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Chris Todd �a. � � ���� � t�d �� , ,,,,� `�, �� �,, �`•�''� ��� , , �,g� a�� �r'�`�. ,� ty ,r�''j,•� "`�`��,� :�n �• � F � .s'Ki" '°°X�'� ., . � „ �P 3 � � •� „�µ�• 4 ,r'�' ��,,��^a ���'�~ M,d�,"'��'�-''44 r �" ��r y�s, �. ,+°.ra' � _,�T ��•'� s r'�' 7' 4, •s ..r°`" 'x : rf" �� 15 9 6 7 S . G o l d e n R o a d ,�" ��[ � _� .� y��` �:��� �- :���� ,��r ��.� �; . � � . 1 _ , � � CURVE TABLE � CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING GENERAL NOTES � C1 17'59'16" 108.99' 34.22' 17.25' 34.08' N53'36'44"E 3 / 1. DATE OF TOPOGRAPHY: JUNE 7, 2010. / # 2. PROJECT BENCHMARK: SEWER MANHOLE MH0860 NORTH OF LOT 10 AND 11. RIM f ELEVATION = 8016 6' (SEE DRAWING). t / 3. BUILDING T1ES ARE PERPENDICULAR OR RADIAL TO PROPERTY LJNES AND ARE '� INDICATED IN PARENTHESIS (XX.X') I� -•~�"��"'�� � / 4. THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP IS FOR AN ADDITION OF A I, �,._�; ._ ."'"",� ,.�.':"-�-� ` ��' ` : �.,, ����.,,�� ;.. �: PAT10 FOR A HOT TUB. I' ;:•� �" �.,,,,,::•• ���.,,��, I, .�" �?._.. �. � ���'�'�' ��"��-��.�,�., 5. LOT 11 IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF DECLARATION AND � ._,..� �--,... �; � <�i F;>' RESERVAl10NS OF EASEMENTS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF , ••\ \�.��������,,,';�N. ��.� •�`' ,�;�.. ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMIIJAL � ..° .--� �, . �-..,.>.., f .� ,.,,�.:�`'� ���;y_:,=:' ~`'i .,... .;�°�-•..,,, ,,, STATUS, MARITAL STATUS, DISABIUTY, HANDICAP, NAT10NAL ORIGIN, ANCESTRY, OR �� / ;�;...,� ,.<�..._ ,,......::�°~--�..�, ., ,,.•-;;`` _:�•, ` � :�` : :-`'~� '°�,""� SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT , SEWER MANHOLE MH 0860 / ,.� °�'' ,- ..:,. �,.,>�.i..;`-..:..:::.. . ..\,...�. ..\,� `�,;�.:,'�=""�,, I� f ` �r ��' .�" �--��---�..�....:�� ��� � ��� ``���� TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE i� RIM ELEVATION = 8016.6' � �' � '��� �:: � �`a LAW AS CONTAINED IN INSTRUMENT RECORDED APRIL 13, 2007 AT RECEPTION N0. I; (PROJECT BENCHMARK) �` � ''���"^ �'_t �� l w "� � � � �,"<�,,.. �,. , ...��;•� W ,,-�i, .,..��:;•`' "'�,�.. 200709525. i; i_ .. :_ �� �,��•' ,,..<<. ...;..�;..-�' ;,�~�,...���....._�,.�,�-..�....,.v ".,°;a-•....t�;;..���=. ...�`` m �i ' � ��~'' ^ �}` ,.� / <�� �-�;�,.:'� ����->�; °'�`�w-�-.�~~�,���"",� 6. LOT 11 IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF APPLICATION FOR � ' " � i�_•' �j;.� ,;:, ,�• ,.�,.-� �,..'�..:...................::�:::::_:.._`�:...:� `` �;; �f ,�'.•°" � ���' ,,��;�,,,...��' ` .�� REVOCABLE PERMIT RECORDED DECEMBER 22, 2008 AT RECEPT10N N0. 200826843. ; ;,�..,,�i`\.:.•,: � /,, e'�:° ,FC�,_l: ,;�'°' :<,°\•^• \ _.,.,.<_;;'�^,�, / `{'�^`� . :•\ ,.s' ..,=�,°�u'a.�' �"'"`�.,� °\•.'•`�t..._.. ..., II / ,. ;.� ,���:::• �;r . ���"�`�.>„ 7. LOT 11 IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF APPLICATION FOR �; � s' �'` " �� r°' J .�:�''' �` �` � , � / ,.� �.� ,,_:�_�,,�, � ,, �"`"� f`� ;i,�,.\�� REVOCABLE PERMIT RECORDED DECEMBER 22, 2008 AT RECEP110N N0. 2008,26844. �� V `� �� ��"`,r'''` ..�°`°w�,�'`� .����,r=" _ f�--..�;j .<:., � \ `,,. ,�r"�.,,..�°"' ���--- -�� " •�-" �'� .>-��'""°�,� p , 8. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A T1TLE SEARCH OF THE SUBJECT �� �� A ��,.%�'`` .�:�':. .. :���...._:..�._.�: . �„�.. '€ < ;�{.��' �`'�._��`` �� �:� °����° .4�� PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. �� O '� '� ` �' �i;+: / �"~�` � ` �� ' ` / �, ,,�;�,. ,,;�F ��'' .r•',`,._ / � ���.,,�M�,�. �� RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERIIFlCATE WERE �, ��i � / •%"�� i,..� =•'�=J� / `""`\ ���� PROVIDED BY LAND T1TLE GUARANTEE COMPANY, ORDER No. V50026886, DATED Q� . ���1 ; j .�;��%°`N �`�..�''� �� -�'� `��' n-� �h�` ' SEPTEMBER 21, 2009 AT 5:00 P.M. �; '::•r" .t�-,�y' �������""�,��.�.. 50 l ..�� "• �^..... ,•��:... ��,v� \ -� \ t P�. � / �`' .� ...%;�,�'� ,�' . � ,''' '`"- ; ��_r�:� �.� // ��� �� `�J�.� �,,����`' /� �� �"`°°°�..,,�M"`,= 9. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL AC110N ,I .� � BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU_FIRST 1 ' ..�""���'� / /� .�'.'-�� Cj �x '�,� � �� DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACT10N BASED UPON ANY DEFECT �! ���: / �..�� N,t �,. / � IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF � f"�� �� � � CERTIFlCATION SHOWN HEREON. s �� � ..��;� . �Y /� /- .s'' ''�'' / ..�'.:•..;., .>.�" � ,.,,^�:.•_ • r^. �,''w � , / �,,• `�,,.'' � • ��,,...� � ? C i 2 � ROCK RETAINING / .�-�� �~'" I WALL (TYP.) ��� ��...�"',,,.<:�"'' f / ���;�..•""° y�� o, \ � / / ��.��;'�°"' (� �-`';��'' / . ��� � , I /� j ,.�w'�'''��' � � '".�•���, .� � ,,� m��" � � /� F,�,L$ ��` i �"��'"� :\� � � ; , .-":' �� ' � ; � p.s�'N` 9 �.%"�' ��' ��, r�. :f \F'�r'x.. / ,�;~:fi � � 5� �o• i �. >�..:�� � ! � � 3 ....� � S � . i .�.�'°��� ' -�,�, � ' / �'.�'.�,:�-°''�r� -�...-�"' i G�,� '(�� . � i �r z ?'�..�-'� ✓ � � � �� / ' w�'��y'� / ,.�^'C�..��'` � /� �(L�'F'� �fp� // ���.•�a.i�_..'�"', / � ��M � � �r�„ � � // \ ,�� / {,�.�``���`�� / ��� ,��C/ r� �Z`L`� '��(gPG����..r�?`�.".��` / �'� 4 / i�°` � �.�j � �/+�'�� c,6��6��,p��G�� t���-w'°"'� �� e�'��� ' ��t SURVEYOR'S CERTIFICATE � �� O`.'�'��'`..- / J �� ���� 3 `�,...�'� �%i�..