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DRB130100 PLANS.pdf
FORD PARK IMPROVEMENTS 530 SOUTH FRONTAGE ROAD EAST VAIL , COLORADO 81657 PHASE IB DESIGN REVIEW SUBMITTAL APRIL 09 , 2013 SHEET LIST TABLE SHEET NUMBER SHEET TITLE COV COVER C10 OVERALL SITE PLAN CENTER VAIL ROUNDABOUTt C21 EXISTING CONDITIONS (SURVEY) AND DEMOLITION EXISTING CONDITIONS SURVEY AND DEMOLITION �- C23 EXISTING CONDITIONS (SURVEY) AND DEMOLITION � , ', i_��„' P ” C24 EXISTING CONDITIONS (SURVEY) AND DEMOLITION t`- C25 EXISTING CONDITIONS (SURVEY) AND DEMOLITION INTERSTATE 7o FORD PARK C26 EXISTING CONDITIONS (SURVEY) AND DEMOLITION _ F LP100 PLANT SCHEDULE LP101 SPECTATOR PLAZA PLANTING PLAN ENLARGEMENT LP102 TENNIS CENTER PLANTING PLAN ENLARGEMENT or � LP103 SPECTATOR PLAZA MATERIALS BOARD '40 LP104 BOULDER RETAINING WALL MATERIALS BOARD r 00 *THIS MAP I PROVIDED . T EARTH PRO AND IS USED FOR RECEIVED PROJECT REFERENCE ONLY. IT T IS IS TO O BE USED ONLY FOR PURPOSES PERMITTED BY ANY APPLICABLE LAW AND THE TERMS OF THE LICENSE AGREEMENT BETWEEN MARTIN/MARTIN, INC. AND GOOGLE. THIS MAP MAY NOT BE COPIED OR MODIFIED. Date: 04 / 10 / 2013 VICINITY MAP. By:N.T.S. TOWN OF I A BD . RHOADES UTILITY CONTACTS ENTITY CONTACT NAME CONTACT PHONE NUMBER SIC owwhars be' OW. UTILITY NOTIFICATIO Call before you dl COLORADO DEPT. OF TRANS. EMMALEE BLENDER 970-683-6280 ICFNTFR(IF Ml QRAD XCEL ENERGY (GAS) PAMELA MCGUIRE 970-262-4039 CALL 811 2—BUSINESS DAYS IN ADVANCE REMINGTON BAKER (HIGH—PRESSURE) 970-406-1784 BEFORE YOU DIG, GRADE OR EXCAVATE FOR COMCAST (CATV) MICHAEL JOHNSON 970-930-4713 MARKING OF UNDERGROUND MEMBER UTILITIES EAGLE RIVER WATER & SANITATION DISTRICT ROBY FORSYTH 970-477-5449 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY HOLY CROSS ENERGY (ELECTRIC) JEFF VROOM 970-947-5425 LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, CENTURY LINK (TELEPHONE) BARBARA DAVIS 970-328-8288 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. PROJECT CONTACTS OWNER CIVIL ENGINEER LANDSCAPE ARCHITECT ARCHITECT STRUCTURAL ENGINEER (SITE) ELECTRICAL ENGINEER (SITE) STRUCTURAL ENGINEER (BUILDING) MECH / PLUM / ELEC ENGINEER (BUILDING) IRRIGATION SURVEYOR TOWN OF VAIL MARTIN/MARTIN, INC. LOGAN SIMPSON DESIGN ZEHREN & ASSOCIATES MARTIN/MARTIN, INC. ACKERMAN ENGINEERING MONROE & NEWELL CONSULTING ENGINEERS ARCHITECTURAL ENGINEERING CONSULTANTS IRRITECH DESIGN GROUP GORE RANGE SURVEYING DEPARTMENT OF PUBLIC WORKS 0225 MAIN ST., UNIT C101 123 N. COLLEGE AVE., SUITE 206 48 E. BEAVER CREEK BLVD. 0225 MAIN ST., UNIT C101 17542 W. 59TH AVE., SUITE A 70 BENCHMARK RD., SUITE 204 40801 US HWY 6 & 24, SUITE 214 1217 MIRAMONT DR. 953 S. FRONTAGE RD. W., SUITE 106 75 S. FRONTAGE RD. EDWARDS, CO 81632 FORT COLLINS, CO 80524 P.O. BOX 1976 EDWARDS, CO 81632 GOLDEN, CO 80403 AVON, CO 81620 P.O. BOX 8489 FORT COLLINS, CO 80524 VAIL, CO 81657 VAIL, CO 81657 970-926-6007 970-449-4100 AVON, CO 81620 970-926-6007 303-278-7297 970-949-7768 AVON, CO 81620 970-214-0960 970-479-8698 970-479-2100 CONTACT: L. MARK LUNA CONTACT: KURT FRIESEN 970-949-0257 CONTACT: SEAN MOLLOY CONTACT: DON ACKERMAN CONTACT: HANNES SPAEH 970-748-8520 CONTACT: BRENT JEFFERY CONTACT: SAM ECKER CONTACT: TODD OPPENHEIMER JUSTIN YARNELL KELLY SMITH CONTACT: DAVE KASELAK HELEN RESCHL JOHN MCCOY CONTACT: STAN HUMPHRIES MICHAEL RODENAK MARTIN ZOUREK Z O N r M W U 0 z ro Q [7 ❑ rn Z o ❑ W F O U w ❑ L� t0 Z O t0 ❑ ❑ N Z U] U 0 G) J Z U] t0 O Q O N Ls WEST ENTRANCE z 5Q 0 N o o n U N W D LL /NlERS\TE �O BALL FIELDS SPECTATOR PLAZA F\N\GE D Uj WALK - INTERSTATE To > I WEST RESTROOMS \ :; �- o ---- ----------- W 6---- a a- ------ STORAGE PASSENGER DROP-OFF LANE O \ BUS STOP LANE - - - Ti ' EAST ENTRANCE/EXIT LL DELIVERY ENTRANCE Li -- ON-STREET PARALLEL U) e TURF BALL FIELDS CENTRAL PARKING LOT PARKING U) (GRADING BY CIVIL, �^ S ® ® ® ® ® ® ® ® ® ® EAST PARKING LOT BUS STOP EAST PARKING LOT "— v! DRAINAGE BY OTHERS) ; SHELTER J ST ST \� TENNIS cn = TRASH ENCLOSURE Z GORE CRE COURTS W EK POSSIBLE FUTURE \� TURF BALL FIELDS � SHUTTO � GORE CREEK (GRADING BY CIVIL, SPORTS SHELTER ® ® ® ® ® ® DRAINAGE BY OTHERS) CENTRAL BUILDING TENNIS COURTS TENNIS \ COURTS / 0 Q GORE CREEK ^ W LL] ° ° - ' WALK G U) GORE CREEK \ T ' ' -- _ _ Q J � \ ENNIS — _— = Q COURTS < PLAYGRO/AND " VA IL RECREA7 GORE CREEK LLI L7 o '. DISTRICT OFFICES " y O AND TENNIS \ O fir, BFAG NORTHf F R CENTER ENTRY D n PSG P� PLA YGROUND GORE CREEK RESTROOMS GORE CREEK U_ BETTY FORD , a� ALPINE / 0 0� GARDENS \ \\ z J J \ 0 GERALD R. FORD OPEN TURF AMPHITHEATER AREA \ Q) In Lf) \ o 0 N -t O O POSSIBLE CENTRAL / BETTY FORD WAY x IMPROVEMENTS z z w w FW r C U U GORE CREEK 0 0 GORE CREEK �� r�\ gErrY EAR > z z EN � • (D — > z z POSSIBLE FUTURE BE Q) 0 0 W FORD ALPINE GARDENS cn v 0 O n EDUCATION CENTER --- — — `') °' J N o - N Q z J GORE CREEK LLI w 0O �r°z O wow w U <�x� m Z Q J J LLJ LLJ v w = J J Li =Q�w z > / J = Z 0 N 80 40 0 80 1 60 p O o Q Q fs Q w SCALE: 1 "=80' O :2 mo z o o v Q ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET Q N N m M 0-) .6,o T N z�0� L Oz z L LA Q 0 U zo-QN Q + =wc) w N O (D z�m0d o NCC ow what's below. 