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The Wren 1984
r,r -. ... ,=::^ F. _ ^_ _ , . - . _ _ • . . . . ,:r� - E . . -. .. ,, :., . ,. .-- . . . _ _ . . . . , . _ . . . . . . . . . - .. . - _ . . - . a. . , . 3 �4 . . - - � . .F - I . .'r iOr: . �� � n s ? . . N 1 /4 CRN. SEC. 8 ��lll�l���� 'I�������� F�� � IV T � ND 3 1 /4S BRASS CAP ON � �� � R ALUM. PIPE. U.S. CADASTRAL BlN ' ' _ c2z3.� � (so� s T q r � azss.e" � � - _w,wc ezze cuee cur � FRpNTA f H 2 t978 - � � RpqD� � �'s /.� w p � � ". __ \ ` ��\r �822�,3 8224. CUFS � CU7rER lR. �• �'1! � N N. . - 6+ :.,�- A ` l .. . - � " APPROX. 450' + /- TO ~� � ' ` t ��� r ` ` ` '� - , �e22�.e VAR�E$j � 0 . O\�' . . DRTE�SECTION GORE CREEK �� ��uN ��� Fia[�vo �ir` � ` � , ' ` _ _ _ ` ` �� �J � i,: �c� �Qauxorosr + � 1*� - _ _ ez2s : 1 �� f � 1r ` T ` Jys ., . . LEG � � `, : ` t �1 `t � 51GN `� �- � -J J1 . - a - 1@M! � � E ` � � t � � � � � �\ � . 8{� .. ._ , \ �_ v' ? \ T �22S.3 � � , , _ O� -° e . - . � A , • , eni.■ c � ; ` ` i_� ' - r _ , ' � - s2zs.a r . -, _ - �. FND QIN k RED PLASTIC CAP � / � � t zti�- ' ' � ua� ' i - � r` ' - - , _ �� �i �`� ' � " . - .. . - LS /'24 �ig x f 2 � ZS �l3 �� ��tc � c #(��) �` � �_ a -` 1 � � � T �. r _ - y�ans.s �y � f - N � / Z�� � ��• � �3 CMF f vs � k �, � \ e-io' aocK . � 1 .�_ azz .� � � � . r '' a; � s �i �� � i I ez .s AS� � _ � ��;i �y � �� � ry �` � szie3+�- _ c°"c. aae � ou�h:rt _ ' � `, � ] ,�` " _ , '-•=. . � • , � � ` ` _ �j- . _ w"u` \ _ ; ^ � 1- x � x � x - x 1�J� - � ��% � �\� '�' _ �i � � - ' _ azz6.s ''��.� -� x 2 �STNRS iRASN � i; �-2 , �-�-�$-S' ROCK(TVP � . - =b ��� � i � - � � . . �/ E � 3� [NQ09UFE x r . \ �� i � � i�!'� ���� `. � l � t � 82273 . -i. � . t _ , , � � ` � � � - � � _ �� � „ ��z,.. 1 , ��-za . cro�� �� ' r� _ c � 1 e2zz1 ' � - _ _ ` T,� . . . � � � x - x �aR�Y.s . i/ � r � o � N ONE � � _ M > 4 4 22 96D' � �PED � � 822L5 ;__ � NOTES: � .. I I B 7 9.2 e722� �7. j �� C . $ � � '0r ""'i '0P1YPlL eru� �. � � � srcx� 1 ) DAiE OF SUR�EY� DECEMBER 2004 �G"� � rcx� `1°0° � I � T� � �^ � ���� � � � � � 1` � . 2) i1RST AMERICAN HERITAGE T1TLE C0. POLlCY N0. fC W 6 DA7fD 3/� 3/00 fE"� � � ° • � ' c .�� WAS USED FOR ALL n�LE AN� EASEMENT INfORMAT10N. , :� 0' 20' 40' 60' � .�f t ;� Rs_ � '� � s.o' . �' � � \ y'� 3) NOTIC£: ACCORDMC TQ COLORADO LAW YW MUST COMMENCE MfY LEGAL "-� I ' x°n''= '� ACTION BASED UPON ANY DEFECT IN THIS SURVEY W17HIN THREE YEAR§ ,- °� ?� � I °"�'0 � � ' AFTER YOU FIRST pISCO�R SUCH DE�ECT. iN NO EVENT, MAY ANY � „ �'9�° I W \ � r�ov� ; ? , ACT�ON BASED UPON ANY DEFECT �N THIS SURVEY 8E COMMEI3CED MORE ;` � � ao�o iHAN 1EN YEARS FROM THE DATE OF 7HE CERiIFICAT10N SHONTt FND PLAIN ;�4 REBAR ; � I I » PARKING SPACES Tpp LE�fl I � � HEREON. x ` I 17 PARKING SPACES LOMER �E`�El eTAax SNOY' Sip{IA � A \ 'I } } suoo � 4) 0. 5' OF SNOW ON LOT AT 71ME Of SUR�EY: SOME fEAiURES MAY EXISi i � °�'°° � I W ' - -y BENEAh1 SNOW THAT ARf NOT $HOWN ON THIS DRANANG. , ' - I - 1" �,..: �,9.