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' �''- — — _ _ _ _ _ .-- � TEE BQX 3 ti ._ �. � � � " �, � � �� , — _. `� � , -.. �. / -- °'`�- _,..__. __ -- � � ..`` � -. 4 ��. �,�, � �' k � ``'3s(-8 � 31. i ��� � .� �.,��,�� 8229.8 -.. � r` � '� - �_? f } _� `�' ,..�, ,,,,,, � � t �ti � ° ` � �`°� �` ' �'` _ _ 823�.5 l, f" "". .... "'""` ,�-. ... � _... _,. .., ,,,, „�, --. _„ ,_� � -�_-_ --"— °'"----- ' 823�.3 ____ ____�� ---- _ _ _ ---�. _ -- -4 -- f .,.. ,,,� ,.�, ,,,, .,,� � ,►.�, ,,,� CURB " .. ,��=..--.� � � � ~� .�� ,�' ~ ` f- ^�•,,,��� `.w . , . "`� . ... RE�AINING WALL PLAN �� 0 5 10 ... ��, SCALE: 1 " = 10' ::�� GENERAL NOTES: � A. A�� WORK SHALL BE IN ACC4RDANCE WITH THE COL4RAQ0 DEPARTMENT OF HIGHWAYS STANDARa SPECIFICATIONS Ft?R ROAD ANQ ��� BR(DGE CONSTRUCTION, 20Q5 EDiTION, AND PR(�JECT SPECIAL PR4VISIONS; THE LATEST M&S STANpARDS; TOWN OF VAIL STANDARDS; AND THE PRClJECT GUNTRACT BiD DOCUMENTS, �� B. THE EXISTING CQNDITIONS CN�ICATED t�N 7NESE PIAN� ARE BASED aN TME SEST AVAILABLE 1NFORMATI4N. 7HE CONTRACT(JR IS � RESPONSI�LE Ft}R VERIFYING EXISTING CC1NDITIONS AN[} FQR THE �{T OF ALL NEW CONSTRUCTI�JN. �: �. THE C0�ITRACTOR 5HALL CONFURM TQ A�� FEDERAL, STATE AN[� LOCAL HEALTN AND SAFEfY RULES AND REGULA710NS. ALL TRENCHE� SHALL BE `PROPERLY BRAGED AND SHORED TO FURI�ISN SAFE WORKING GONDITIONS. THE CONTRACTOR SHALL BE .... RESPONS{BLE FOR THE SAFEiY OF ALI�. ASSOCIATED WiTN THE PROJECT AND THE GENERA� PUBLIC WHERE THE PROJECT IS WITHiN THE T4WN QF VAIL RiGNT-OF-WAY. SAFETY/C4NSTRUCTIUN FEN�ING MUST BE PLACED ENTIRE�Y AR(?UND ANY {�PEN EXCAVATION TY � (?R AREA DESIGNATED 61� THE ENGINEER AT THE END QF EAGH DAY. SAFE(Yf CONSIRUCTIt}N FENCING SHAL� N4T �E PAID E�R SEPAR�TELY, BUT SHAL�. BE INCLUDE� IN THE WORK. : D. ELEVATIUIVS AND DIMENSIQNS GQNTAINED IN THESE PLANS ARE GALCUTATEa FRt7M A RECENT FIELD SURVEY. TNE C4NTRACTOR .. �HALL VERIFY AL� DEPENDENT DIMEN510NS IN THE FIELD. .�� E. THE INFORMATION SHt}WN �N THESE PLANS CONCERNING THE TYPE AND LOCATI4N OF UNDERGROUND llTILlTIES IS N�T GUARANTEED TO BE AGCURATE OR ALL CNCLUSIVE� THE CC►NTRACTOR I� RESPONSIBLE �OR MAKING H15 flWN DETERMINATIQN AS TO THE TYPE . AND LQCATIQN OF UNDERGROUND UTILITIES A� MAY BE NECESSARY T� AVt7iD DAMAGE THEREfO. THE CaNTRACTOR 5MAL.L CONTA�T .. THE UTILITY NQTIFICATION GENTER OF CQLORAaQ AT i-800-922-1987 AT LEAST � DAYS {NOT INCLUDING THE DAY UF ... NQT(FICATION} PRIt?R TO ANY EXCAVATIQN OR OTHER EARTHW�3RI{. �� F. THE CONTRACTOR SHALL BE RESPONSI�LE FOR MAINTAINING THE STABILITY aF ALL STRUCTURES AND EXCAVATI4NS DURING � CONSTRUCTI4N. ' G. ITEM 504 - ROSEiTA GRAVITY WAL� AND RtJSE17`A MSE WALL SHALL INCLUDE ALL MATERIALS AND WORKMANSNIP REQUIRED T� G4NSTRUCT ALL AS�OCIATED ITEMS, INCLUL�ING �t.