0 Lj_°w `_' o-\ o TILITY NOTIFICATION E L,,Q U Call before you di z CALL 811 2—BUSINESS DAYS IN ADVANCE Sheet Number: z BEFORE YOU DIG, GRADE OR EXCAVATE FOR o MARKING OF UNDERGROUND MEMBER UTILITIES n Q MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY o LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN Q PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, cio a z THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 3E MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. � o -E- - I RETAINING WALL \T\ �O� NATIVE ` _T_ S. FRONTAGE ROAD _ - - -I - E- - 30" HDPE STORM \ \ \ \c�FTF �\ VEGETA TION - -T _ r0 - { Z w o N SITE LIGHT TO BE REMOVED AND SALVAGED �T_ LL REMOVE 240LF CONDUIT AND � - _- - - - - - - - - _ WIRE FOR LIGHTS. ABANDON STAIRS , - - - , - - - - �_ - - - � TO OWNERS REPRESENTATIVE (SEE NOTE 8) _ _T` - _ _ _ Z UTILITY IN LOCATIONS WHERE - _ �W_- - _ _ Q / LIMIT OF SIDEWALK REMOVAL - - �, CONCRETE WALK T \ REMOVAL WOULD UNDERMINE OR- - - - - - ' - ;- w F ( ) DISTURB EXISTING HARDSCAPE _ z W o o / SEE NOTE 4, TYP - � W 0 � to T _ EDGE OF ASPHALT ' - _ , Z F o o to 24" HOPE STORM � - , �� ��� BLEACHER TO REMAIN � � Fo- - �� Z J Z C] 0 0) \ - RETAINING WALL - mkoo 2 Q O N L� CONCRETE -7-- _ d O� N rn rn BLEACHER PAD TREE (TYP) _- - -� Q z N 3 0 .. T N 0 No � Q BURIED SOIL RIPRAP (TYP) - - - - S. FRONTAGE ROAD n N w M L INTERSTATE 70 SOUTHERLY ` -T- , _ SITE LIGHT TO BE REMOVED - - - - AND SAL VAGED TO OWNERS _ / I RIGHT-OF-WAY LINE - , '�T �``` - �\ REPRESENTATIVE (SEE NOTE 8) _T - - - rc REMOVE 985LF FENCING i \ _ _ NA TI/E BLEACHER TO REMAIN K EYMAP RETAINING WALL _T \ CONCRETE SLAB WITH - _ - - _ VE-GETA TION Q) \ 6' CURB ON NORTH REMOVE 40OLF CONDUIT AND - �i� �_Z 1 _ __ CONCRETE 1 "=500' � \ AND SOUTH SIDES WIRE FOR LIGHTS. ABANDON REMOVE 47LF - -E BLEACHER PAD \ I II UTILITY IN LOCATIONS WHERE RETAINING WALL REMOVAL WOULD UNDERMINE OR REMOVE 55LF RETAINING WALL - - NOTES: \ I II II DISTURB EXISTING HARDSCAPE - - f \ HIGH-PRESSURE GAS LINE REMOVE 16405F _T_ 1- . FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS, RE. II CONCRETE SIDEWALK - - - - SHEETS C1 -C2. \ I r SITE LIGHT TO BE REMOVED AND SALVAGED (SEE NOTE 2, TYP) -G- TO OWNER'S REPRESENTATIVE (SEE NOTE 8) WETLANDS AREA TO BE REMOVE 2020SF _ 2. THE HIGH-PRESSURE GAS LINE RUNNING ALONG THE NORTH W I \ I I PROTECTED AND REMAIN _ SIDE OF THE PROPERTY SHALL BE CAREFULLY PROTECTED > \ UNDISTURBED THROUGHOUT TEMPORARY PATCH REMOVE 63LF � THROUGHOUT ALL DEMOLITION AND CONSTRUCTION ACTIVITIES. ANY AND ALL EXCAVATION WORK SHALL COMPLY WITH THE W \ o CONSTRUCTION (TYP) RETAINING WALL _ � C� CRET E I REMOVE 63LF GAS COMPANY'S REGULATIONS, INCLUDING ON-SITE CRET REMOVE SOFTBALL DIAMOND. RETAINING WALL OBSERVATION BY A GAS COMPANY REPRESENTATIVE WHEN P�AZA SALVAGE INFIELD SOIL MIX EXCAVATING WITHIN 10 FEET OF THE GAS LINE. 0 \ I AND HAUL TO VRD LIMIT OF SIDEWALK I REMOVE ; LL DESIGNATED SITE (TYP) REMOVAL (SEE I FEi 3. FOR VEGETATION DEMOLITION, RE: LANDSCAPE. ANY W NOTE 4, TYP) VEGETATION NOT SPECIFICALLY STATED FOR REMOVAL OR D �-----E-- T--E- RELOCATION SHALL REMAIN AND BE PROTECTED. 0 U) 4. ALL CONCRETE SLATED FOR REMOVAL SHALL BE NEAT U\ I REMOVE BALLFIELD CONCESSION SAWCUT ALONG THE NEAREST EXISTING JOINT. ��^^ NATIVE \ STAND / RESTROOM ELECTRIC v S VEGETAHON \ 5. ALL ITEMS SLATED FOR REMOVAL SHALL BE PROPERLY 1� \ I SERVICE (RE- ELECTRICAL) DISPOSED OF OFF-SITE, UNLESS REQUESTED BY OWNER'S Z 7r Z REPRESENTATIVE FOR SALVAGE. O \ \ EM 460 F / �� 6. FOR DEMOLITION ITEMS SPLIT BETWEEN MULTIPLE SHEETS, C \� \ REMOVE ALL BLEACHERS (8 TOTAL) AND HAUL TO TOV PUBLIC A H P Z ��- _ ALL QUANTITIES SHOWN ARE TAKEN TO THE MATCHLINE FOR C � \ I REMOVE 84LF TYPE WORKS DEPARTMENT, UNLESS OTHERWISE NOTED (TYP) I , K CU WATER SERVICE - THE ADJACENT SHEET. W \ \I w 7. ALL TOPSOIL SHALL BE STRIPPED OFF EXISTING BALL FIELDS > W p \ , I REMOVE SOFTBALL DIAMOND. AND STOCKPILED ON-SITE FOR USE BY THE TURF