� � � 1� , � I I, r cu wosT(-.P ) x � � 2 ' � 4 � - ''� % - � 2, 5) BASiS Of ELEVATiON: NATIONAL GEODE7IC SURVEY NAVD 84 CONTROL PT. "SPRADOLE� EIEV. = 8287.40 �� ��� � � j - ,_ � ,�� x I o -' �' • 6) BASIS OF BEARINCS: A LINE CONNECTINC TFiE NW CRN OF 7FiE Nk2EN PARCEL I _ �� � " % � � � � yy� � ` 'z AND N 1 /4 CRN. SEC. 8. TSS. R80W, 6TH P.M. ($EE DRANfING) ` +` � o ezm.s �_�: � }� �i � �,8 „�,. � nn�.+ �� p�µ�p � � �' 7) PER TOWN OF VAIL COMMUNITY DEVELOPEMENT pEPARTLIENT, BUILDING SETBACKS ARE AS F04LOW5: . `` I � a� s. ' e. �- xi e.t�a� k �'� . 1 FRONT: 20� �� � , � . � �� � aziaa � - . �' , - -! SIDES: 20' o .. 19.! � � - J I � . CONC. � C' - RAIAP -' 1� 01' � aaacRCC wru { 5 �. REAR� 20' : SN 'ERLMF y r�OLT ::R�SS " R[�. W (�1 _ �.1 . � R� � 6 GRA�FL ' -_`rfRMAD PGMERIME I I .y 6�./ � CONCpET. WALL - *. .��-• � WAU( 8 A �- * e�a+T :7l � NM C�SE4f�0' t, x , y _ _ , r , � ) DORESS� 500 S. �RONTAGE ROAD. . " Y 'R7�5 F` i /y)/�6) I � 0' CCNC 'NdIL (TYPI . 51NR5 1 . �r �- ` � S �._ _ . i ' .� '� _ � ,. a t5 �� �.� , o�tNN. ' � �� _ t �. ` �16 9) AlL UTILITY IOCAT10N5 AR£ PER F{ELD LOCATES � MARKINGS BY 11-tE4R RESPECTIVE COMGANVES _ -„ � I (TYp� ' �, � i AND ARE VERY APPROXIMA7E . � '. -;� kb�,� �` . ... '� � � � " ; -c GAS LINE Y I v PERIMETER POOI DECK \ PARKING DECK OUTLINE 2t020 SQ. Fi. p � ` " 4 ` � � _ : �=�� >ui . � - i - PHONE UNE , � � K 17 PARKINC SPACES 7pP �E�EL k i'1� - ez�w� �e r�ci�C ��s iow[x tF�i eT�.e � o � or sr+o�c�o-- �� ,E �, �. z - + - WATER LINE � Z � � �� � R , P'�'4 .� ' sruT en� - E - EIECTRIC LINE • p ��` ) � , � � ' �[r�cc (rw) '�' J r � I �{'�I I D Ifl ;� Y' . ' � � I I ' _ . ' STNRS y ' k J ��. APOLLO PARK � � � ° s � ��� � �f ' � A PART OF TRACt ,. D .• w � � , g, 3 e} s s .z+ Y�: � . j VAIL V{ LtAGE Ff� TH FILING A 5fi 3� � � _ _ _ ' V � ex�ai az+o.i ��'� . . __ � RECORDED IN 8274, P697 N � ppEN TO _ ;�, �A �� q � _ '-:* SEPTEMBEa 5. � 978 � �o� �`'�� ;, ° ■ - � y, u+a+ cen� ,{ � , ex,�.� 5��, 1 � i � (rrr) . _ . I S7 AGE / - r � � � �NDICA7ES 0. 2' APPRX. TRUNK DIA. COM�ERWS TREE - " �` `� f �o�.� UNPI.A�TED � I zoe - - ZS J I I � ° % � � I x FORD PARK '- _ � � , � � \ ^ \� i � �� ����� � �� �LOw ' I I THE WREN e� s � � IND�CATES 0. 5 APPRx. TRUNK DfA. CONIFEROUS TREE ;. I 1� VARKINC �ACES LONER LE�.E� I %a CO "JDOMINIUM PROJECT -- � I � _ _ -- ' i.��� O W� j, . : i � AS zEOJRDED IN B244, PJ2, � '�,u,%��. INDICATES OS' APPRX. TRUNK DIA. DECIDUWS TREE � �/ °�c°-' k ez+a+ e��a� RECEPTiON V0. 140183, J.4NUARY g, 1976 O -1'� -x�:- xr• SURVEYOR'S CERTIFICAIE - l .�; ezot9 , r Ol � ' Ta Wren Boad Associot7on I � o STNps � � : 1 . 377 ACRES s , � roa oca ; ••F) . � ya. . ' ,f . ,., � • This is to cutify that thia mop w plot ond the survey on «hich It � , �yp �A h� y y„ c - _ - r ; � . - __ is based were mode in accordonce with "Minimum Stondard Detail Re u�rements � T ' � - - �- � �- iN OICAT ES 1 .0� APP RX TR U NK D1 A D E CI DU W S T R E E ' +' Q �T 'YNI ifW ELE--iA•�R SHAf7 ELEV. 6270 ' - '� - a fa ALTA/ACSM tond Titie Surveya,' jotnt�y estobliahed ond odopted by AL'A, /+ it� � „ P�1.. � • z �: C ACSbI and NSPS in 1949. and inctudes Iteme 3, 4, 5. 