� . � a i �'� .,�-�°�: �''°� �/ �� •� /�r:' #��.,���t� "��'' � F I BRENT BIGGS A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF � � �� .^'``�;::::..:�''� �� O( �!�"' �„ � ��'' ,���'" 5' p � i ,, � � � , �'tf � �� �,.` THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS y � � �'"� �� �� ,.-^''"� � ��'°� 6'• � ! / a MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND i /� r„ti;w`l£�...=''` ��� `�/ .�-� ' � ;�'' \ ��� / �� CORRECT TO THE BEST OF MY KNOWLEDGE. ' � / .k'"� �� �4 { �' � � / ,�`� � / ,...��•��,.� �� � �, ���`�' s / r .<.�;. �� � G� 'o. \ / ' �� �,.,� .�.�,.�.�..��.: �..:�w� / ,,, ; ....���.�� � � � LOT 10 .,�°� I� � �. � � °�. °� � � � �i \,.� � i, „"" �, ;.,�� `���. , / � � ,. � -;.°r,� :�.......,.. � � : .°:, � ; � , � ) ASPHALT \ -�� ,� �`� �, i � `w �.�. i � � i �� �,6, DRIVEWAY � ..�~ � �,.� �°° / ,( r°'` �':; / � : f �� '�5:� �\� �0 / '��' ,,,_.-� !� �i/ :;%` '.J"�,'�;�°��;� r~���/ ASPHALT /�!�..� �� � �--3 \ oia�,� o.° 1 � ��., ���°� �� \ \ / � �,......:..<.•_° '� DRIVEWAY � „r" fe� �. \ � �.� � �° DATE: � � " � ��.�� / �`'`�" � ,,,�'� \ / � r' �•• \�.`o� - ,� �i � �,..-� #� �' •�, • � � � � ` BRENT BIGGS ' �, � F . , ��" '\, �� � '{ � , � J ` \ a'� � �� / '"r ' -�"� � j�-„"+m� ��,�`\� OR &AON B HALF OF2PEAK LAND CONSULTANTS, INC. � a ' ,r �.. .l O. /// , \; /�'� _.�'�' `11 p \ ��W. � ' �� i � CJ�.. ..,..��w � +80581 ,� � o i \\\�� / /� � _`'� £ �Q ���'O. ^ /�O �+ �... ...� �3.. } �.w.� f�F'`806 0�`°� It � � ,��. � � / / . 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I f . ������ ���: � ..�•� ' �""�" 0 27 ACRES RFc � � �i �,� 1� \\\\� 0.,.�� .'` `'�"�" eo��s ao�a 2 � Fp OR 6 \ ���� 6 8075, '`�•:;:� ,�`°p°� ADDRESS: 1778 ALPINE DRIVE \ �O qMr F i � � ,.�.� ���' "``s>,:..�` �s a N �������0 $ ,;•o.°,s`� e \ C''F ����� �2\� eo�s o U/� \9 F \ 8 ... ..�°°�.�.�. ��� q 6' ,�� � ����, �����. . � 8�35 SFMFN 6� r SF T ' ' $ � u�r��� .� .�����u .���.���.�� �. i i , ������` i LIMIT OF DISTURBANCE LINE �""`°�\ 8��3 \ (RECEPTION No. 928724) ACK \ \ , ���.�� �� GRAPHIC SCALE ,r ; ��Q�� � $° . � o� . \ 8 S. \ I 10 0 5 10 20 � ���`�� ___ ,�6 � �� $p �n</T\ i .��•"'' �� R � � I 0 � � , ;��`�� a p�� �� FcFpn�N N�Nq\ ' ' I ..� 0 $0 �f `��, � 0 9 F F \ , • � o ( W FEET ) I ; •�' $0 8�35 sFMFH�, � \ � °\ 1 inch = 10 ft. �� � ''���\\ LOT 12 ,�,,, o � . f i .:��`` h � • � �i � � . 1� w ` � � M ! � � Ns � ,� ss � , . � � �� � � �6,, \ . . ,,r, ,, � � � 15.0' �� ..� � � \ � I i� � ' � �4• 7�� �oo,� I � �i � . . �1 i � \ BUILDING SETBACK � � �� � �y � w � V � � \ � I � � ° (� !f� � (/) ,� PARTIAL TOPOGRAPHIC MAP � ' � LOT 11, SECOND AMENDED FINAL PLAT y � � ' S89'41'00"W - 38.39' VAIL VILLAGE WEST, FILING NUMBER 1 i A RESUBDIVISION OF LOTS 10,11 &12 � � TOWN OF VAIL, EAGLE COUNTY, COLORADO �� � �� � � ` a�w� a��Mli I DRAWN: JF REVIEWED: BB � � �w��sr�w,ao�r SHEET 1 of 1 j � I DATE: 06/10/10 PLC JOB#: 1399.1 ' � _ I � + � E �� �_ I� _ _ �, II I � � ( r `z:,„ I - � � ���3��YI�T101�S r . � _ ; ► ' I AFP ABOVE FINSHm FLOOR EY/ EALH yMY LT LIbHT SEGT SELTION � AGGOU9 ALLV�TIGW ELELT FJF.G7RIGV. MFR MANUFALM29Z 5E3V SFYS7i I I O I ADJ AD.IAGINT F1 F1P/ATION MO MASONRY OPENMG SVF SNEET VINYL FLOOriIN6 I ADO ADDEN�A,ADDENAIM EG ELEGTRILAL LOHiTW.TOR MATL MAT821FL SHT SHEET �� _"___'_.�'� �I GA66R Ab6RE6ATE EN6R EN6INEER MTL METAL SNLV 5NELV(E57(IN6) 1� ALT ALTERNATE E(i EfiIAL MAX MAXIMUM 91M SIMILAQ � j� I ALUM NAIMINUM FX6 PJ(5TM6 MEGFI MEGNANIUl. 5L SLJDRl6 i � - -- �x�TE F.�J� �J°'"T MED mG M wC�tiWLTOR 55P L SP��U�R.�I.U%ION[,L./55 ' � ARGX ARGHRELT(URAI.) FJCf EXftl210R MIN MMIMNA 5p SQ/ARE t I A5M AS��CJN A5 PO�'.f I6LE FO F/LE OF M5L MSGELLWEGVS 5F SQJARE FEtT �I I _ _ _ 90R OAS�OARD RApIATON PIN FIN15H NOM Np-0IIVry 55 STNNLE53 STEF�. BM BEAM FP FIREPROOF NIG NOT IN CANTR�4T 51D STANDA�RD I6R6 BF.Vt�N6 FPL FIREPULE NA NOf APPLJLA6LE 5TL 51EEL I BFP 6ELOYV FINSHEp FLODR FIM FIXiLRE NTS NOT TO 5G11.E STRUGT STRL'CIUFLW ,I HOLD EDGE OF GONRETE SLAB OFF a� a�, F� F� a ��� � �„�n�„� i' OF �AGE OF EXISTING 5TONE VENEER; I 0LK a� Fo FIOOF DRAIN �� �„�,� �� �� �� PILL SPP.GE WITH 1 �' GRUSHED STONE I e� wrS�Ew.,,�uHirrs, �b Foo�.,N� o�aH o wwar,.,� s� ���m�s�� CURVETABLE TO TO NEJN SL�B I BD � �N Fa��n� �, ����.,� T�y T�I�pNpNE I 65 60TN 51DE5 FIhiN FURNISH OD OViSmE DIAMETER N 7ELEV5IGN ° � N M C,r' � ' CURVE DELTA RADIUS LENGTH TANGENT CHOFD CHORD BEARING / � � 8��� 6�. b.,�.� P'M PARTRION ,�P ,�� NPYV HOT TUB BLDb &11IDIN6 6A 6AWE d PENNY(rWLS EGT) 7HK THIGK ; C1 17'59'16" 108.99' 34.22' 1 7.2 5' 3 4.O d' N 5 3'3 6'4 4"E °HOT SPRINGS -VP�NGUP�RD° �' / /� f I `GL6 GEILING L� 6L 6LA55 6LAZED T� PL0.9T PI.�STIG T�B TOP6AND 90TfOF�E V �� I �0 C.PB GABINEf 6ALV bALVINIgD PERF pFApp2A7E(p) TLT TOILEf /1� � �/1 � O � �� v �. U ��—y�� I GER GERAMIG 6R 6RADE PL PLAiE TO TOPOF � O � � O { MIN PROM I GLK LLEN2 6TP 6YPFAM PLEX PLEZI6LA55 T TRE�D .