CONTRACTOR. �/ _ SALVAGE INFIELD SOIL MlX I L.L ZQ \ \ REMOVE TURF AND DISPOSE , I AND HAUL TO VRD 8• ALL SITE LIGHTS NOTED FOR REMOVAL SHALL BE SALVAGED W \\ I OFF-SITE. STRIP TOPSOIL TO DESIGNATED SITE (TYP) I TO THE OWNER'S REPRESENTATIVE. FOUNDATIONS SHALL BE w U) Z DEPTH OF 5" AND STOCKPILE I REMOVED AND PROPERLY DISPOSED. Q 0 I\ ON-SITE FOR USE BY TURF I = \ \ CONTRACTOR (TYP). I 9. ALL UTILITY SIZE AND INVERT INFORMATION CAN BE FOUND 0 \ , I ON THE APPROPRIATE UTILITY-SPECIFIC SHEETS. FOR Z cJ� I , I EXAMPLE, EXISTING STORM INFORMATION ON SHEETS O E- - I � I I C71 -C75. U c I BASIS OF BEARING AND BENCHMARK: z 7� \� \\ I W 1 . BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS 0 U) FOUND IN PLACE MARKING THE EASTERLY BOUNDARY OF "THE X \ \ I I I WREN" BEING SOO°32'20"W. LU v v `ss v� I 1 cv \ y I U 2. BENCHMARK: HARN CONTROL POINT "SPRADDLE", ELEVATION = U_ \ \ \ 30" HOPE \ \ STORM W 8287.82' (NAND 88). � � W =I 3. EXISTING TOPOGRAPHY SHOWN WAS INITIALLY TAKEN FROM z \s I I THE DESIGN SURVEY COMPLETED BY GORE RANGE SURVEYING, \ \\ I I I LLC. AND FURTHER SUPPLEMENTED WITH PHASE 1 PROPOSED M 2 ` I TOPOGRAPHY. THEREFORE, FIELD CONDITIONS MAY VARY FROM � \ \ \ \ \\ W I W L I THOSE SHOWN ON THESE PLANS. ALL ELEVATIONS AND 4- N Lo EXISTING IMPROVEMENTS SHOULD BE FIELD-VERIFIED WITH o 0 0 NOTIFICATION PROVIDED TO ENGINEER OF DISCREPANCIES PRIOR TO CONSTRUCTION. W w 6" PVC SANITARY \\ \ \ REMOVE 242LF SANITARY \ \S SEWER SERVICE c REMOVE 250LF PVC 7) J \ to I WA TER SERVICE 2 o \\ \ I U vF y v I Q o ♦ \ \ \\ :D D LLJ NA TI VE \\ � I W o 0 0 o VEGETA HON cb > 0 0 \\� I I 0 0 cn v. 0 o ♦ \\ \ \\ N u' ° rn o ~n \ \ RELOCATE STORAGE SHED PER J w \ DIRECTION OF OWNER'S z o ♦ �� \sS REPRESENTA TI VE I z F-o w N >_ U \\ \ / u / W REMOVE TURF AND DISPOSE _ o X`'cn \ \\ I OFF-SITE. STRIP TOPSOIL TO Q J J - J Q \ \ \ OUTFIELD RE T G WALL , I DEPTH OF 5 AND STOCKPILE w w w U Q w w - F S ON-SITE FOR USE BY TURF w ° ° \ I ♦ \ \ \ CONTRACTOR TYP . O � O o N \ \ S LIGHT I I ( ) 20 10 0 20 40 O O J�o Q Q LL] O a=�o� Q GORE CREEK \ (T N I ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET rrj z F_o n < _ NATIVE \ REMOVE SANITARY W REMOVE AND SALVAGE 48LF � � _D °J o w j a- VEGETATION \ � MANHOLE STRUCTURE I REUSE ON-SITE. NCONFIRM LIMITS I '"� a� a� m m (D Q \ \ - REMOVE IOLF SEWER I WITH OWNERS REPRESENTATIVE. F \ NA TI VE E � ° Wiz° z A SERVICE AND CAP I c �, w° o \ �\ \E , ` VEGETA TION ABANDON WATER SERVICE AS CLOSE TO 0 - U =<° - \ SEGMENT TO REMAIN z cn z w Q N WALK AS POSSIBLE BY CAPPING THE END I z o L 8" DIP WA TER \ �\ \ o T Ld Ld o \ \\ \ \\ E\ REMOVE 95L F FENCING (D Q w m o fl z�� c? 0 w N , \ \ T\ (� ` \ w below O - N U Z J APPROXIMATE LIMITS of 100-YEAR FLOODPLAIN o\ 6 ' PVC �E _ a_ c o=z 0 24" HDPE TILIT'Y 1`40TIFICATIQN Q U SANITARY STORM STS \ �E, �I hefuru u di o ; z ST CONCRETE WALK Q = GUARDRAIL (TYP) \� �� \\ TREE (TYP)/ _ - �E� , ,ST \ LIMIT OF SIDEWALK REMOVA CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number: SEE NOTE 4, TYP zo NATIVE \ CONCRETE WALK -E- - - ( ) BEFORE YOU DIG, GRADE OR EXCAVATE FOR \ - _ REMOVE 145LF MARKING OF UNDERGROUND MEMBER UTILITIES \ ,30" HDPE - - Q VEGETATION \ - CONCRETE WALK MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY �S LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN LL] \ \ 7 �� -ST - - ST- _ _ _ PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,77 T- < z MATCHLINE SEE SHEET C22 \\ \ \ THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, < ♦ MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES o BOULDER WALL (TYP) \ \= PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. a_ o MATCHLINE SEE SHEET C21 r \ BOULDER WALL (TYP) A �i Z a ° N n � z � v �v vv o �° o 0 0 - �—\ - �o Y � z ♦ A \ V 'm' /�� w Q o GORE CREEK w to \ ♦ \� \\ \ \ BASKETBALL COURT 1 / \ _ \yj'`\ \ L� \ Z a 0 CONCRETE WALK PJ ��' Z rn w rn \ \ W z En 0 \ \ \ V -� \ \ REMOVE 480SF- �� _ Ld = � ui Q o N I, �f- A CONCRETE WALK Q 0 /--D L 3 w N%TIVE \ \ I \ BOULDER WALL (T / . • n N ❑ Q I/EGETA TION� �\ � \ \ � LLJ KEYMAP all \ ♦ \\ \\ — — PAVER PL ��\ \ \` 1 =500 U) PLAYGROUND FOR ALL NOTES, _ �wcuNO STRUCTURE �� R E: SHEET C21 . \ Sl LIGHT ♦ \ \ U OERDRAIN PA VER PLAZA (TYP) (TYPE \ COLLECTION Uj ♦ \ \V A\` \ ANHOLE _ W \ APPROXIMATE 100-YEAR \ \ \ I \ ofe \ FLOODPLAIN LIMITS ♦ \\ \\ / 0 ♦ / LL ETAINING WALL LANDSCAPING l LU \ \� D \ I \ U) - _ S/S- _ \ O i W \ GORE CREEK ♦ G O > w o COTTAGE ` O � � O TREE (TYP) �K \ AS WA \ \\ \\ , I� U) A \\ \ I W \ \TURF AREA I O \ I LL I 2 \ \ COVERED BRIDGE \ �\ j � J J \ ❑ GRASS STABILIZATION\ I N z \ RINGS (TYP) \ I U �2 '2 N �u \ W ° N 't \ \ \ I I � 0 0 \ \ I V) TC \ \ \ w \ \\ II Icn I F- \ 1 LANDSCAPING w w o \ I z > LLJ \ F I J 0 0 U) z z Q \ CORE CREEK ♦ \ \ I I / \� \� I z z / \ \ \ I 0 0 oTREE (TYP� / \\\ O� \ \\ LLJI cr) 0 rn \ O \ \ \ I Z w E \ CD� za- Q— �w°� Q �w LLI m Z \ <\ \ I Q Z U w w LL.I U a w Z LLI Q N , - - - � � \ I 20 10 0 20 40 0 � � 0 J�o< � J�U Q LL] \ \ 1 SCALE: 1 "=20' O >- Q= o ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET o cn z Q = I \ \ \ J °w o= a 4 LJO Z U) O Qw� n z 1=-0 \ O 'Li ocnoz Ld Ld _ O \ O U — v=am� a O LL \ O z ch \\ I Nc w what's below. � w cn U 0 O O \\ I \ \ TILITY NrPrJFlr.'ATIQN Call before u dl T z \ CALL 811 2—BUSINESS DAYS IN ADVANCE Sheet Number: \ BEFORE YOU DIG, GRADE OR EXCAVATE FOR zo \ ♦ MARKING OF UNDERGROUND MEMBER UTILITIES \\ �, MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY GORE CREEK \ �r �, w LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, C22 T( _ THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, \ 7 MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES o \ \ 1/rf // PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. a_ o \ REMOVE SL 24" CMP STORM - - -- T - - - - Fa- RETAINING WALL - - - S. FRONTAGE ROAD - - -FO - - - - - - - - ----- Z o N _ REMOVE 6L LIMIT OF SIDEWALK REMOVAL - _T_ _ - - - _ _w_ _ __ ___ _ w N RETAINING WALL (SEE NOTE 4, TYP) - - -T- - - - _ - -I�_ _ - - ° - _ __ _ _ w n i0 ft- _ - �� REMOVE 91 SF - _T_ �°_ _ _ - _w_ _ - ? z - - EDGE OF ASPHALT v - - - - - - _ - - _-- 17 ❑ rn CONCRETE SIDEWALK - -T- - - - - -lN- - - z o 0 0 wr Q - SITE LIGHT TO BE REMOVED - MATCHLINE SEE SHEET C21/ o _ _ — SS- - - - - SS- - - _ _ Z 10� ❑ N REMOVE 775SF ASPHALT WALK SS w `m° REMOVE 70 E REMOVE SIGN — — � � Z ❑ 0) BETTY FORD �\ �� ° SAL VA GE TO OWNER'S w o ALPINE GARDENS _ _ ° d 'l REPRESENTATIVE W ❑ t0 I ° � Z� ❑ ❑ N z z � 0 G)ND m ❑REMO BL TO BFAG STORAGE A1 II � u] rn rn MAINTENANCE BUILDING ° ° ° ° ° °° o "` Q Z 3 a \� � � a N W 01 L v ° o ° �ollll ° / ° ° ° i I AMPHITHEATER LAWN BFAG LEASE LIMIT LINE SEATING AREA K EYMAP 0 0. o 0 - C 6 ° ° �O� 1 "=500' ' v IIII AMPHI THEA TER LA WN ° ° o SEA TING AREA °° ° FOR ALL NOTES, ���� °°° ° JoO� RE: SHEET C21 . / ° \i o / fv BFA G LEASE AMPHI THEA TER LAWN j o W LIMIT LINE FENCE (TYPE °\\\\II SEATING AREA O W BETTY FORD / ° o lr,`6 0 ALPINE GARDENS ° V TREE TYP) ° AMPHITHEA T R 0 T / ( ,°° EAST EN Y LL AMPHITHEATER o / o PLAZ W CONCESSION STAND D AMPHITHEA TER EAST RESTROOMS ° AMPHITHEATER COVERED \ / ST / SEA TING AREA Lu LLI TURF S Q O AREA \ /l l 7 BOULDER WALL (TYP) _- ♦ I c `� o LLJ LiJ / s 8" DIP WA TER LiJ / \ AMPHITHEATER W STAGE G' i s o � � / r AMPHI THFA TER / / ♦ U) • • I l \\ / /� TICKET BOOTH AND / /j/ // ♦ W l CONCESSION STAND / / O W / \ / V / i LL J w s 8" PVC SANITARY E y Ss GERALD R. FORD �� S �G' 6" PVC SANITARY In Lo / \ AMPHI THEA TER / � ����G� // ♦ 0 0 0 Vie' AY / BETTY FORD \ / �� // RETAINING WALL ' cn V) / ALPINE GARDENS / �� // w w o / \s O // / � �� GORE CREEK � D LLJ // �� /' o 0 0 0 0 z z / > 0 0 Q // F= L) i AMPHITH TER ENTRY � \ / /� 0 0 /l COU YARD -S / I ' D cn I z / \ i O S cC14� w ,s� — � � ♦ z / S T 2" AND 3" HDPE ° i o \ \ r J PVC RAW WATER <E EX 3: O /l ° j D CENTRAL BF 1 i SS °}w n Iz �I m z _ EO WAY z��S \ � �� � ♦ Q zwQ� LLI N L .E, WEST BETTY FORD WA Y \ Of w ° Q — -R I� — EDGE OF ASPHALT 'SS / J Z Z O o z z —E— ACCESSIBLE / 20 10 0 20 40 Q Q Q w J � cn / l� _ ' - / — —E— — — _ �� ,SS' 1 PARKING SCALE: 1 "=20' z�o°z Q —E— — — — E _ _ I ♦ ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET J o w r _ _ / //\\ J -RV� �Y �\ m m z�-o 'o Q — - — — SITE LIGHT (TYP3 / �, O O E Q BFAG 8196 \ O / FIRE HYDRANT (TYP> / o �' U =°o- o SCHOOLHOUSE z U) a z fia — z~- N a / ASPI�IAL T WALK �� O C o w° N z o \ CORE CREEK o cn=w = N — - - —E— - -E — E— - - E - - - - - - O i $ below. wvozo Lu TILITY 1'VCITIFICATIIII�J II b ey ll � w Q u o=z= 0 0 ELE TRIC TRANSFORMER _ Q ❑ ' RT CONSTRUCTED E —APPROXIMATE LIMITS OF 100-YFAR FLOODPLAIN z O PH Q = SANITARY , CALL 811 2—BUSINESS DAYS IN ADVANCE Sheet Number: z SEWER LIFT / BEFORE YOU DIG, GRADE OR EXCAVATE FOR O STA TION MARKING OF UNDERGROUND MEMBER UTILITIES �O�O ♦ MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY J ♦ _ LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, C24 z THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES UNCOVERED BRIDGE TO VAIL VALLEY DRIVE � � - GORE CREEK PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. a_ o I S. FRONTAGE ROAD EDGE OF ASPHALT TO BE SAWCUT AND - - - - -Fo- - - - - - - - - - -{N- - - - - _ _ - REMOVED FOR SAWCUT LOCATIONS, FO - - - - -EC} - - - - - - - - - - RE.