6. 7(0). 7(1 ). 8. 9. 10. 11 (0). .' •�`• ex,o.o �^� R�uw ^� ' g�D �� e2�a� .�'`- " � � Y - . �+, � arid 11(b) of Toble A thereof. t � riaNhas ezoo + ' . �� a � ��F n.nriho , , � Pureuonl to Me Accuracy Standorda os odopted by ALTA. NSPS, and ACSM / � ' � �` ��y - � � - � _ � .,+.. �52 5'� �1Q7 Kfy. z 6�i0.E � . INDICATES LD' APPRX. TRUNK OIA. CONIFEROUS TREE and in efiect on the date of thiy certificotton, the undersiqned further certifes �� �`� ' - i , � P � = PAVEF i � - - - that proper field protedures, inst�umentation, ond adequate survey personnel + �2 ' �° ��a�� eZi9_2 _ cor�c ' �. sECOno =i c:FV. W� - i \ �' : STANp P . Wese emptoyed in ordef to achieve results comparoble to those outlu�ed �n the � / stNes _ �s �o.c � '� 3� x � � 6 ` ` �_ 'Minimum Mgle. Distonce. ond qosurs ReQuirements for Survey Meosurements r � By�yB � / szio.e ,yr�'LL�\ �i ,�: _ ' � IM�ich Conird Land 8oundaies for ALTA/ACSM Lond Title Surveys. ' \°�� � �`5 R�r Roo� nFV. i nr+s� � _�c� �� '3 � � c � \ � sfRmcc � ezz�.a ��R Xez++ z `� 1NO�CATES 1 .5' APPRx. TRUNK DIA. CONIFERQUS TREE _ TRAN� 8276.J TNIRD Ft ELEV. � � � � ? FoursrH rt tiEV. � k az�i s �\� " ,.... , . .t.,,, • I . Ges � � . � : ,•��p Rf : r '� � � K� 4 STORY PREfABRICATfD CDNCRE�£ STRUCIURE % �� � ' � PERIMETER BUILDINC WTLINE 17,800 S0. FT. g2i �.3 . �� �!rG. ' I ..y M��GnCCI ' ' ' ;1� ,. ' _ _ " _ _ _ _ 8" SEWER JNE � il I - . _�. COIO(OdQ� � { ' ' � • � � � Y_ ., - . , o � • � SU � :� /}: �� ; � � � � xsr � o • j4 sf/L� A' = scwee I Y � � � x eoa acac (tw) DOt@: _��S-�-L�`-.y,p.Y-i----___ YH i I 8T37.� ° % j ; \ � f���• .• ..!' i i � \ . .<. � O��� .. . a�.� L � 1 08 1 _ 8211 2 - � r�� � � � 1 °� _..� .�:..:„ oa� x � � \� PN� �. � ��q � h �9� �� 1 i �,F4 % "- 164 8 i.� . -. ) � 1� �' � -.. B.6' - - - �. �;� i - r�- e�o., ex�a. m�as z - _ �� nz+o., - x - � i �� - ' .� � : - E�10 . "_ J '_} � � .: ��t - � - - SYLIT RNL '��•n�� Y { GABION ROCK � . . tb i' - x . I -� -. .� /'- .� �� M'ML (TYV) � - r �� \ ' :. � � \ _.-___- -___ � � __' s"� r� � �- - _ ---- -------�� - ---- - -- - --- _l � � � � ezoq/ �-� -------- V� s - - - - - - - - - -� � _ _ - - - - -- - ` °� � - -- ----- --- --� � -� � � - �b- - x� n��:nc + 5' PE�ES'�n�. � ..�-�'� �n _ I___� � • . _ -_� _._.� - = . • . N d9it00� K �` 987 _ ' __ _ _ � _ _ _ _ _,-/ , .��MWA' CASCMfNT 'd��b '� 55 i ' :? .3: . '� •� T � _� , _ \ � . • , ' . ai�CF ' _ . • . - "�"� ��_ . - �� "- so sraEnM SE�BAac '_ .. - S 85325� T . _ ' _ _ " '_ _ ' - �_ _ _ _ _ ' _ ' _ - _yc - ' / -'� -`� �-- _ . . y�_r y � - - � _ _ _ _ _ _ _ ' _ _ _ _ � - - - - � . -- ua�r . ' - - �;-�� �et � . (TVaa w }n � � � - � N '53070� i 3 "- -_ '_ ' ,S l6}� � .-i" r � \. . �. B7B0 20.09 - - � __ ��5 O5� �JO a � .