— Q LLD GL05ET 6Y0 6YP91M YNLLBOARD PLMB PWM61N6 lYP TYPILAL O m � 0 � ' PROPERTY LINE �O��O�� I U� G�-�TH�+`��"� HDW HARDWAFE PLY PLYW70D U6 UNOERbRpMD j GLYi GIOfHES YVA5HER HD HEAD PROJ PROJF_GT I/NGL UNGLA�D � � f GOL GOWMN NVAG HEATINb VENTIN6 AN� pppp pRppFj27Y UNFIN UNFINISHEO U �� GONG LONGREfE N2LONDITIONM6 QT WARRYTILE UNO UNLE%NOfmOTH6¢WISE �O O ` O � � S�� GJ LONSTRUGTION JORtT HORIZ HORIIONTAL QfY CiUPNT17Y UON UNLEJ OTNEQMUSE NOTED V`� � � � � � I L�RD GOORDN IN�AT,E MW4 NO�TER NE+.TER RD ROOF DRAM VU9L U`,NEIFO�0UI DMG GODE O J � A •N � V� LTt GOIM7FR HT HEIGHT RpA RG17n� yQi7 VE�yT7L/�L O N /�` � �� �� 4 L/5 LdJNTER SINK INLL INLIL�E(D)(Mb) RS ROU6N 5M'N VGT VM1'L LOMPOSITION T7LE ///��� � w LF LUBIG FEET MFO MFORMATON RGB RE�ILIENT GP/E BASE V VOLT � � Q ' NFyV PATIO GONGRETE r - - - - - -t- — vr o,w�eoFirw ir+s� MsrECrois Msrrsrior+ WY 12ETAININ6IWll.L rH w,•sezH��x �> �� � SLAB-0N-GRADE, �,,,.,,�.,�„�.,.,,,.,,,,,�.._,,,,,,,,,�,,,,,,,,,,,,,,�.,.,��...�,,.�.,� � � o��a,��r �o ����o� � � � �,,��� /� > ,, ,.�............ ........._.,. ... .,,..,.;, �/ � � � I f DTL DEfAIL INSUL RL5ULITION REFR REFRIbERAT012 YP {WTERPROOF Y � � ^ EDGE OF CANGRETE TO BE FLUSH WITH � EXISTING BUILDING � � C ♦ £ � / DIA GIAMETHZ INT INTERIOR REINF REINFORLE(D) Y!f NEI6HT F FAGE OP K�YSTONE BLOGK I � g t,�� n�+ o�+�s�+ n ��+* �an�x FEINF012GIN6 0AR(5) wvF r�vu�Fnewc � � DW DSHWASNQ2 JLT JUNGTON RESIL REaILIENT Y'd7W WINpOW � SEWER MANHOLE MH 0860 'j � � FOUNDATIOH WP�LL BELOW � I £ ; NO GH�NG�S �+ �+ � Ki�.n�o� R� �i� � wiTM � � RIM ELEVATION = 8016.6' � s ; � � �� � ��Troi RO RIRdJ6NOPENINb � `�� �I (PROJECT BENCHMARK� *�� NEW 42" HIGH 50LID WOOD RAILING C.� I ` � � � �+ uv UVATORY � s,vrm,�r � woRK� � N iE / � s " � ' , I � s : � s c� � �a , S — 3 — — � -� .� £ � — — — G��l�fi�'�L. �l OT�s � � aE� . , - , ; £ �� jf / �3.� � - �:., 1 I 1 All work shall be as specified and in accordance with all National, 5tate and � ,� � , • � _ _ ., �4, `"''°�----•-----•--- •---�--- .��.-�f Local Godes, Laws, Permits and Ordinances, and shall be performed to the ' � - """"-""" highest standards of craftsmanship by�ourneymen of the appropriate trades � �� � u- - - - - 2 These documents are not intended to include all labor, materials, eauipment, and i( _ j � TO BLOGK WA�LL � > UP (2) 1 4 EXISTING P�4TI0 � services reaufred to complete all work des�ribed herein The General �� , a j / a�, EL 80'12'-0"V I F m 7" R's I a Gontractor (G G)shall verify all dimensions and site conditions before startmg � , � a NO GHr4NG�5 work i' � m - ° a 3 It (s the responsibility of the G G to bring to the attention of the P�rchitect any � �� 4 TO°�CISTING r.OHG� conditions which will not permit construction accordmg to the intentions of � c b ur (L,�N_ 6 ) �ONTR,4GTOR �L gp�� these Gontract Documents (GD's), and to notify the Architect at once if any ALIGN a dis�repancies appear in the GD's, or between the GD's and existing conditions f ,�� P�`RK�HG It i5 the responsibility of the Architect to provide details and/or directions a• R?�ISED SEGTION KEYSTONE BLOGK � � regarding de5ign intent where it is altered by existing conditions or where � ���� y / ne lected in the documents {I (�O Q p� o � FOUNDATION WALL g ; � � NEW 50LID STONE STEP 4 5hould a conflict occur in or between drawings and specifications, the ��� �• �NTRAGTOR TO GONGRE7'� specifications shall take precedence, unless a written decision from the �. � � � P�4RkING �L SO"IO'-4"V I F Architect has been obtained which describes a clarification or alternate method iI G�� . % i / / �Q� O, �N�� � and/or materials 5 DimenSions � � �.�- Q�' PS 9 $ � I � � � � A P.II dimensione take precedence over scaled dimensions ;I �P� / / � � GG SS�O� � , � � � � I I B All plan dimen5ions are to face of concrete, face of stud, and center hne , � p,��Q � ( � �� of column/beam, u o N -F— �'� / / R 61 6 / � � G Ploor to floor dimensions are from top of plywood subsurface to top of � / �,� „��PG'� ( � �� � plywood 5ub5urface, U o N O jii ,��- � O ►� 62`� SE� I � � D Verify in field (V I F)all existing conditions dimensions, locations and site � �p.G � +� `L� C�G � � � i \ conditions prior to new construction i,� ��T���� � a • � � S6 0V��0\ � � I � i� M?�TERI,�LS .�� 6 The G G shall 5ubmit sample5 of any material5 proposed for substitution to the ''{ �Q� /•i � � i� � I � � S T O R A G E � 5 L�. architect for review and a p proval before the work is to be performed YVOrk � ° „� / � � i� �� � shall conform to the approved samples � '"' �� � r � � � � �i � '1 The G G shall submit req,uired Shop draw(ngs to the Architect for review and / ` �t / �� �Q/ r ` ; t \ �� � U�'i��fi� LEY�L �LOO� �'L��l approval before the work is to be performed YVOrk shall conform to the v � � � approved shop drawings � Z I° �r /•� � OI � ` ��G� j� f'� ji Jf '� � �i� � � 5Ga16 1/8" = 1'-0" 8 The G G shall be responsible for the safety and care of adJacent properties � � � , ' ` \ � � during construction, for compliance with federal and state O 5 H A regulations, n1 � f � Jf f� ;` ;; ;f`<` f� �i GRftNE STAGING \ � and for the protection of all work until it is delivered completed to the owner W { � � I � � f f f f J j f f f � DRIVEWAY AR� \ � 9 The G G shall verify and coordinate all openmgs through floors, ceilings, and LL � � � � � ( . f' - f r ° %� f f� , ;" ; f < � p i wall5 with all Architectural, Structural, Mechanical, Plumbing, and Electrical � � � 0 � � � ; ' , ' ` f ' � i � f ' ` ��' � drawings • NN � s, � ASPHALT � tr < <J' 1� � ; : , , f f r ' � � �� � 7o The�ob 5ite ahall be maintained in a clean, orderly condition, free of debri5 and (� � ��� y / DRIVEWAY � � j j`' �1 r rf j: f 'sf/� f fj fj ;' f` f; :/f!Jf \ � � l i t