projecf No./Code LOOS an Associft, Inc. rou id TEE BOX #7 Creation Date: 07/29/2010 Initials: BAO EXISTING SITE PLAN ....... ... Initials: s La t Modification Date: No Revisions: -A 2686 Traliddge Drtw Eat I I . ISSUED BY: LORIS AND ASSOCIATES, INC. Full Path: e.0 yift 0ockrado Revised. X r-roject No. Drawing File Name: 303.4442073 07136 Revised: ...... MWN OF vlffll� www.LofbandA&xx*ft&wm % ­--------­- 1! 04 Acad Ver. 2007 Scale: AS NOTED Units: ENGLILHL]=j LLI "i , Void: [Sheet Subset: Subset Sheets: Sheet Number: � f k x 8 - � -_-' .-.. , U LLJ � __--_ _------ 8 -- ---- ``-`' ' - --- - - - - n� ` ------------ -----__~ ---- �— 184-UF ------- --------------- __ '.--'--------------- --_-'___-- -'----- ------- --__ — _--_____ . ' op Lt- top TEEBOX 0 000 COMPUTER FILE INFORMATION Creation Date: 2008-07-14 Initials: BKS Last Modification Date: 2008-07-25 Initials: CAF Full Path: Drawing File Name: -Acad Ver. 2007 Scale: AS NOTED Units: ENGLISH SHEET REVISIONS / rmuru3L[} z)i i L rLAi,4 0 o k v ORIGINAL SCALE: ! |u m Lab and �ift Inc. ----------- ------------ - ------------- - ------ - --- - --- '---____-- �-----.-'___- --____. _ --------- ------------ ----_-`--__-_ �__---- __-__- ww~---`- ------ _______ --- ---------'-- --__--_ _-_---- _'--__ '--'__'__-_'__� --__-'__ ___-_-_--_ -'-'___ -__-____----_- "~ ~..=`�,° 2,= SLOPE­- __--__- -- '_-_-__��_-_'__-- __ '-__---- '--- --_-__--- _ _'__ WALL #2 APPROXIMATE LIMITS OF DISTURBANCE 029 — 07136 No Revisions: REVIEW SEAT �����W��x� 0-08-02 LEGEND � " � ~ � ° � " � ~ PLANTER BOX AREA ROUGH/ TWO WORKING DAYS BEFORE YOU DIG ���VIETRO, DENVER AREA UTILITY NOTIFICATION CENTER mCOLORADO ibeet Number: U o U ----------- ------------ - ------------- - ------ - --- - --- '---____-- �-----.-'___- --____. _ --------- ------------ ----_-`--__-_ �__---- __-__- ww~---`- ------ _______ --- ---------'-- --__--_ _-_---- _'--__ '--'__'__-_'__� --__-'__ ___-_-_--_ -'-'___ -__-____----_- "~ ~..=`�,° 2,= SLOPE­- __--__- -- '_-_-__��_-_'__-- __ '-__---- '--- --_-__--- _ _'__ WALL #2 APPROXIMATE LIMITS OF DISTURBANCE 029 — 07136 No Revisions: REVIEW SEAT �����W��x� 0-08-02 LEGEND � " � ~ � ° � " � ~ PLANTER BOX AREA ROUGH/ TWO WORKING DAYS BEFORE YOU DIG ���VIETRO, DENVER AREA UTILITY NOTIFICATION CENTER mCOLORADO ibeet Number: �$ MAMMISIN u4=1114 Creation Date: Initials: Last Modification Date: Initials: Full Path: Drawing File Name: ' •• Ver. 2007 • NOTED Units: ENGLISH BAO C� O O O O WALL-11 I I HCL LINE ♦ CURVE TABLE « f i`! • ' i ! • 1 mmm I� LENGTH RADIUS BEARING ! 1' FASTING 1 # 30.00' # 36 "41'35" ■ •4' '•: I I■ ■ II■ 2759083 .06 • MM E 1659807.70 E 2759090.18 ! : • iii II 1 i • j I • • : B 1659807.70 B 2759090.18 '! • ! • ! i ! fit all E 1659812.14 E 2759097.26 L303 4.69' • li S67'44'04"W : E 1659865.90 E 2759239.97 1659817.67 L304 20.73' :ll 2 'I li 1I : 1659817.67 S 2759139.64 E 1659817.80 E 2759141.16 # ; N8T32'46"E ■ B 16 !'• it ■ I i 2759141,16 1659821.17 2759219.80 ! It II 1 I I ■I n ! 2759188.13 ■ • • • 1 •i III I N63'59 9"E ■ I � I w 1659823.17 i 2759227.72 1659856.18 E 2759295.37 I ■I 1659852.50 E 2759306. #• kylynalwin • HCL LINE CURVE TABLE « f i`M • ' i ! • 1 mmm ITEM LENGTH RADIUS BEARIN ! 