-�' / ' ��-� _�__-__ _--_ -_ - \ � _ . . ,. '-.� .� TRACT A - � '� _ --- - -- -- --- -� , - � - f--- VAIL VILLAGE FIFTH FILING r- -�-�---f �� _ � - = _ ---_�;,o - --- _�\����� ALTA / ACSM LAND TITLE SURVEY � RECOROED AT FILE N0. 102538 ' _ � � - "'�-- - - � ` - ' NOVEMBER 12. 1965 � _ _ � - - �� �� �� . „ , _ _� j--^ _- � � _ ` , _ - � � � \� THE WREN , A C � NDOMINIUM PR � J € CT . � - ^�v�x ��n� � � A PART ❑ F THE NE 1 / 4 ❑ F SECTIQN 8 , - � _ ---- � � �� � � ' eoc* ar c� ,00 xNt �000 rwN ur� ` - �' � '"'�°`"�° F"°" ` `�" '°"" °` ""` TSS , R80W , 6TH P, M. , TOWN ❑ F VAIL - � PtooD BouMD�ar A�+o fLOaow�r uAV '. . ,� � . - � � � D�7ED WY L �983. - , � �, ,�9� ,�,�MU,r �., EAC�,f-VAR � _ - EIEVAMINS CpIV[R1ED 70 NAW 88 �FF71CK OAiUN. C ❑UNTY � F EAGLE , STATE ❑ F CC] � �RAD❑ � P.d: �OJ[ f230 - - sus.�z� ro a+Ae+cc. ; ��WARpSr G¢, 81632 2926ALTA.DWG M. POST 12/16/04 - �OB NO . Z92B _ F ' r_ � 970�949'41405 � -:r � . .. ° _ 4 ` `{�' � :� . . . .� . l ... . - . . . . . . - . . Qt '. s. : . . . " .. . 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V ° : � d' i : � jm � o . � � ,�,� � ti : O >.00JPy y � P.o�P�� THE WREN CONDOMINIUMS VAIL , COLORADO ��=-� CONDOMINIUM BUILDING �A' � �.� PL . PL . -�' ' �: � � � � � , � 1 � Z 0 ( 101 ) ( 102 ) ( 103 ) ( 104 ) ( 105 ) ( 106 ) ( 107) ( 108 ) ( 109) ( I 10 ) ¢ ,�, . �� _ ' ��� � - ���.��� .--- ELEV. 8205. 5 v � � i � � � � � � � � � � � i i � � � � � _� � � � � � � � � � _� � `_° I � I I I I I � I I I I I I ELEV. 8196.5 � _ _ �_ � � � y � � ` _ 1 _ � _ _ _i _ _ i _ � _ � � .a� � � ` _ � _ _ _ ` � � W N I 1 y � �� � i � � � � W � o EXISTING FENCE W � � Z , PROPOSED " GABION �� SYSTEM ;� � � o - U p0 ��y?'� tr • �y�� , ; Z � � M ��� '- ' � ELEV. 8185 . 0 W � o 0 � ' _ � ? � I I I I I I I I I f I I I I i I ` J ° � PROPOSED FENCE - a U 01 ' ' � I I I I I I I i � � _ m W � � � � � � - - - - � - - - - � - - - - - i p� � � i I i � � - - - - - � - - - � i O � � °on � L- - - - l - - - - - I - I �I I I - � - I - -' - - - - '- - - - ' N � 3 � � , , — � ' - - - 1 - ' - � - - i - - - ! ELEV. 8173 .0 � Q � wZ 60� 0�� 120�_ ��� 60 �_ �� � 6� � , M W I � —APPROXIMATE EDGE OF GORE CREEK AT HIGH WATER � � � u) z J g J p � O � U Q � � z W O Z � U \ a w J �` i 1 I � H > � w , � SOUTH EL EVATION ~ .�� , ���� � - m � � �` ti ,-, o ,.. Z � -�°D m o �' a � a o � o ¢ w m � � z � w w � re�eovnE vpsr Neet:w . . . . . . - . . - , . . . . . _: i' ,� " . . . - _ " - . - . - . . . . - . . - . . ' . . . . . - . - " . . . . . _ . . ' .. . . _ ' .. _: ' . ' :- _ -. ' - • . ' . . _ - ' - - - _ . . . i� :'S _; - � . . - - . . - - - . - . . .. . . . . - . . _ . . . . . . . - - . .. . - . - - . . . . . . . � s r '. }., . , . . Opb a��� ��''�q9 d0 > � ,� ^ � V d : � � � � ; � � ° .