t e r, a n d s h a l l n o t b e u n r e a s o n a b l y e n c u m b e r e d E a c h 5 u b-G o n t r a c t o r 5 h a l r •O � ` C ) •�, ` i '� ; f r f f f , l f� r� i f t j � i C )� /� remove all trash and debris as of result of his/her operation upon completion of � � � C'7 i; SANITATION FAGLITY 1 ✓ \ ` i` ;' r.J '`� r f' � f f f 1 f' f 1 f' ' f� F � /� ( � � his/her work ^' •� � N ; C � , ' ;� f f ' f ,f ,' ; j t ; ; ; f ' � :' � ; : � �� � � � 11 T he G G 5 ha l l per form all phaees of construction such that all new construction L.L � �'i � j' 1,��01 ! ; ; ,f ,` rs ;� ff f f fr j J: f` ; f' ;` j ; r ` �i V�.. ( +8p5 8 1 / fits flueh and seamlessly with ad,jacent exfsting conditions, and shall not � C� ,� � \ s r ' f s` � � r r �i J f � i f: f � (,J� \ � � e n d a n g e r a n y e x i 5 t i n g c o n d i t i o n 5 o r o t her wor k nl = O � �� � ' {f '' `f ' ,f f! r� s f< j ff j ; ; j ;' � f ' 1 aos �� 12 The G G shall provide all necessary blocking, backmg, and framing for light W � � � 0 .p � i t , f f' r� f , f� r r, , rf J i / fixture5, electrical units, AG ec{uipment, recessed items, and all other items as � _ N � r- C f' � ff' !f t ; 1 f' f fr sf r ff s f j f f J j % r � � C � re q,uired Q �� � � r , s ' 1 I I � � � 13 Provide amoke detectors in accordance wi t h t h e 2 0 0 3 I R G -�— � � '� , r�' f ' ' ` r, f r � f 1 r ? � fr f f � O i C �\ ; !� f � f 1 s tf ; rf� ,° , i ; i i f 1 JJ t s : f f s J � � C � 0 6 4 1 1 4 a l l c o n s t r u c t i o n, s t a g i n g, c o n t r a c t o r p a r k m g a n d m a t e r i a l a S t o r a g e s h a l l b e � _ C � 1 C � � � confined to the limits of the existing driveway and the immediate perimeter of O � � � Q (, �� / ; !, jr f f !% f� �s ; j j {J f r f j f; fr r f f J� � �� r rr f ; r f � / s� f t rf f� ft % j if : ! ; / 1 : 1{ � f s� � ,`f f ° l f s Jr f j� f � fi f 053 � ' the existing builcling All activity performed as part of this pro�ect shall be L � U � . � i� 1 � J ; r ' . t f , r t ; ; f ; 1 ,� I j contained on the pro,Ject property ' ^ � } � � •� � � � ! f' ; � ; ;FXIS T I N� B U I L D I N G ; f- ; f f� ; ; ,J i ; '� f ; rf J f ` • � / 1 5 G hange5 to t hese Gon trac t Documents shall be noted in the fleld and maintained V � Q � I� , '� ��� ,� ` �` ; r' f N O G H�N G E S r' ,f ff ! ;' l` f` ; % `� ;" ff j i ; r; i < 5 9 ( e o s ,` o n�i t e f o r t h e d u r a t i o n o f t h e pr o�e c t f or cons truc t ion o bserva tion -� 0- � �� 1� � / � s , J f , ; f ' ; r r ; 1 f r ' 1 ' ! : 1 : , 1 f { � f , ' i r j - O60 � /% 16 As-bwlt drawmgs will be provided to the Town prior to the issuance of a �� a�4' � , r r r 1 < f ; s t ! � J j i i r t ' f � t r r ��� / f J r ; f f � f° t ff 1 � j J f� J ff , , !F j f i° � f � f f ff ;8¢66,:4, ,l � 80689 � Gertificate of Occupancy ' ao4a� �' � 1 . ;' r�/ ; sf f f`� r� i' ir , ' , f! , f , rtr ;j ! ? 1f s� ir f° ? ' ,f r �� r j ; � 11�2 � 8067 8074 7 / 1 J , , < ; ' ; s J f f �� ;' f f/ ; J� f � r ; � �f' f� �j J 8�&'0 t J � I� i s 1' s� j s r f � < ; � i ! ; : f� s� t 3 f ,f ° � r; f 8Cl6�0� rr r f f ...._�,.. ,. 8067 8076 5 �� I� 8 049 � ���± r j° J f f ��� sf' .f j jr r�rf Jj�rr�� r jf ff fr ;r t rJ i' ft� ; f ��6�.7! ff s ff , ...��Rw�.�.'ti 8080 7 �� G��l�fi�'�1.. 5 I T� �I O T�s � � !Z � � . � r ,'� . � <` i ; ;' r .f � ' - f .` i � fj . ...... � � � ' /� r 1/ r f j F < j r i 1 f , r � J f ,� � ....�,_ 807 4 `/'a RELOGATE EXISTING TREE i �� � � J 'f " : / i r s 1 1 ; f : f ' f % ' � .. -"'~ �r � � / � J ` ,� , j ; f : ; s i ° i r r t r ��""""'�-._,e�� 80747 i.�' 1 The General Gontractor shall provide erosion control m conformance with Town � : � r , ; f J r f , f` s t ; 1 -/ i . , r, 80763 of Vafl guidelines �/� ��� � f ' ' % ; J J ; r� � i BQ$9;9 ' f: J ..m.._w `"-..a,.._....,r �' �� Q�J6 - � ��'sf_ � l , r ; � : ; I j J ' s ; f f - "°�•�- so8o2 2 o m e contract line Do not disturb any existmg trees , `�°�� . The c nstruct on li it line is th � � i � Q� r f , . � t , f r , ,.w.:_ ....... 8074 5 8078 6 /�� i � 1; � i�r��� B�4a5 ; f � r , r f , ,�����; j f -..� '•-•�d...,�. � /�///� or vegetation des(gnated to remain or located outside of the construction limit 'I ��j� , f r :` , r , , f > �•p...„a�`"""°-�•• a o 7 s� ��,/,� l i n e w i t h o u t app r o v a l o f t h e o u m e r a n d T o wn of Vail �i � �Q i�� � �: , , f ; <<: f� , f, (J , f� ��..,,� ��•.-�.��' e o� /�r� 3 The General Gontractor shall verify existing site information, including ; � f`f % ,` :f , J' � ; f " ' �.� '~,� �///��'� , structures, utilities, property line5, limits of roadways,and curbs and gutters i $p 5 a� - � �\� i ,�� � . /y � ��� f`(j ff f r \�C7 Q �f��;� so7se �,� '/���� � � I that may affect the scope of work prior to begmning site construction i/� � � •. ��( �`J ../ e o�a s �, 4 E xis t ing u ti li ties are in dica te d for fn forma tion on ly an d no t in ten de d to s how LIMIT5 OF DI5TURBAIVGE � �' •� � ` s 9/ /�� +� eos4 s � / I\� '�! . ✓� f f - `..•.•�� (��' � //�/�� \ ! exact location The Archftect is not responsible for the location of underground PROVIDE SILT F�NGING AT / go 4 . .