- C60-SERIES SHEETS, TYP) Fo- - - - - -FT - - - - _Fo- - - - - - -W- - - - - - Z_ o M -I T- - - - - -FO- - - - - -F0-- - - ` w n _ ro 7� T- - - - - T- --- SIGN TO BE REMOVED AND SAL VAGED - - Z Z ❑ 0 TO OWNER'S REPRESENTATIVE SIGN TO BE REMOVED AND SALVAGED I LANDSCAPING - - T_ - TO OWNER'S REPRESENTATIVE W to REMOVE 445LF CONDUIT AND WIRE FOR - - - - S. FRONTAGE ROAD �.. w w Q o I LIGHTS. ABANDON UTILITY IN LOCATIONS T /- / - _ — L� \ z F o ° t0 I WHERE REMOVAL WOULD UNDERMINE OR -E T T- - - -' - - �- — Z z N 0 o t - - RB EXISTING HARDSCAPE - - - T- - - - - - - - - - - - - - - - - - - - a o cv 0 — _ E- - - - -E- - - - - — T- - - - - � Z � Q rn rn F- - - - - T- - - - - - _ N Q z �n a 7300SF ASPHALT PARKING E- - -- - - - LOT TO BE REMOVED ® 0 TREE TO BE REMOVED E - - -E - - - - -E- - - - T - - - - n N w M L (RE.- LANDSCAPE, TYP) LANDSCAPING - _T - - � _T tA - 7GT KEYMAP S E GH >, > N - - 1 =500 1LF RE /Nl W LL - N SA ER'-E--_- -- J T_ _ O BE M ED 6LF RET /N/ W LL T - 5E TAT OT 8) FOR ALL NOTES - -E- - - - - _ _ 1 ` - - - - - - _ _ _ _ RE: SHEET C21 . I i U � �F�\ GE OF SP L T 2, OSF AS AL BU ST P - S- - / - t - LANDSCAPING T_ - - \ OH \ - - � T� w z T_ — I /� I / ELECTRIC TRANSFORMER SITE LIGHT TO BE REMOVED O J � - - - - - _ _ IN RS ATE 70 0 ER > IJ I I // AND SAL VAGED TO OWNER'S / O I O -lGH_-OT W Ll E - - - - W TREE DEMOLITION / REMOVAL NOTES: LU _ REPRESENTATIVE (SEE NOTE 8) _ - U �7 K Q — 1 . ALL TREES SHOWN IN BOLD SHALL BE REMOVED. ADDITIONALLY, LLJ 750SF ASPHALT D L THOSE SHOWN WITH LEADERS AND TAGS SHOULD BE HANDLED O SL - I WALK TO REMOVED N AS NOTED BELOW. LL fi CC NCRTE L /�l / i TENNIS COURTS PLAZ,4 �LANDSCAPING R A. 8" 10" LIMBER PINE REMOVE W I I LANDSCAPING 1 © 9" LIMBER PINE - RELOCATE TO GOLF COURSE (n LLJ O B B, I © 12" LIMBER PINE - RELOCATE TO GOLF COURSE SPORTS c P I i I B, l / CENTRAL / P 1 LIMIT OF ASPHALT I 0 12" LIMBER PINE - RELOCATE TO GOLF COURSE r BUILDING i SIDEWALK REMOVAL BUS SHELTER TO BE DISMANTLED. SALVAGABLE z O PIECES / O AS DETERMINED BY OWNER'S REP TO BE E. - ( ) I O NOT USED. O I TRANSPORTED TO PUBLIC WORKS. REMAINDER OF W I- \ II I SHELTER AND FULL CONCRETE PAD TO BE DISPOSED. i FO 10" COLORADO BLUE SPRUCE - RELOCATE TO GOLF COURSE G O I I I TREE TO BE REMOVED (SEE W NOTES THIS SHEET, TYP) TENNIS COURTS REMOVE 440LF CONDUIT AND WIRE FOR I © 7" COLORADO BLUE SPRUCE - RELOCATE TO GOLF COURSE W \ I LIGHTS. ABANDON UTILITY IN LOCATIONS > 0 \\ L'i WHERE REMOVAL WOULD UNDERMINE OR HO 7" COLORADO BLUE SPRUCE - RELOCATE TO GOLF COURSE � / I DISTURB EXISTING HARDSCAPE ND C, O m 0 P lO. 9" COLORADO BLUE SPRUCE - RELOCATE TO GOLF COURSE LL Q 930SF CONCRETE WALK W z U) TO BE REMOVED 13 COLORADO BLUE SPRUCE - RELOCATE TO GOLF COURSE c � - G Q p j \ KO 10" COLORADO BLUE SPRUCE RELOCATE TO GOLF COURSE _ 7 COLORADO BLUE SPRUCE RELOCATE TO GOLF COURSE n/ z LL 0 5" LODGE POLE PINE - REMOVE Q U \ � w\ LIMIT OF CONCRETE N. 7" LODGE POLE PINE - RELOCATE TO GOLF COURSE z I SIDEWALK REMOVAL / - -ST-1 ST- - - - - (SEE NOTE 4, TYP) / 0 \ ST / OO 9 LODGE POLE PINE - RELOCATE TO GOLF COURSE U) • EAST BETTY FORD WAY © 6" LODGE POLE PINE - RELOCATE TO GOLF COURSE O LU ® S. F 5" LODGE POLE PINE - REMOVE U_ FRONTAGE ROAD 2 8" LODGE POLE PINE - RELOCATE TO GOLF COURSE E S. FRONTAGE ROAD EDGE OF ASPHALT TO BE SAWCUT AND REMOVED (FOR EDGE OF ASPHALT TO BE SAWCUT AND REMOVED (FOR z SAWCUT LOCATIONS, RE- C60-SERIES SHEETS, TYP) SAWCUT LOCATIONS, RE- C60-SERIES SHEETS, TYP) — — _ _ M r7 Iw - T - - - - - T- - - _T - - - Q) Lo Lo I �--� N T- - - - - T- - - - T- - - - - T- - - - - - - - - - - - - - T_ - O T - - - - - T C) � T- - - - - T- - - - - - - - - T - - - - - - - T- - T - E T T - - - - T- - - - - T - - - -E - - - - - - -E- - - - - - - -E- - - -E- - -E - � o 0 (n - - - - - - -E- - - - -E - - - E - - E- - - -E - - E- - -E- - - -E- - -E - - -E- - - - E - E - TREE TO BE REMOVED (TYP) I - = T� T - - - - - NATIVE HIGH-PRESSURE GAS LINE VEGTA TION TRANSFORMER AND z ELECTRIC PANEL NA TI SIGN TO BE RELOCATED \ POLE TO BE REMOVED EL CD VITA TION cn cn TO BE REMOVED z z w w o - 0 0 1 O REMOVE 165LF CONDUIT AND WIRE FOR — — — — — o 0 0 LIGHTS. ABANDON UTILITY IN LOCATIONS z z TREE TO BE REMOVED > 0 0 z�c Q--E-- - -E- - `� REMOVE 415SF STRUCTURE \ WHERE REMOVAL WOULD UNDERMINE OR VEHICULAR GATE AND OPERATOR (RE.