��,� � �'�� x S THE WREN COND�MINIUMS VAI L , COLORADO _ � � 10.05' 10.05' a z � N 1 �o I � CONDOMINIUM BUILDING "A" � 3 3 � Q m � 0 0 �, s N � o� � $ p ( 101 ) (102) ( 103) ( 104) ( 105) ( 106 ) ( 107) _ ( 108) ( 109) ( I 10) o Z - - - - - -- - - - - -- - - - - - -- - - - - - - - - - z V I 5�- O" HIGH WOOD FENCE ATIO SLAB ( ELEV_= 8206.3' TYP.) PROPOSED FENCE LENGTH = 128�- 0" _ � EDGE OF BUILD�NG XISTING RAILROAD TIE RETAINING WALL SYSTEM � � � O I PROPOSED °GABION° SYSTEM SPLIT RAIL FENCE ( EXISTING) � � � . � � � � _ _ _ _ _ _ _ _ _ — ' la�o 'b Z . - N � � N _ - - - _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - �- - - - - � �' W � O _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W rnco — — — Z - � W `L� - - - - - - - - - - - - - - - - - - - - - - - - - - � � � O 8 � - - - - - - - - - - - - - - - - - - - - - - - __ - - — 8200 .�.. ��'. Z � °Qo � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ - - _ =- _ __ _=_- - - - _ _ _ - ____— _____ - __ _o W Joo - - - - - - - - _ _ - - - - - ,_ ,_ _ - - - - - - - � � ! - - EXISTING DRAIN PIPE _ _ - - _ _ Q p - � - � � � � ti / i - � � �� � - � � - � � - - - - - - - � � � � � ' � � - � - � - � - � _ � � � � � � �. � � -� � W � � � � � � - � - - ._ � _ � � - - _ - � '� � l � � � m 2 � � � � � � � - _ - - - - ._ _ _ - _ - - � � � � � � O 9� � � � � � ` - - � - � � - - - _ _ _ - - _ _ - - - � + OM ` _ � ' 3 � e , . _ � _ — _ _ — _ _ - - - - - _ _ _ - - - - � _ _ _ _ _ — ^ �o FENCE LENGTH = i2o'-o" _ _ — _ s►sa � N � v � � � � � � � - - � -� WC) � i � � � � � � � � � .� .� � � � � � � W � � � � _ � , � � M 1 � � - � i � � � � � Of - � � .� � - i � � � �. i � � � � � . � � � � 8�8� _ i � � � � � NEW 6" PEF� PVC FLEX . PIPE WITH 3" -6' RIP RAP e�80 - FOUND R 8� C - - - - - - - - - - � N 89° 58' S4" E 189.81 ' �� � �-�� 8�z o ��_`�. —_ I _�___.� �, � _ � �� . ? � `_ ����'� B/ � J � � � n �_ n 9�- 0'� �_ n � 5�-Ou � a � 0 Q � / 6�- 0�' 24 - 0 21 0 24 0 21 - 0 24 -0 ( N.T.S.) � 3 � � 0 ,r �� 66'-0" �� � U � - � 114�_ 0" (N .T.S. ) " �~� Z W � /lJ � z 3 � ��� E K 120'- 0' (N T.S.) s \ �� r- �— �-�- �� R `� W = Q �� a M m � F- > � APPROXIMATE EDGE OF CREEK ( 100 YEAR FLOOD PLAIN NOTE; EROSION PROTECTION IS RECOMMENDED IN THE LEGEND FUTURE FOR DRAINAGE SWALES AT EACH END „ � EXISTING CONTOUR IINE PER KKBNA TOPOGftAPHIC APPROX. ELEVATION =8168 OF THE RETAINING WALLS USING GABION - - - - - „ ' MAP" O�ATED MAY 25� 1984 PER "GORE CREIX FlAOD MATTRESSES" W/ FlLTER FABRIC AS APPROVED N � o LL PLAIN MAP" 8� CITY OF VAIL) BY ENGINEER. PROPOSEO CON7�OUR LINE M = P AN VI EW -. � �� � • FENCE PER CITY � CODE REQUIREpI�NTS Z F �oo m { 101 ) CONDOMINIUM UNIT NO 101 � � � � � "MACCAFERRI" GABION RETAINING WALL a � N.T.S . NOT TO 9CALE � � � N . : : ; - : : -� F �:F . . = �: � . _ . , . . _ _ _ . - . . �. s _ . . . . . � ., _ . . . . �. . _ �� ,��, �� : . , _ ._ , . � . . . : : �. t � . . . . . . ^ _ _ , . ., ., _ . :. . _ , . .. . . . . , . : . . _ . . . � _ _ . .- _ �.� ,. • _ z; = _ �. . _°'� '�� • y���do R � j . O;"W O '`� U ;�� � Z �y ,� � o • 4�,� ��P� b► X S THE WREN CONDOMINIUMS VAiL , COLORADO GENERAL NOTES - - , ' - ---- - - --- . . .