__ � ' ,,//� I u t i l i t i e s o r a t r u c t u r e s, o r a n t h i n n o t e h a u n o r d e t a i l e d a n d i n 5 t a l l e d b a n 5 � .. N� � a Te,/ � y 9 y y � ��'"'^°-° other contract The General Gontractor shall locate all utilities and maintain the �' ALL DOWhI HIL�+SPEGTS �6 _ , 8 71�4" �' //� � $ // ��°�� --��. �- �,� 8080, ° 155U6 Date '� 4" EVERGREEN TREE J���f�� � � � � �..'�'� ����--.!��'" ✓ �/��� \ \ � \ l o c a t i o n d u r i ng a l l p h a s e s o f t h e w o r k T h e G e n e r a l G o n t r a c t o r s h a l l b e �� (T Y P I C A L) ~i� �� �/ e ���-r� "'� o��.t y��� LOT 11 S�V S 6 o I res ponsible for an y dama ges to utilities or st ruct u r e s a n d a n y i n�u r i e s D R B 5u bmission 0 6/1 5/1 0 �I gp66�"'�� � � � _ � 080��%/ � �7[� S S , therefrom Restoration of any utilities damaged by the General Gontractor shall � J/ 0.2 7 A C R E S � R F �' � , b e a t t h e G e n e r a l G o n t r a c t o r's e x e n s e t o t h e s a t i s f a c t i o n o f t h e o w n e r Sui l din Permi t OS/19/10 ��������..������,,,,, � 6��= �� �� f� eo71 s so78 2 �� �Fio 0 OR �6 ' S Gonform to Ea le River YVater and Sanitation District s eGIfIG8tI0Yi5 POI"56UJeY' g i „�„//i� �""������� �� r 5,� � � ADDRESS: 1778 ALPINE DRIVE \ �/ q� I g P � - / ��8o7s s �''/r \ q � c N ,; ,/����� $ '���� � , � eo�s.o/ ���/" ion Provide 5ewer cleanout with location to be reviewed y own � � cons ruc b T �"� y //J \98�Fqs 8 Engineer j/� � ������'�"�""` � � ���� 6 The General Gontractor 5hall provide drawings showing proposed utility service �� ���//r � �iiiiii� aii iiiara�r�iaoi�.�'°� �/C�iN� SF� 3S FMF�T 6 6�' �� �y�i'/��' NEYV GONGRETE Q13� �� � i J /� / LIMIT OF DISTURBANCE LINE T6qc� \ � connections for the Engineer's review prior to construction a� l, a � / / / \ (RECEPTION No. 928724) \ 7 Road cuts and any other con5truction in road right-of-way shall conform to } /// SLaB-OhI-GRADE a0�� / i � �` Town of Vail uidelines �� /%i PI�TIO FOR HOT TUB tJ/ � / /ti � \ \ \ 9 � $�7 � i , / / S' 8 All compaction shall be in accordance with the 5oils Report prepared by the `l ���� 0�6� � i i / �(�\ \ � I Geotechnical Engineer y///� $ O-��� �� ��/ \ FC p� �� \ \ 4 Provide written notification of all discrepancies between existing and propo5ed � �%� B �� i $0 � 7IpN q�Nq� \ ,\ site improvements ` �� $ .�o� 0 Ho. 9 F F \ � � I 10 Gontractor(s)shall take all nece5sary steps as reauired to properly protect i �� \8�`�S SFMFN\! \ � 11 Th se draw ngs do not srec f dsafet nm terials,etuaGment, method5 or � � T \ P y y a P � ��� LOT 12 0 \ \ \ seauencing, to protect persons and property It shall be the General � � 2 "�� � Gontractor'S responsibility to direct and implement safety operations and Job numbel^• 1002 \ procedures to prote�t the owner, other Gontractors,the public and others ° ��'� � 12 All work shall com I with all a licable codes and ordinances � \ p y pp Drawn by. mpp � _ _ \ \ I � 13 Gontractor(s)shall employ a licen5ed surveyor to establish all work lines 14 Gontractor(s)shall stake out all area8, including walks, pavements, walls, pools GheGked by• mpp i �6`j S � \ � and fences and shall obtain the approval of the Architect prior to proceedmg �' with the work Drawing Title. �(j'''A' ►�j 15 Gonflict5 or discrepancies with grade5 shall be brought to the attention of the i �'{� � \ 15�• Architect immediately and prior to proceeding with work 5ite Plan � � � 16 All fini5hed grades shall provtde for natural runoff of water without low spots or \ pockets 5et flow linee accurately and provide a minimum 2 5%gradient unless i ,4 ��' \o \ � � otherwise notes G R A P H I C S C A L E � \ '� \ B U I L D I N G SETBACK � ^ 1� G r a d u a l l y r o u n d o f f t o p s a n d t o e s o f a l l p l a n t e d s i o p e s, u n l e s s s h o w n o t h e r w i s e ' �p in grading details ; 10 0 5 10 20 \f f� 18 Grade away from all buildings at a minimum slope of 10�Yo in unpaved areas and � � \ � minimum slope of 2�o in paved areas Sheet Numbel^. � - 19 Gleanouts shall be provided for all �hanges in Ifnes and/or grade or the sanitary � sewer service 'I ( IN FEET ) � \ cn � 20 Gonform to Town of Vail standards for water construction Maintain 10 feet o min(mum separation between water and sewer underground service pipes 1 ineh = 10 �t. \ � � � Maintain seven feet minimum cover at underground water service and assoc(ated �� P lines New curb stops and service linea shall be installed for each unit Gurb � � �, stops shall located on the property line in a spot approved by the Town Public � 1 � 1 i� � �� ` o YVOrks Director �,`� - - — — — — — - - - 21 If utility connection points are not known at the time of bwlding permit 51T� �'L�1� S89°41 �����W — 38.J7� submission, locations to be coordinated and approved by Town and service i '� provider5 in advance i5cale: 1" = 10'-O" I � I - - - - - --- ii �1 i � � ' r i � I ' � � � . 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' Cap Unit Secured with Width: 18" 1.The leveling pad s to be constructed Width: 14"/8" f O Kapseal Adhesive or equal �Depth• 12" of crushed stone�r 2,000 psit �Depth: 12" � i � � . a:r . . ,;---�-- --•-:.-. ----.- Height: 8" unreinforced concrete Height: 4" GENERAL NOTES• � � � � - _•--�`__-`.__.j• ' � _.' • ''_ •.