�f NOT LIMITED TO FACING BLQGKS, STRIICTURE BAGKFILL, GEOGRID AND STRAPS, AND QRAINAGE MATERIAL. PAY L.iMITS SNALL FROM THE TOP OF WA�L TO B{7TfOM QF W�LL, AS SHOWN ON THE PLANS. �B� NO S� A. DE�IGN DATA: + GRAVITY AND MSE REfAINING WALLS HAVE BEEN DES{GNED IN ACCORDANCE WITN THE hJAI`IONAL. CONCREfE MASCINRY ASSQCIATION. STRUCTURAL. DESIGN OF ANY iNDIVIDUAL WALL ELEMENTS NQT CQVERED CN THE FHWA MANUAL HAVE BEEN DESIGNED 1N AGC{}RDANCE WITM THE REQUIR�MENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATfONS. REINF4RCE� CONCRETE; f;� = 45Q0 PSI; REINFORCIIVG 5TEE�; f�, = 60,000 P51; STRUCTURAL �TEEL; AASNTO M183fASTM A�0 B. ALL RETAINlNG WALL �ONSTRUCTION ASSQGIATED WITH ROSEfTA HARDSCAPES, {�L.C, SHALL BE PER MANUFACTURER'� RECOMMENDAT�4NS. COMPUTER FI�E lNF�RMATI�N SHEET REViSIONS Creation Da�e: Initials: � Lc�st Mc�dific�tion Dat�: Initials: C� � Full Path: C� �rCIWIiiC� �(�� NCJC1'1�; � Acad Ver� 2�07 Scale: AS NQTED Units: ENG�I�N �� i •� :� � ! • /' � ' � i` ! rw�• • ' �- :� • �: � �: � i r , • , • � GOMPACT BACKFILL SOIi. TO MIN. 95% DRY DENSiTY. ASSUMED BACKFILL SGIL PROPERTiES OF �=�8°, �' = 12� PCF TU BE VERIFIED BY �EOTECHNICAL ENGINEER DURING CONSTRU�TIQN SUMMARY OF QUANTITIES G�NTRAC CQNTRACT UNlT (�UANTITY ITEM N0. �TEM DESCRIPT10N 206 STRUCTURE BACKFILL CY 140 206 FILTER MATERIAL {CLASS B) CY 6 208 CdNCREfE WASHOUT STRUCTURE EA i 304 AGGREGATE BASE COURSE (CLASS 6) CY 2 504 ROSEiTA GRAVITY WALL BLOCK UNIT SF 179 fi01 CONCRETE C1A55 D CY 7 626 MOBILlZATION LS 1 �26 ER0514N C4NTROL LS 1 �, r , , ,� i , � •! � i���� ' x �� � ' � ' � ����� � � � � � �Q�ii� � ' � IL���t�ii� � `� ��11������'�i �i �� i'� * 'I� '�'I��'I� I ��m �� ' ! i 11 • 1 ! • : 't; � : '� ' I� � ' : • ����������� I � � � � ►s . � � 'I� ' • i 4 i 1 ' i ! �II� � � . i fi . .V� � , � '� ��'ll�'� i , i 1 14� .� :�, . . : � _ .,: �:. :�: :��_ .. :,. ;�� : i �: � . . . � :...:,,-: .. 3 MIN ...� � . 1 �" N4N-WOVEN GE4TEXTILE FABRIC TO BE INSTALLED AT BACK QF WALL � AROUND FILTER MATERIA�. AND ac�R����rE �ASE cau�s� � CLASS B �ILTER MATERIAL N 4� PERFORAT D DRAIN P1PE E 3 SLQPE 1'Cl DRAIN � ` , �f , �, . � � ���� Ii _ i' _ ' _ 1 � .``:�`.;:. `,`,,,,. 2 MIN �:�� ���' � c NON-WOVEN GEOTEXTILE FABRIC T0 BE INSTALLEQ AT BACK OF WALL, AROUND FILTER MATERIAL AND AGGREGATE BASE COURSE , � - -, , -. , ��i . � �� f �� ii ' i � • ! • , � ! ' C• ' !' i � � • ��i � I��� � ��i �ij•i � 1 � i ' 1• � .� , � CAST IN PLACE CONCREfE BACKFILL, �4x � AT ALL LIFfING HO(}K� WITHIN CQNCRETE. �� � i � � _�---�-� ' �� � � ��' � fs, • r � �•a f f�� � ,1 • ! � • '• . RBVIS�C�: •. .. �� . . � �: 0 ' � i � � � ! ��• + •� � �i el . �,. � � � WALL CONTROL ���� � k .� � : i 1 ��1�Vi1���� t7�irl F�)�.� �.�)�S'1'itUC `�!)l�-l`��l z � � CL� ._.� fi i�7 ,--, .� ��; �-h � � LS� t�"��� � w cn v z c� �- <r �� � cL x ,� � � � � FG � '�'�` Q � E-- fi . . . . �, ; • � • 1 '� :� ! 1i1 • ; ,- .•, � � � !• ,•f � i ._ ,• 1 WALL. CONTROL � LINE � ! - �--- � � � � � CD � � v �c v fi � _i � . � �� � �W '-6" MIN. �``--AGGRE�ATE BA5E COURSE (CL.ASS 6} C(}MPACT BASE TO 2000 PSF MIN BEARING CAPAGITY ��� f• . � � Vail Galf Club Tee Bbx 3�igh�ing Shelt�r PL.AN, �ETAICS, AND QUANTITIES ISSUED BY: LORIS ANQ ASSQCIATES, INC. Project No. � 0141 Revised� Sheet Subset: Subsef Sheets: "` � • � +� • • � Sheet Number: � _ �