--- - - ----- - �---- - ------- - 1 . DEFINITIONS _ b ) A line of empty gabions shall be placed into position � f ) When a gabion has been filled the lid shall be bent over accordinca to the contract drawin4s and bindin4 wire shall ! by hand until it meets the front and ends . Then the lid a ) Gabions are defined as galvanized steel wire mesh be used to securely tie each unit to the adjoining one ` shall be tightly bound to the rest of the basket with the box - shaped baskets , of various sizes . The baskets are along the vertical reinforced edges and the top selvedges . � lacing wire along all edges and internal cell diaphrayms filled on site with clean-hard stones . The base of the empty gabions placed on top of a filled in the same manner described above for assembly . line of gabions shall be tightly wired to the latter at I b ) The selvedges of the gabions are the thicker perimeter front and back . I and edge wires to which the wire mesh is securely tied to 5 . FILLING withstand sudden or gradual stress from any direction . c ) To achieve better alignment and finish in retaining walls , gabion stretching is recommended . � Gabions may be filled by hand or by mechanical means . c ) Reinforcing wires are the thicker wires incorporated � Every effort shall be made to keep voids and bulges in into the netting during fabrication . d ) Connecting wires shall be inserted during the filling ' the gabions to a minimum in order to ensure proper operation in the following manner : � alignment and a neat , compact , square appearance . � d ) The diaphragms are internal wire mesh partitions which divide the gabion into equal- sized cells . 36 " Gabions ( e ) Lacing or binding wire is the wire used to assemble I ) Gabions shall be filled to a depth of twelve ( 12 ) and join the gabion units . inches . APPROVALS f ) Connecting wires are the internal wires used to II ) One connecting wire in each direction shall be prevent the gabions from bulging . tightly tied to opposite faces of each gabion cell Town of Vail , Colorado : y at a height of twelve ( 12 ) inches above the base . � 2 . Gabion Standard Sizes > IIZ ) Gabions shall be filled with a further depth of 1 . Department of Community Development Q Table 1 twelve ( 12 ) inches and two connecting wires shall similarly be tied at this level . IIY . No . of Capacity � Letter Code Dimensions Cells Cu . Yds . IV ) Gabions shall be filled to the top . 'j A 6 ' x3 ' x3 ' 2 2 All connecting wires shall be looped around two mesh z - E3uilding Depactment _ O openings and the ends of the wires shall be securely " t0 D 6 ' x3 ' xl ' 6 " 2 1 twisted to prevent their loosening . BY Z - 3 . Gabion Fill . The material used for gabion fill shall be 18 " and 12 " Gabions � W clean , hard stone with pieces ranging from three ( 3 ) to ~ N eight ( 8 ) inches in greatest dimension . Connecting wires are not necessary unless the 18 " size 3 . Town Engineer W N 0 is used to