%!, �We�ght: 93 Ibs �Weight: 30 Ibs . I , � � F-1 ; _y �� ,''��-'� 1� Keystone Century Medwm Unit 2•The base foundatim is to be approved 1.0 MSE Wail Materials � �,_ : -�- Wall Unit by the site geotecYnical engineer prior � , ' '�, �Width: 11� to placement of th,levehng pad. � 24" ��� �� Unit Dramage Fdl � Depth: 12 a � � 1.1 Backfill soils � i ' � � ���� Height: 8" F . _ ,s . _ - , � � , � ; � , � y_ (3/4 Crushed � �Weight: 58 Ibs � t � � 3"of Sod Fill is Required Befinreen H �q, 1.1.1 Reinforced zone backfill shall meet the following gradat�on. w , � �_ �? 8 Rock or Stone) . •_ � tt`�� � � _ , ,_ _"! f� , Ove r lapping Geogri d f or Proper S i e v e P e r c e n t P a s s i n g I ' Reinforced Soil _ �: ��^ � � � Small Unit � - _ ,. : • , �'".,.°";:;; Unit Face Anchorage(Typ) Additional Geogrid Overlap 3" 100 � � � Approximate--�'� �% - 1/8 -1/4 v� • - , 4 .: -- :�' .;i; ��;."•� . 1" 30-100 •� Limits of _ ,�_,,,, _, �, r � �� �� ,� a �ep h: 12" � � � -- ::: _;;`, -';=_�.:�,�; Additional Drainage Fdl �end Wall Height/4 H � I , „,,,,,,,,;, No.4 20-70 O � � � Excavation '��� 8 � Height. 8" .. '� - � � :, " "'��' ' �j< "R'�`•- " - Extend Wall Height/2 ��,������� ����;, "� .� �� � " �� No.200 0-40 � t� _; ,�;-_.•,. • p �.��� � �Wei ht:- -37 Ibs , , .:. �"' .. .;`. a';. � � I',�;,;��� , ,' , ,y,I;, k; � F,�r;ii, �� i ; ,���'' I � Grid De th �,,�� I 9 ''� ti ,�•, :=,. •. ,. ��;;": .� �'(I�'�I �t,�;i;�' ' ` �' �I �r ,�; � !� i�„i'�I i'�,'` , ' ,�, i �� .: �' ' -. _-- _ - � � i k�, ��,,,i, ,�, �,i, i � R@tc1111@(�501� ' �r..r � ��� +v'� �' �'i� `' <<� '1 . , �,rn- "i�li ii,� ��il � ���� h�� L ii�l'�''�� � `�� "' �•'. . ' .' ,:�`.•' ` I i, �����!�'�� 1.1.2 The part of the backfill soil passing the No.200 sieve shall have a liquid hmit less than 0 �%, /�Finished Grade _ ' �'� ,- � .._; ;ti..',:�;.:;.:''�.' .•,,_. , _ -�_• .:�-___ -- � _ - - " ,� �I ��� , ��,<<,�,;, ,,, ' � /. .' r �� \ _� K •'fr% ,�„ .•• i• � , _ _ • '" x.�-i}-- _ - -- - - '� Ili���l i i�I I i��I ���I��i�I�I�IiII Ilil �I I I I i�i i�i � �r _ � - s - _ �ti, „;,..�,:�=`y, �• :;.''�',. , , , . � h z--__-_ - _ - -_._ -- ;r-,<,.,�,;,,, _�_� -- - _v., .',� .�i, - 35 and a plasticity index less than 6 when tested in accordance with AASHTO T89 and T90, W Q.� � , 4 Perforated PVC '� �r � ` _ - _ -_ -_�;,r E - .,,� �;������� _ _ ,� _ _,�. , ( -� ���� ���,.. '� _ .� � �� =•� '� -•:- . . ` �_��� - - -- H / 4 - - - =�-�� `�=-�s��.�r..��� _ .� ,���� ��-� � ,. ��.� N i - - �:� �Y'' =s' �"�• , _ ' - � x« - -- _ - -- `�'��i;r„S 3-k�..�.N.�.s��'_..�5�. .�uy�c�� ...:;i�4_":�:°•��,�.;=:-.�-�, C@SpP.CtIV@��/. Draina e Tde ` ��, Reinforced i� �.._;•:. ^ •= �� -___ �=�;e� f �, �,�, s�: � ,a.�"� � °;� �� � �„� �--,� � g _ � - �, �_ I � �" ,.. , :,:,.••• t . . _ - ' = '-�=_- - �_ _ - � '? ���I�F -I.-� r��,n-_ 3:r fl+�a� I ,�:�rt:v�,�,� ���'/i I/� \ 1 .Y L^.✓ I � N �'�sS at i � I.�(r� ��R �m�- � 1 I I ��= i i i i� �� .'•;•--. R. ��.• �'.�• , %', -- _ _ - - - _-- ---- ---- - ------------------- � � ��,�,,�. soil 4� ,.�,.r, .';;,,�.. . , . -- -,�__ ___-_ __--_ � , � G.� M � '`., ; -�. , _ _ ___ _ w�-_�, 1.1.3 Reta�ned zone backfill shall be granular matenal consisting of at least 50%sand or � � � �� . _ ,,.. . - , --; - ^- -= ==- _:=�,��=�� Drainage Fdl r�� � Unreinforced Concrete Excavation i ����-�- �. �r '� ��' , , •_ � -'-,'� - - ,-- �`�"'�` ' gravel vwth a maximum particle size of 4"and the fines content having a plasticity index of � I-+-1 b�('V Q,� � •, •. , '° " s� � � , � �u,�, . _-�r,<_�-�_«� F-1 � � � "`. ^�tt...r� `•�:v�� f . ``_ ���1� ^� 1� � �, ,� , ',�t�'1�� "`�°�': �� 1. Check with manufa no more than 10. ' . ��� �ii� i�� � i� ;ill'i,..�:�� "��-_ �r� ° cturer s ecifications � �""� � or Crushed Stone Limits � ° :< - y ; , , . .� ��. �,� - _�� r�., �;,; ;�, �'� ;i � � , ,� ` ; Foundation So�i Levelin Pad ,v:�. ` , - ` �'`�``�'�� - �;: ;,'' ' i �--� - �- "� � , 12"Draina e il ,� „ • �� H / 2.� ��_.,-°-r �� 'r''� �� ' '� a�{"�Ir� 5-4f..._�`{°A� � p o 2.0 MSE Wall Const c � '� �i �f� ' g F I � ,�� _ i;� _ ���°�'��� d' ec o 0 onentation f r ru tion Sequence 9 � i . , � i��f ��I �I�,!'''! ' ', ��;'� ��� t'� �� on correct ir h n f •� (`�") � � � i '�-��: �-``_'__ � ,���� ,,;�_ ,�; _,u�:��_ --����=' ���� geogrid ta obtain proper strength. �' � � � � � � t ^ r - � �s=»- _•?--i".= t 6"Crushed Rock or , � `-�"� ` � `�'�� - 2.1 The MSE wails shall be founded ent�rely on competent material. The foundation shall �j � N � �-�-�I ; �;��:_.�.-v1��i s:� ,,-.�.t,,`�.�. `�i`j�����";�:�;t�:J �� ��, ' � , �, �.-$�������.����i�n � i€�,{�,,I �.��, _ ��z ,�,�`�.�. , 2.Comer units recommended for outside be over-excavated so that at least two fac+ng block is buried below final grade. CC3 �+ OQ Unrefnforced Concrete � � ' i ' Levelmg Pad �� �� `� H r2`� comers. Avadability May Vary. � O -.--� � � Typical Reinforced Wall Section � � � .-.��'Q � 2.2 Install the drain plpes as shown on the drawings. � � � � r l � Century Wall Unit/Base Pad Isometric Section View Geogrid Installation at Corners � � � � .e .. 3•� � °�. �'r r<�..,�� .-.�::.,.`..` `...i�,��F�� '..� fs.