1' FASTING 0301 19.21' 30.00' N45'49'08"W 36 "41'35" • B 2759286.16 • MM E 1659822.59 E 2759244.60 C302 33.65' 400.00' �III11 III III I I I ! w 1659822.59 R f '! • ! • ! i ! fit all E 1659824.46 E 2759250.88 L303 4.69' • li S67'44'04"W : E 1659865.90 E 2759239.97 E 1659849.59 E 2759302.36 lm ' I • . HCL LINE & CURVE TABLE « f CHORD /LINE • ' i ! • 1 mmm ITEM LENGTH RADIUS BEARING DELTA NORTHING FASTING 0301 19.21' 30.00' N45'49'08"W 36 "41'35" B 1659851.69 B 2759286.16 • MM E 1659864.86 E 2759272.62 C302 33.65' 400.00' N88`10'05"W 48'11'42" B 1659864.86 B 2759272.62 '! • ! • ! i ! fit all E 1659865.90 E 2759239.97 L303 4.69' • li S67'44'04"W : E 1659865.90 E 2759239.97 E 1659864.12 E 2759235.63 L304 20.73' S67'02'37"W • •♦ B 1659864.12 B 2759235.63 E 1659856.04 E 2759216.54 L305 28.13' S65'05'40V B 1659856.04 B 2759216.54 E 1659844.19 E 2759191.03 SHEET REVISIONS • • • r cn r• ELEVATION TABLE « f II mom • ' i ! • 1 mmm : 1 Mw= BEARING II i r #1 MM : 1 i •il om • ii MM B 2759191.48 • MM 1659826.71 ♦ i i ELEVATION TABLE « f 1 #i ii • ' i ! • 1 i i' !i : 1 : • mom BEARING I 1 : : 1 i mom MM mom! : i B 2759191.48 MM r ELEVATION TABLE « f CHORD/LINE • # • ' 1 • 1 •` s • # mom BEARING I 1 : : 1 i mom' MM : i B 2759191.48 MM �t c mot, L4 I n n t �• � t 5"• d t • HCL LINE CURVE TABLE CHORD/LINE • # • ' 1 BEARING mom' 111 n I B 1659842.80 B 2759191.48 om 1659826.71 ♦ i N2839'30 08'29" R B 1659826.71 B 2759152.18 '! • ! • ! i ! fit all 1659834.52 2759147.91 i ; • • li I � : II B 1659834.52 II B 2759147.91 1659843.63 E 2759160.68 • •♦ B I 1659843.63 B 2759160.68 6598" ■ 2759174.33 I 11 B 1659852.28 B 2759174.33 E 1659860.17 E 2759188.13 ! •' • ■ 1659860.17 ! 2759188.13 ' 1659865.47 'i •i N6912'09"E I III i 1659865.47 I i 2759199.09 E 1659886.29 E 2759235.46 I I 1659892.30 ' • ! • i • # • r I I II I II R 1659892.30 II i 2759250.52 NOTE: WALL #4 ALIGNMENT ESTABLISHED TO MAINTAIN 6 1f FROM EDGE OF ASPHALT TO WALL CONTROL LINE. CONTRACTOR TO ADJUST ALIGNMENT AS NECESSARY BASED ON ACTUAL EDGE OF ASPHALT. 029 - 07136 No Revisions: Revised: Void: ELEVATION TABLE i !! 1# • # • ' 1 mom' I I ! • 11 om 00 om '! • ! • ! i ! fit all , f ; • • li ' • : : 11# • •♦ • i • Iii c !d ��t t 0 t t �0 r � «b C mil«, 1 EAVIEW SET 2810-081)2 k TWO WORKING D w BIWORIK 1-80"22-1987 � 1 534-6700 METRO DENVER AREA � NOTIFICATION UTILITY i Project No./Code Sheet Number: 06 X 4 2 0 4 ORIGINAL SCALE: 1/4 = 1' -0" br%Ot 1 1'A Pt)A111'tV WAI I IMITU CM I&M 10AI DAPVC11 I ORIGINAL SCALE: 1/4" = V-0- &TAT'a�wlff�wffv'owd Mr. W3.111IM1101MIL140:1 ING FENCE WOOD FENCE RAIL (42 INCH) K—WALL CONTROL LINE I RINHIN 8177 201(H)8-02 GRAVITY WALL SAW CUT PORTIONS ASPHALT, ► MAX FROM FACE OF PROPOSED WALL 4 2 0 4 1 60017 = 1' -0" ORIGINAL SCALE: X CALL UNCC TWO WORKING DAYS BEFORE YOU DIG 1-800-922-1987 534-6700 METRO DENVER AREA UTILITY NOTIFICATI&I CENTER OF COLORADO COMPUTER FILE INFORMATION SHEET REVISIONS Vail Golf Club 029 07136 Project No./Code Lads and Am" Inc. X D. TEE BOX #7 Creation Date: 2008-07-14 Initials: BKS WALL SECTIONS N o Revisions: Last Modification Date: Initials: risHildge DrWe End ISSUED BY: LORIS AND ASSOCIATES, INC. Full Path: CD Lafarft Oolorado 80026 Revised. X. 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STORMWATER MANAGEMENT PLAN x . ... ... ... . No Re\dsions: Last Modification Date! 2686 Tfuliddge NO East ISSUED BY: LORIS AND ASSOCIATES, INC. %XX :x. Full Path: IM" La%eft Coloraclo 80020 Revised: X 1� .% Drawing File Name: 30S.4 X Project No. 07136 Revised: www. .... Acad Ver. 2007 Scale: AS NOTED Units: ENGLISH LorbwWA%ocWft=m .... Void: Sheet Subset: Subset Sheets: Sheet Number: 08