build vertical structures ; in this case , W °D 4 . ASSEMBLING AND PLACING two wires , one in each direction , at 9 " from the base , BY z W � must be placed as above . , � � J O a ) Each gabion shall be assembled by tying all untied t) p edges with binding wire . The binding wire shall be , e ) The gabions in any row shall be filled in stages so � 7. � Q M tightly looped around every other mesh opening along the that local deformations may be avoided . That is , at no ' W V O O seams in such a mannec that single and double loops are time shall any gabion be filled to a depth exceeding one ' J alternated . foot more than the adjoining gabion . � ' J O � ' - -- --- - - . .------ - - --- - - . _ -- - � � V OOf m W ~ � Z OM BZ IO � � d M M N �1 � � �C1 O t�0 (D � � � � M � N N � O � � eZIO � � W M � J ... � EXIS ING FENC - -- - - E_ iSTiN FE E EXiS 11VG RU _ _ _ .- - -- --- - � W z - - - - _ _ __- €X-4��PIf- � -- - - - _ -- -- - -- � - � _ _ _ _ _ _ _ - T � _- - - - _ _ ti _ _ , M W 8205 _ " � - - _ _ _ - -- - - _ - - a - - _ - _ - - 8205 0� - - - - _ - ° EXt TING ST CT - - - - - - � - - - - - -- - - _ - - - A _ - - - - -- _ . - --- - - - - - - - - _ _ � ' - - - -- - ' --- — _ _ � � _ � _ � � - - - �-- -- --- -- 'o . o. - - --_ o> - D r � - - - - _ _ - - 8200 8200 , - - - - _ � r � 0 - - - - - - �� - - - - - �-� , � i �-� A -_ _ , �o �� a - - _ . t7 i-� . . . . . - - - - - --- - -- --- -- - -- - - , - -- -- - -. _ ._ _ . . ._. . .- - - --- -- _ - - . . . _ . . - -t_� � _ . � ;j . ..- --- - -- --- - - - --�-- - -- - -- - - - - - - - -- - - - - - _ ' - - - -- - - - _ . . . _--- -- - - --- - -- -- - - - --- - - ---- - --- --- - - - - - - - - --- -- - - - - - - . . . . . . . . . _. -- - --- - -� - - --- - � � _ _. . . - __ ._ . _ . . - .- - . _ __ .-_.- - - - --- -- - - - - - _ . . .. . ._ -- - - - -- ------ ___ . _ _ . - -- - - � -- - - - - - - -. _ . _ . . . - -- - - - ------ -- 8195 - � _� . — _ - - - - - - --- - -- - _ - � -- - - - - -- 8195 NE G IE �_ � ° �` - - _ - -- - - - - - - - __ 6 p _ �n _ E {STIN GR / _ - -- -- - - S' ? ' / --- ---- __ -- -- - � Z _ / _ __ � - - - 8190 XIS� NG ADE - - - - - - _ - - - -- — - - - _ - - - - - - - - - � 8190 - _ __ _ _ - --- -- - -_ - - - - - � _ --- -- - - - - - - - --- -- -- — - J O o _ _ _ _ _ _ _ - - - N - �i / _ - - -- - - - . __ -- - -- - - - - � - --- U Q - -- - - - _ _ _ -- -- -- - - - - - � - -- - - � _ _ , n C� 8185 - � - _ - _ s�� D 3j Iy� �f� (?�K (TYF1 - -- - -- - - - 8185 Z w � - � _ - _ _ _ -- - - � U _ _ _ _ Z M A � U E IN NC - = - _ - -- Q .. _ r - - -- -- - ___ - - _ - - --- - - -- — J p D . yp� f c0 - - y�� _ - - � = Q � A .