°x�t.': `� �`..f ;,.,,�� u.. e'..,.,..: ' i � �Dimensions&Weight May Vary by Region 2.3 Reinforced zone and retained zone backfill shall be placed in lifts no thicker than 8". ! O � Q� � „ - - -�- - -- _ _ ___ , __ _ Backfill shall be laced in honzontal layers and compacted a ainst honzontal surtaces. . � ,�- --- , -- . - - - - - . . . . ; � o � i \ � ' - ' ' - ,�� ' � � ' � ' -- - - - - Only hand-operated compaction eqwpment shall be used wi hin 3'of the back of the facing � � �j i ' 1 ; , ' �� 1 � ` � , � ,' ' � � � i - � blocks. Backfill should be placed and compacted sequentially from the facing blocks to � � � � � � � � ` �� ` � � ' ' ' ` ' � the back of the geogrid reinforcements to aid in geogrid tensioning. � I � ,` 1, I l i I !' � l � i � J�� f I / � � � _ ' _ _ ` _ �\, � � � � , ,' , ' ,' , _ , ,` ,` ' ' ,' ; � � � , � _ 2.4 Remforced zone and retained zone backfill shall be compacted to at least 95%of � 1 � \ ' ,' � ,` ' ,� , " ; i � ' ` , ,� ,' , �� , ,; r , �� , ' ; � ,' � - - maximum dry density as determined by the standard Proctor(AASHTO T-99}at optimum � � � � ,`` , _ � ' ,` ; , �` 1� ' - � 4"Cap Unit 8"Keystone moisture content t2%. ' i � � �,� ,' < < ; - , � ` ,� , �` ' � ; ' ' � ' �Unit_ _ __ -� � °�°,�- -_�-�.. .. w (' r _T �,��.f�.s�����,: �.° � , , 1 __ _ _ _ ��;��=� _ ;�� 2.5 Install the levelm _ _ `�;;K;._r� g pad on compacted backfill as shown on the drawmgs.Use crushed � .. � \ � � , , � , ' , ,� ' ' - , - --- --- -- ----- � � o ��{- - , rock or unreinforced concrete for leveling pad. I � O ��, \ ' � , , ,' ' , " , ; ' , , , , -----r --,---__--____ :� �:£,�,;,�r ��£==�="�"<�-:� � 1 � � � % , , � � m � � r'-•'` � � ' - � � , r ' � � � _ � ' , ' � �� � ;� � � -�"----" � � � "� p` 2.6 Place geogrid reinforcements as shown on the drawings. r � ` r»rne I � �`� `` � ! �� , , , ; � , l � � �� r r . � , � � Y "�_�' l ' � � ' � i , �� ; , _ ._,-�'.�.�.�-�m„C��`��^�rl`.€.:<�'��' '� 'V ' ; ` �'; � � ` ,� ,�� � ; ,� r` � ,�� � � � , , - i ,� ,� , � , � , ' � � � ' �� ..���=�`�`�"�°`�''�`�```'��"� °' 2.7 Geognd reinforcement length as shown o t e � , , , , i c n h drawings is measured from the front of � � ; � , ,� , , , ; , ; �`� , � �_�.� ���T��.�� m Centu Wall � � / � � ��r ������ �,- Unit Ele g b oc s to the back of the geogrid. � � � ' , � `�'�'-`��� .� ry the facin I k _. ,� - , , , , � � - � � �� � ,� , i � � 1 � - � � � vation , , � , ,� , , � � , , � ' � � � ' ' � � ' ,� � � , ' , , � ` ,' , ,� , ' , ,� ,` ' 6"Crushed Rock or 8"or 16"Step 2 8 Track vehicles shall not be operated directly on the geogrids.A mirnmum of 6"of backfill `�`�_ � � , � ' � � � , , - , �� � ` ' % � ' Unreinforced Concrete - �,` . � � �-," . - • ' ' ti . is required to operate track vehichles over geogrids and tuming shall be minimized to avoid ` � � �V � , , �� ; t' ' - , , ' ,� ' ,' ' - , � � ' Leveling Pad ,�l� � ' .a'�Y � � �1 ,�� � . displacmg the geognds. � � � - ,�.. � , , , , , � � , , , r � ; - � � , , , � Elevation � , . ;� �__ � �- ' , ...� �. r , , '`� , 1 � _�� . �,�J.�, r . � � ;"�.� � '� ,� ' ' , , � ' , , ' ' � ' � ' ' , `'� „ W 1/2"x 51/4" __ =�=�=�=T-- ---�- - -- _ -�-�.--^-�-:y 2.9 Rubber-t�red vehicles may drive slowly directly on the geogrids if necessary. J , , � ; �' , , . . .- • ---- -�v^-- - . • , > i � � . a + � , , r s . . . � - - � � , � ' r` ' � � ' � ' ' f Fiberglass Pins < ' • ' � - ' - �. . .` t = ` �- '= i � I I � O (� � ,' � ,` � � , % ' , , �� ," � � � , �-� ;�- Is � 2.10 Geogrid reinforcements shall be placed�nnth the machine direction perpendicular to the j � � ( � 1 ' , , ;' , E Front Face � � Z ( _ , , , , � , ; , , � � ___s � - Geogrid is to be Placed on Level �- wall face. , O �J; , , ; , � � ��, , � � � ' � - ' � � ` ' � � � � ---- � �- Backfill and Extended Over the i , � , 7 ,-�. ��'��� n � \, � % % % a-_Q � -� Fiberglass Pins. Place Next Unit. 2.11 In convex wall curves,overlapping geognds may be placed if at least 2 of backfill is H � �' ` ' � �'� ' ` � ' � �� ' �' ' `�-�-, _� -°.__ „ Pull Gnd Taught and Backfill. Large Unit Plan placed between overlapping geogrids. , QA � � ' ' ' � ; + � � � �� , i ' , , , ' , � , , r ,� ; , '-�__ ��-`-- �` - W 12 Stake as required. �, -. �� ,,-' , � , , ' , , �� , r` ,� ��_ `-,4- _ 2.12 Permanent surFace and imgation water diversion is the responsibility of the awner.The � � � �-� ;,� , , , , -��_ � Section � \ ----- � --- , � � �' ' ,�` ��' � -_ backfill soils should not be allowed to saturate. ` _,- _- , _ , , , , , ; ,r ,; ' i !, , � �-_�� �- _ Grid & Pin Connection - -- -_ _ , W t�` } �`,��` ,-�1 , , � � ; , � , � , - - _ --- Leveling Pad and Cap Step Detail � � 3.0 MSE Wall Design Parameters � � `� �\ " , ' , , , � '�_ '� _ � --��'- , � �; \ , , � �-_ � _ , , ��'- - _ '���_ ,� � '� _� (.I.� � ��, , � - ' ; %� � �-- � --� *All dimensions are nominal and may vary by Region. " .=�� 3.1 The MSE wall has been designed in general accordance with procedures contained in � I , -� , , , - . �' ; \ .�i` , � ; , �� f� -v�_ All units not avadable�n all locations. :"'�` ��T the NCMA"Design Manual for Segmental Retaining Walls". I � �.-s __ , � , , �' _ _ - _ . r ,_ a � . . ; I , -+ - .G , _ � ' ,\ ; , , � ' ,� ' � ,' �� - - - -�- , * „ „ „ y ,_, � _ - °T°_ � �. 3 2 The following values have been assumed for sod/rock design parameters: - - - - - - � �l ' ; /' � 8 x 9 x 18 comer unit ma � _ __ _��� ____ � , ,� � , ��.�_ "� _` �. �- be substituted in the absence F - - ° � � Y SEAL � ✓`_ftr E � .,�- ;; �' � � r" �� L� 8,�,�, of Century Wall 90°cnmer unit �. Medium Unit Plan (deg) (ps� (pcf) ' _�\ , / � � Retained zone fill 28 100 130 , � + O RE � _ .\` , ;�,�-�'=-`\.` ��� Reinforced zone fill 30 0 130 I .