- LANDSCAPE, TYP) ASPHALT D ! AND FOUNDATION DISTURB EXISTING HARDSCAPE TO BE REMOVED AND REL OCA TED PARKING L O T x Il: _ G z SF CO R ISLAND z z - - - - - - - _ _ - -F __E—_- z U] ❑ N r M W U ko z Q � o rn z ° ❑ W 1= ❑ U w ko Z O 0 D N _ W U 0 0) Z 1) kD O ¢ U] Q� Q 0 L(1 3 O x U N W M L LULU LLl PLANT SCI IEDULE N� DECIDUOUS TREES CODE BOTANICAL NAME / COMMON NAME CONT SIZE QTY LL FRA NIG Fraxinus nigra `Fall Gold` / Fallgold Ash B & B 2" Cal 1 LU D . POP ACU Populus x acuminata / Lanceleaf Poplar B & B 1 .5" Cal 2 U) vJ EVERGREEN TREES CODE BOTANICAL NAME / COMMON NAME CONT SIZE QTY z PIN BRI Pinus aristata / Bristlecone Pine B & B 6`-8` H 8 W �V�\uAlow,c,c� • r e PIN LAT Pinus contorta latifolia / Lodgepole Pine B & B 6`-8` H 5 w PIN LIM Pinus flexilis / Limber Pine B & B 6`-8` H 2 ® m J D PIN TAN Pinus mugo `Tannenbaum` / Mugo Pine B & B 6`-8` H 25 w W C 2 G Q U) SHRUBS CODE BOTANICAL NAME / COMMON NAME SIZE FIELD3 QTY z • CER MOU Cercocarpus montanus / Alderleaf Mountain Mahogany 5 gal 1 Q • CHR RUB Chrysothamnus nauseosus / Rubber Rabbitbrush 5 gal 2 ^< L.L JUN ARC Juniperus sabina `Arcadia` / Arcadia Juniper 5 gal 19 ROS WOO Rosa woodsii / Mountain Rose 5 gal 2 LL GRASSES CODE BOTANICAL NAME / COMMON NAME SIZE FIELD3 QTY Y AND N12 Andropogon gerardii `Niagra` / Big Blue Stem 1 gal 6 z Y CRY HYM Oryzopsis hymenoides / Indian Rice Grass 1 gal 27 0 0 PERENNIALS CODE BOTANICAL NAME / COMMON NAME SIZE FIELD3 CITY AGA DOU Agastache Cana `Double Bubble` / Double Bubble Mint 1 gal 2 MON CAM Monarda x `Cambridge Scarlet` / Red Bee Balm 1 gal 14 J SAL QUE Salvia nemorosa `Blue Queen` / Woodland Sage 1 gal 11 L- 0 V) v) 0 OSAL SEN Salvia nemorosa `Sensation Rose` / Sensation Rose Sage 1 gal 4 K GROUND COVERS CODE BOTANICAL NAME / COMMON NAME CONT FIELD3 QTY a) m C/) m U 0 ACH TOM Achillea tomentosa / Woolly Yarrow 4"pot@ 18" cc 63 sf 0 z T AUR SAX Aurinia saxatilis `Gold Ball` / Basket—of—Gold Alyssum 4"pot@ 18" cc 49 sf }oZ C��Fw Z¢o d W N J DEL NCN Delosperma basuticum / Ice Plant 4"pot@ 15" oc 62 sf w Q0JLq N UL, J J , LLJ Z U Z U) v¢�Lx, — ERI AUR Eriogonum umbellatum aureum Psdowns / Sulfurflower Buckwheat 4 pot@ 18 cc 69 sf 0O � Cn v U Qw°w LO =�o� z~0cn z >1 >1 N -0 0) m m w ?Oo E U �C=) z U) 3: o z Cn U z;w vNi Q) Q oz CnU + — =w z w U U U) w amaf C:) Z w F 0 0 12 0 0 LLJ U Lj 0 W<U Sheet Number: LP1 00 LOCAN SIMPSON DESIGN INC. ❑ cq T— i — Q z ] ° \ / — yy, — a Z O ❑ 10 Z U ❑ N \ \ —r, FRO -Fa — y'l'� \ \ - � � � \ Q N NTAGE ROAD — _ rn rn 0 - - _ \ /_ � � \ � \ U N W LL \\r\ _ -F o- ` \ ` _ -Z7- E \ \ \ \ \ \ \ a \ n _ yW W W W W �, W ` W i �W W W W v \ •T� V J I Ili` UN ARC— \ \ � \ ` \ \ PNLIM I / \ 4 DEL NCN 4 AC HyT O1Y1 V. 3 DEL NCN i W W W V Qul_ _T_ RI HUR \ i)JUN ARC 2 AG \ \ !.�`` � W W W\:\ \� �I I \ \ \ \ � —T �i W 2 \. -�Tzt.� 3 RY HYM 3 ERI AUR \ •_ E _ T _ I I 11J T \ \T • W y ,N W �4\ . 2 I I CHR RUB I - .. •' • \+ \ / 4 W W V' W W W W W W P\ / W W\ ` W Wl W`--tlh _..__ \ \ \ \ \ \ ` -ER MOU • ..� �_ ,t W W y W W W W W W y �i/ \ W \ W Vr W�_ W W W --4:_>` __ \ \ \ \ \ _ RIDS WOO _._ •• • \ W W W V�W W W W W y \� W W W W\W-W W W Z_ `� y \ \ \ `\ l \ \ \ T \ \ '_._.� _ .. •. \ \ \\ \ _ -W_ W\ W W\W�V W_W\W W W W •Y �V�W ,V �JC F _ \ \ \ \ ` \ \ W ✓, W W y W W ' _ - _ _ •' __ \ \ \ ' '_• \ \ _l!_� � � W� W W W W�•V�W W W W\ \ \ t.�� .DEL MCN, \ \ \ \ \ \ J � \ _ _ _ _ \ \ \ \ _ V� 1 V. TE�L •Y W W V. W W W �Y' W \ \ \ \ \ \ \ \ \ \ I T__ AL QUi \ _ DI C TO (1)MONCAM �\ � � �: \ � — �.,, —ARCS \ \ \ \ (1)AND N11. � �_ 2 AC _ •Y W W Z W V �� �_ W W •� Jr W W W\ \ Z � W ,\ \ _ •4 W W % % - 2 1 ORY HY 2 M \ \ 2 DEL NCN 1 OR \ ( )SAL.SE 1 AGA DOU \ \ \ \ ��T��R� — _ 2 AUR SAX W W > W W W W W W W W W W W y V' V' \M� W V• W W \ \ \': W \ \•\ \ \ E �_ W y W \ \'L V\•D\ W\ W\� W W V W W \W\W W\W\W` �I 2 ERI AU 1 ORY HYM TW: 23.26 \ '• \ _ \ _ R� IVI W V _ _Z' �BW: 21.30 <Y 0i 1 AND N12 TW: 23.78 1 JUN BW: 21.85 \ Z), 4t-1 U) o W W •� W . \ \ \ ` \ ISTi _ j-!1`/ W W •Y V. W W W EW_ W \V_W •Y W W P z _j W C� TW: 23.98 E— — W BW: 21.99 - — _. — _ _ U) Z W: 25.29 1 : �•�: \ — -�T� — _ ' <- :�•.�® Z B 23.08 TW: 25.29 1 BW: 23.31 1 .. : ' .• k• • . . ... \� • • ' . \ .� _T__._•^ 0 � TW: 24.73 \ BW,. 22.83 1 ORY HYM 1 SAL QLIE \ 2 POP AC TW: 23.81 \ (1)AND NI I - _ _ _ _' _ LL \ (1)ORY HY 1 ORY HYM BW: 21.99 _ Q) Q (2)SAL SE )AG DOU I < TW: 24.11 '- _ \ TW: 24.25 1 ND NI2 W: 22.09 z Y BW: 22.22 _E_ — I— —E— — — - TW: 24.56 BW: 22.57 - - - - - — 1 FRANIG aD rn LLI 0 0 1 \ \ 1 \ 1 \ a \ 1 1 J I J Q o Q) m 73 U) cn _ o 0 z (.J W'FW ZQOK < x� °O W N W QSJK" z N v_Wam , LLJ Z%U X Z Z U Q U) LLJ o U J ne OU W Q L Z~O(n Z H � °JAW W' L Q Z2i M m W d?O 'o E U m C=) z � 3: U = o� o z Cn U z�w¢ vNi Q) o,Z,o� _ U) O U U)Of Ld -D d m 0 ZWFO O (?SOW U Lj o L W U Sheet Number: If TV LP1 01 i ! i LOAN SIMPSON NORTH 0 5' 10' 20' 30' DESIGN INC. z r] ST ST 03 i \ �� 3 AU' SAX L E — T==E=--�E_- - - - r ST_ w a 0 4 [DEL CN - - - - - - - - - —Tt - -ET===— -E- sr�� I w o C� ko 0 A T-EM 28 ERIAUR - - - - - - _ — T_ = _E_ — — — Z J 0 N — — STS Z rn 0) - - �16) ORYHYM i - - - - - - - - - - - - - - - - - __E— ST BGUL-©E"—TAINING WALL,TYP — — _ SA _ _ / Tj I Q o °QUE_ T S ` N -0 Oa FE NGE W W W W W Y W W ��p, W J• W W�+YTW— p' V\ J/"�L \ •� \ \ 0 111 v 2 AND (`BIZ U /Q� W\ W w W W W -•� •'• w W W e W �_\— ,\ ��' \ �T W\�' A •'/��/�/� . 10 MON C L N w m LL •✓y\`y y y�.W W W W • -_ .. .r..W._ \ J' w /W • //®' 'w �;yV. \%1"l'T��T \ v�.. ./!H/H. 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W� W _. \`1 _ w w •W W r.J� W W WV//" w w w :.. w w w �,' y .. y \ I •' �� W w w W W W W W W W W W W w W y W W w W W W W w w-1�V� �Va �.+V - W w W J +Y� w W W W / I W W W W W W W W W w I w www w w ww i �� t�w �•ti 2 PIN BRI W w W 2 PIN TAN •y '� w �'`kv 2 PIN BRI I •� 1 PIN LAT 2 PIN TAN - y'�•!:�: 3 PIN TAN W W w 1 I w 3 PIN TAN W yWyww w W W IY � y ,' y � W I I 1 PIN BRI 1NW w wr 1 PIN BRI 1 PIN BRI w y W y W y w y W w W w y y W w W I w V• W •••� W _ 1 PIN BRI 7 PIN TAN 71r O W`�LL 8 PIN TAN y W y w Y W w W W W w W W v Y wwy\W �W y w V I I I 1" W W y / y W V W WI � I 'V• �W N CA I w w W y W W WI y l y I w •V w J I W W V/� w w L• WI W W w I I W w w W I w W I W W W w y y w V' w1yl I y y Iy I f� w W y W y W J II WI W � 1 1 1 w W w W , w� y W • y W y y W WI W I W w LL Z 11 I W W W W w W W W W W I W W I W w W I I , ■ ■ w w � W�/�W Q I �'V• W W y {• I � w W W W V W/ wo W W W I W y w LL W Of W W W rid w W W w w. m W W I W W W W W W WI W W W Of W W W W W W W W I I I I I Z J y I W W W W W w W V• \ I W I w I I / wz U W \`\N W W W W W W W 'Y V W w W W I W W II W W W I W w W W w W W w U) Z v J w y W w w w W W W W W W \W w W w W W W I w W W I W /� I- W JV W w Iy y w W p•.� I W y w y W r I � !/ / W W W w I �1• � W W W/ I _(l�� {Y W W 1 I w Illl •V y •i W //�JII W 1 W W W ' < W y W Z y W T w y\ y W y l y I W tY y W cn LL V E Y W W W w W y W W W W \ W W / w W Q LLI 0 Cq rG2 m it O C � m n � — o :n O .J7 T (Dcl�Lw O o°wN Q x � U r -I Qw�� lJ U z LLJ N Z�U x Z LL _ Q v o u =oe v� r� �o:° cn L0 LL- _o° - z~ocn z L >1 N 1 m m Ld tP O � � � � U =�o� � j z Q ow0� ¢w� cn _ V7 U ae �O U :E U) 0- O —D N Zwm0 N / O �_ °�Uw J U w0z0 6i U oazx v w Q U O n 0 Sheet Number: � z or) 0 s ' s LP1 02 Q CI z LOAN SIMPSON 0 0 5 10 20 30 pESIeN INC. � C NORTH Z J) ❑ N _ — N W U 0 z Q [7 � ❑ rn z o ❑ W ❑ W ❑ �` Z F j O 0 O N _ i W U 0 0) Z W 0 D Q O N i In M 0) Q ❑ N O O Q U N W 0) L- I. CONTRACTOR TO SUBMIT SHOP DRAWINGS 1'-10" MIN FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, L SEE CIVIL DRAWINGS FOR WALL HEIGHT 3, 'REFER TO SPECIFICATIONS FOR RAILING �" � TUBE STEEL TOP RAIL 8'-00 STEEL PAINT. 2"X4" TUBE STEEL POST - �" 318" 9" STEEL BAR PICKET > 2„ 4„ W TUBE STEEL 1 �q N BOTTOM RAIL c� � EXPANSION JOINT-SEE SPECIFICATIONS i WELD BAILING TO W PLATE; EMBED PLATE x WITH NELSON ANCHORS 3„ 4 4— O 3. LL EMBEDDED STEEL MOUNTING PLATE. MOUNT 3� FROM EDGE OF CIP WALL. W ANCHOR BOLTS-SEE CIVIL TONE 1 CIP CONCRETE RETAINING WALL SEE (n VENEER k LS503 I STRUCTURAL — ALIGN WALL CAP JOINTS WITH POSTS WALL CAP ,-O.z z ELEVATION W SECTION-$TONE CAR MOUNTED SECTION-CIP WALL MOUNTED C QQ W co PEDESTRIAN RAILING > O a w ADA ramp with rail W Q Q N J perennial bed - - - - - - T - - 6 = perennial bed T Q o .. �E� . -: • . • • AAA ram with rail • . .: . .' • . • • • . . . . • .' . • • : , ramp w/ rail � • �• � � w p _ _ - _ _ - _ _ - - - - - i i ! LL cf irs o ugout stairs to dugout concrete stairs CL I stone veneer wall, typ. with rail E J � Q Ld i O U) o L' Cn stairs to dugout ramp to field level nF, pedestrian rallIn , see with cheek wall detail above rock veneer wall, see bleachers4. i example above ramp to dugout 4 M zQO� f > In Ld v •a ?, + . i; Z N zwgw � tf W Z =a(w z •, - •c'�' U) _ = LLJ w w zY x � Ld f— J owo°QCL Ln � z o cn z °moo= 1 0 0 -- - _ . 1 -- �` �p Z 0 zHwQN ,__T zmm - O owo � + O — =woz Ld O U _ Cn mw m mmm O D zw�o O Q 0 0 LLJ Z J w o-<0 m w<0 Sheet Number: . . LP1 03 LOCAN SIMPSON DcsIGN INC. z N r M I— w U iD LL z L W POST FACES WALL w �= Q ° RAIL FACES AWAY FROM MALL ❑ * -on ' 2"x1 Z IPE WOOD FAIL z � o o N \ W Z U) U 0 0) h"x6" LAG HEX SCREW, 2 PER FAIL, - I- J - w 0 0 *1 7 PER POS1°, INSET HEM SCREW FLlJS+ WITH RAILING Q z � 3 0 j - 8"x8" IPE WOOD POST _ N o 0 Q ', e • " ' • FILL MATERIAL MINIMUM 8"' DEPTH � N w 0) LL SURROUNDING POST � �7 UNDISTURBED SOIL l q � y 1'L-- -- 4 � I - --t- - _ -+ i- - •—. -J d _.,,_.