� .� - •� �-�__ � _ -- > � p Comer Unit Elevation �Qo �sr� \ � +� Ca Unit Elevation � �v o ��ol;� � ��` r,� '�� d -_� � An experienced geotechnical engineer should verify the above design parameters during .��u�'i 38549 � � �,t r��' � � ___ a � -�, _c� `�- __- �' i _ _ � , _ .'.:. _ c--: construct�on. � o�� � t-=' '� - �' -- -__ _ - 1�1 � > - - .��- +} � .�a� o°�� � » ' � `_�i `_`� '_ - < ., �,z� 1� �• , •• � � EVERGREEN TREE _`� `'�`-'= �� , --- _° � � . _ , _ � . �` � '� ` � � n ��� � � � � 1` � :� � ` � � ` 3.3 The groundwater table was assumed to be below the retaining wall ,` � S� NA � � - `"�„ .�� � - - - ---, ' - - -- - ��.. _ � � � J � �� ' �-.- 3.4 Factors of safety i � (TYPICAL) �, � _4 a - _ ,- � _ _. a �_ t . � � r 3 �, t � . � _ =� � r .; -------'------- -�- ---r----- --_�. - -- - - g �6 � - I j = - ;� �- - � - - - - -"� �. �. ,,. 3.4.1 Global-FS=1.3 f i , - �� _ _ � � 2 - _�.,�_r.�»�-_�. ,-' � .� _ - � A �<• �,. � _e�_ __ _ _ _ � r•�` � � 3 4.2 E�ctemal ; _ __ ,ar � - ° _• _ � ;_-- -� �� _ }s�° Corner Unit Right Plan Comer Unit Left Plan Small Uni1 Plan , � � - - h�� ��","-=� `_' �, _ ,?� '- C8p Unit P1a11 Bearing capacity-FS=2.5 � � - 1 Overtuming-Eccentricity<=B/6 � O � � � � �'� �� ` - ",o�� _ - y -- ' �� " . � - »_ �\ >' � , -._ ,n _ w- - o Shdin -FS=1.5 � � _ __ A_ _ __ ,; _ _a w�__ _ ___ ,__, _I -_ __ . � Universal Cap Unit Century Wall 90 Corner Unit Century Wall Unit � > - Fa=.R�»s , -__ _ ,_ , �.�,_. _t:_ _- - 34.31ntemal , � � � � ' r�,� . LIMIT �F DISTI. , � � O M � ..�.- - L. (R E C E PT I 0 N N c Pullout-FS=1.5 ' � � pp � i �. �. � �-� Tensile overstress-FS=1.5 � 4�-- � �-� 8080 8080 Geogrid strength reduct�on factor-k=0.16 r O O �• � � RL=6' � � � .�- ,-•.-- .� S� � `{��`t,�; �j '`"� ���,`,�-� 3.5 Surcharge loading=300 psf , � � � 1 ; , �: .,` �T�� t� .�. � c� ' �. R �T y TW 69.83 3.6 Se�smic loading=none ; � � (n '� 0 ! I `'-� � " �' �C�i� � � 8070 Q � � M � � �. T� R � _ so�o 0 ,--:- �. t� � � � ti��� ��-,. � n',q�/'/q ; _-- 4.0 General Requirements and Notes � � `'''-`,,_:�-� � ��� � ,V � �''�-t______�.._,___-_��r=, ---'� � � `��_� ` -`�\ O. � T , -,----r;=r'-� BW 68.5 � � , � ` 9� �.q S 4.1 Wall geometry used in design was based on plans by MPP Design Shop, Inc.dated ` � � 1 \�� �`3J^ �� � BW 64.5 6/15/10. � � � � � � �'�-�.� FNT , soso soso � C� t6 � � 4.2 This design is valid only for this site and is to be constructed by Dantas Builders only. y (� � � 12 � �-�. o o ,a 2a 23 _ _ ___ _ _ � �' 4.3 Others are responsible for field locat�ng all nearby ut�ht�es. It is our understanding that � � \�'�. REVISIONS �•�_ R E TA I N I N G WALL there are no ut�lities conflicting with the wall excava6on or geogrid reinforcement locations. ' � � � � ELEVATION VIEW ' � � ` ��- Scale• 1" = 10' 4.4 QA/QC is the responsibdity of others. � _ � �_ • � � RETAINING WALL ; � , PLAN VIEW RETAINING WALL LEGEND � - - Scale. 1" = 5' 3 � Miragrid 5XT Geogrid or Equivalent - I TW XX XX Fm�shed Grade at Top of Wall � � � BW XX.XX Bottom of Wall Elevation + � PROJECT NUMBER 10-009 ! 1 ; PLOT DATE 8t16/10 � � RL=X' Length of Geogrid Reinforcement DRAWN BY C�T � � �� 20 3� I CHECKBY CLT , � � f SCALE VARIES I - - SCALE IN FEET __- __- _ __- _- _�_ _ _ ---- 'I � � , E RV1/-1 � � - - - - - - - - - - -- - - -- - - ------- ----- - - --- -- � -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- - -- - - - _ . ,, ���gQa i���'f�� �000a°°a�`���`� a,�� � � �� o ��� � o �°o o��� o�e��`�esos������ � aNAI.E�� � 08/11/10 _ � � � Q N .N O � � � O � U � Q o 00 00 Z � � U � � � � OZ � � (� � � N � rnrn � Q1 � W J.-..-. Z � � F- ~ OQ Q 'L., � � F- � IL �- � (D (n _1�� J � � � � � O � U � � ,°n0 °i �i I I � � � � � i � rnrn I I � � mornrn � r.r. C - - - - - - I - - - - �-- - - - - - - - - � .� oQ ° Q � v� � > °.�'� I � (E) T 0 W = 8062'-6 � (E) T 0 F = 8045'-8 I I I I I � I I � I �(E) T 0 W = 8060'-0 � (E) T 0 F = 8045'-8 I FILL SPACE W/ � � - - � -- - - � I GRAVEL I � 6" CONC SLAB W/ #5's C�? [ _ _ 12" 0 C. EA. WAY CENTERED i � � � � IN SLAB ON 4" CLEAN � _ GRAVEL ON COMPACTED (E) T 0 W = 8071�-g3/4 STRUCTURAL FILL. r ------ -- I I I (E) T 0 F = 8050'-8 � 1 I rT, � S1 � � � � F-�-i 8" MSE WALL DESIGNED � � � � BY OTHERS � � (E) T 0 W = 8071�-J3/4 h�v � � � (E) T 0 F = 8050'-8 ��-1 � B — — — — — — � — — — �-- — — — — — — — — � � � � I I I I � � � I � -- - - - - - - - - - - - - - - - - - - - - - - -I—J I � �� � . q - - - - - - _ - - - - - -� � 8070'-4 V I F — � V I F � � . h� � T.0 CONC � — I _�, 8071'-6 (V.I F ) i �� � .L I I �E) T.O. CONC. I I � h� I �� � I I _J `� � � - - - - - - - - - - - - - - - - - - - - - - - - - - � DWL (N) CONC SLAB TO ~ 6" CONC. SLAE PER PLAN (E) WALL W/ #5 DWLS x � � 24", EPDXIED INTO 3/4"�x4" � �� � HOLES � 12" 0 C I I I �� a � � � � �' ' °' I I I �� d a d� I� //\\fj\\//\�/� MSE WALL i�i�i�,�, � BY OTHERS �o���o����� //\/ � �'``�y;`��'' 5 4 3 , �'��,� NORTH � � SCALE. 3�4» - ,�-o�� N E W S L A B P L A N SCALE: � 4" = 1 �—o�� � S� PLAN NOTES• 1 IBC/IRC EDITION — 2009 2 CONCRETE SHALL HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3000 psi. 3 SLAB DESIGN ASSUMES FILLED HOT TUB WEIGHT 5000 Ib� (FILLED) AND designed by_ TDH APPROXIMATELY 7'-0 x 7'-0 IN SIZE drawn by MTN checked by _ TDH � issued PERMIT 08/09/10 sheet . �, JOB #1008—04 