�` - - y .� -+�=.i, 77 1, a _ _ 4 .__� 4� 'y r� •}--�.�. '�-�_ _, i - � 6' � , I,j 1 ` rte- __ __ + .� - --�-- h L .-_` .. LLI 'SOD FENCE Lu -1 1 1 1 ILL -1 -11 I- 1-I I- -MIN. S" SOIL OVER W GRANUTAR SETTING BED I� GALVANIZED FIRE MESH IN I� BOULDER VALE MORTAR BED UNDER CAP I LDRY AID IN NATIVE FIELDSTONE Q C.I.P. CONCRETE ''MALL — SEE— � " Z O PATTERN WITH HAND TIGHT JOINTS �< i � STRUCTURAL DRAWINGS 1 -S +�— B"x1�'2'"� DOWEL — TWO PER pp ,-- C'OMPACTEb S013GRADE STONE. SEAL PENETRATION OF w (n rr NATURAL CLEFT STONE DAP— �' � SELF ADHERED SHEET MEMBRANE w Q 1 SPLIT FACE EDGES. 4'-C" - _ 'SELF ADHERED SHEET LENGTH, TYP. SAWCUT EDGE 0= 4 GRANULAR DRAINAGE FILL WHERE JOINTS ABUT, 1/4 MEMBRANE WITH SLOPED W MORTAR BED BENEATH FOR � I- SLOPE PER FOOT TO DRAIN, POSITIVE DRAINAGE, ® Q LLI . �: CAULK JOINTS WHERE CAPS m_ 2 ABUT, COLOR TO MATCH FINISH GRADE 8 CF, MINIMUM BOULDER SIZE, ,�; A MORTAR. RAKE BACK JOINTS " L1J Q - MATCH CHARACTER AND SIZE ;, 6 br �. — - - - - - - -OF EXISTING BOULDER WALLS STONE ANCHOR AND OR— I J V—V V C—III—III—d ALONG FHF , USE ONaITE ,. :.r MASONRY TIES AS NEEDED. =1 = �1=1YI—I�I�I�11VI-1�I—ICI— Q c� STOCKPILED GRANITEULDI;RS _ - - _ _ Z R _ _ ' p . r"' �. ENGINEERED DRAWINGS FOR � I I I I i 19 I—III I B C I T 1-1 II I-1 I I; z 1 AP FILL IN SEPARATION 1=L1 J ^I I IEI I I� — STONE ANCHORING ' � � Q -e FASRIE WITH Z4 OVERLAP, TYP. _ _ - _ = - N II I I 1 1 11=1 J ,�, ,+iii=, , - y ti - FULL DEPTH STONE VENEER, - 1 _ -�1 I Q A�I`I ! I ICI—III�II II 1-111- 11 I— —I I I 1 11=1 I I III I I VARY RELIEF AT WALL FACE 1 =1I 1=1I [EEI I -1111 MORTAR— d° 11 1 1-1 1 1=1 1 1-1 1 131 1 -1 —I 1 —III—III=1 Lu IN FILL CONDITIONS, ADD p .. �_ ADDITIONAL BOULDER TO DRAINAGE MAT — ; + I I I 1=1 11=1 I =1 : SECTION MEET EXISIING �G RADE ELEVATION �= -1 I I—I 11=1I 1=1 I ICI Z) 'WHERE NEEDED. RAKE MORTAR JOINTS 1" MIN, --� � ml I I I I I—I I I--I I I—I 11= O °m ;L 11-1 I I-1 1 11111 LL B ULEER RETAINING WALL = =III-III: . . .. cn ©T-BLDR-'WAUS.J - E Y SELF ADHERED SHE ET CONCRETE STAIR, COLOR AND MEMBRANE FINISH TO MATCH W'AL'K. END CHEEK WALL AT SLOPE TREAD Z% TO DRAIN, TYP, OUTSIDE END RAIL CAVITY' DRAIN — � � —1� 1=1 I M=1 EE1 I 1-1 I I " HI=D -rL HANDRAIL. N 1 Il III-1I ICI I;III 12" CMU COURSE(S) AS III—III—III—III—III- RE TO SPECS FOR PAINT FINISH ICI I I,I I X11=1 N 1=�w MIN NEEDED— MORTAR IN 1/2' MAX RADIUS — TYP. :11 1=I I I=1 1—I I II I S, o o R��E � I 11-1 11-1 111 I I I I I-� lh"O SCHED � STL HANDRAIL. MIN 8" WIDE CHEEK WALL WITH J" MAX RADIUS AT RIE, TO SPECS FDR PAINT FINISH CORNERS 1�5I1=1I1=1I I I I I=1I1= p EXPANSION JOINT SEE S ECIF1CA71ON a 111=111=111=1I I Q 80 TAU. CHEEK 'WALL TO BE PLACED ON THE - � - - 1=1 I- CORE DRILL AND - I_l �I 11- 751 I-1 I IFEI I 1 11 I_-11 S 10 OUTSIDE Of RAMP, GROUT IN PLACE 11=1=1 11=1 11=1 11=1 �I -1 11=1 I I� 1 I 1=1 f I- N -1 d I EI 11!I I hI 11= _ l 1=1 I I-1 I I-1 II I-1 I I-1 EXPANSION JOINT SEE .SPECIFICATIONS S 7 - — MEN 111117-111-1 = � 4. 3 �_ _ ,I I 1®C 11- Q 0 END CHEEK WALL AT OUTSIDE 1 — TYP =1 I k-I I IE11 F I -1 I I �. -11 1—I 11=I EDGE; OF HANDRAIL, F'IN1SH ;f!, >CLR — ,� I—I 1 1.711 —I I I—I I I=11 " CORNERS WITH I" RADIUS MAX, � a 4 , .r � ., � ° -_ _ � � � ' '�# �I�nl�II�' ' � o I I-I I hI I I—III—III � � ,�� I — CORE DRILL AND GROUT IN PLACE 5'-0" LANOING —I r . ■ ' « _I u cn � o —I I III I- ° COMPACTED AGGREGATE = 11= BASE-1 =1�I I= 15 COMPACTED SUBfiRADE 3:z�Q F J°W o E�0xZ K I- �= NOTE: °o W N NOTE; w Q�J W , HANDRAIL TO BE DESIGNED IN COMPLIANCE WITH CURRENT ALMA GUIDELINES. - �W Q 1, HANDRAIL TO BE DESIGNED IN COMPLIANCE WITH CURRIENT ADA GUIDELINES, z 0 �x z „ PROVIDE EXPANSION JOINTS AT INTERFACE OF STAIRS/ WALK AND CHEEK WALL w z =Q�W - 2, PROVIDE EXPANSION JOINTS AT INTERFACE OF RAMP WALK AND CHEEK WALL 3. CHEEK 'WALL TO RISE 1" ABOVE EACH RISER AND BE POURED TO THE DEPTH OF r� w � � w ��,L° Z 3, CHEEK WALL TO BE PCURIED TO THE DEPTH OF THE RAMP 0 - - - U ��o Q THE STEPS � � � v ��,W Q 4. CHEEK WALL TO MATCH COLOR AND FINISH OF WALK 4. CHEEK WALK TO BE PROVIDED WHERE STAIRS ARE NOT BETWEEN RETAINING WALLS � o o Z �NRE:TE ��� � � RAIL WITH HEE WALL 5. CHEEK 'WALL TO MATCH COLOR AND FINISH OF WALK � � � � � o�oW W W= Q M m w ;dQ,= o U Z Cn O 3z: Mo 1¢ vNi _ wU O U NOf W Z0- _D d m 0 N O ZWFo O Q 0 0 W C) Lj o W�U (Z FUZZ Sheet Number: LP1 04 LKAN SIMPSON DESIGN INC.