� / 6n OF 3/4 0 I �/� CRU HED ROCK � TY � - T 1 - _ F- > � 8180 e _ — - - - - - -- -- -- - - - — -- - - 6180 - O p ;. _ - _ _ _ _ -_ _ _ _- - - -- -- - _ - - - - - - - - - - - -- - _- - - -- -- -- ~ - - - --- - - - - - - - -- - - - — - - - - -- - � - - - - - - ) _ _ - - - _ _ _ - - - _ _ - _ _ . -- - - --- _� t a _ - - - _ EW GA " SY EM �TYP. _ - - - - - - - - - - - -- --- - - - - -- - - 8175 _ q - • iNE - -t LtiE f -- - - - - - - -- - - --- — � o - - _ _ _ - _ 8175 •� . . . _ . _ _ . __ __ _ _ _ _ ._ . _ _ _ _ . _ ._ _ . . . . ._ - ._ _ - . _ _ _ -_ - N m 1 4. : •� . . . __. _ __ _ . _ . . _ . . _ - _ . _ _ _ _ _ _ _ - _ _ IQ � ;. 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THE WREN CONDOMINiUMS VAIL , COLORADO _ � 10.05' ~ 10. 05' o z N I �° 1 � CONDOMINIUM BUILDING "A" I M 3 3 io a m `� co o � O �n • > a O O ¢ $ o ( 101 ) ( 102) ( 103) ( 104) ( 105) ( 106 ) ( 107) _ ( 108) ( 109) ( I 10) o Z - - - - - -- - - - - -- - - - - - - - - - - - - - - - - Z V � 5'- 0" HIGH WOOD FENCE ATIO SLAB ( ELEV_= 8206.3' TYP.) EDGE OF BUILDING �OPOSED FENCE LENGTH = 128�- 0° _ � I PROPOSED "GABION�� SYSTEM EXISTING RAILROAD TIE RETAINING WALL SYSTEM � � � � � SPLIT RAIL FENCE ( EXISTING) _ � � � � - _ _ _ _ _ - _ _ _ - � � b � W N _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � N � � F- - - - - - - - - - - - - - - - - - - - � W (�l� � _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W _ - _ - - - Z m 2�� - - � - � � o 8 _ _ _ - - - - - - - - � _ = = - = = 3 - - � - - - - ___ __ —_ _ _ _ _ - - - - - � _ _ _ _ __— —_.__- - 8200 � � f U � M _ _ _ _ - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - _ - _ _ - - - - - - - - - _ - - - o W ° ° - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - � � � - - EXISTING DRAIN PIPE _ _ _ - - - _ � � o - - _ - - - - - - - - � }� � � m _ _ � - - - - - - - � � � � � � � _ _ _ _- - - - -- - _ _ _ _ _ � � � � � � � � � � W � m � � � � _ _ _ _ � _ � � � � Z pOM I V O - _ � - - - - - � - = = = � � - == � ,� _ � � � = = _ ` � � � � � - � � _ =! _ � � O M \9 ' ' I = _ - - - - _ - _ _ - � � PROPOSED FENCE LENGTH = 120'- 0" - � ` � 81gp N w i � � -� � Q � � � � ' � ' / ' I � - � � - - / � � � � � - � ` � W Z / � / _ � ` � �l.� � , M 1 � � — � i � � � � � � — � � ' � ' � � � � � � � � � � 8`8Q � � i i NEW 6" PERF. WC FLEX . PIPE WITH 3° -6" RIP RAP 8�80 - FOUND RB� C - - _ _ - - - - _ — \ N 89° 58' S4" E 189.81 � _� . 8`� O � � ���� �---�_" ^�� -� -� � . �� �� I �� � � z 9�- 0" ' 15'- 0" � _ r��� 9/ �0 J O / " 6'- 0" 24�- 0" 21'- 0" 24'- 0" 21'- 0" 24'- 0 ( N.T.S.) � 3 / a o 0 �� 66'- 0° �� � U � ��r' 114'- 0" (N .T.S. ) ��� Z W � �� � REEK � 2o�- a��NTS.I s° � � z 3 ° �r -�'— � �-- �� \ W w -� �� a M m � 1�=- > J r � APPROXIMATE EDGE OF CREEK ( 100 YEAR FLOOD PLAIN NOTE: EROSION PROTECTION IS RECOMMENDED IN THE LEGEND FUTURE FOR DRAINAGE SWALES AT EACH END „ APPROX. ELEVATION = 8168� OF THE RETAINING WALLS , USING GABION - - - - - EXI NTING CONTOUR LINE PER KKBNA TOPOGFtAPHIC MAP QATED MAY 25, 1984� PER °GORE CREEK FLOOD °MATTRESSES" W/ FILTER FABRIC AS APPROVED rn o PLAIN MAP" & CITY OF VAIL) BY ENGINEER. PROPOSED CONTOUR LINE M � ! � PLAN VI EW _ - � �� • FENCE PER CITY 8 CODE REQUIREMENTS ° i j� �aD > . � ti m ( 101 ) CONDOMINIUM UNIT N0. 101 - W � Q � "MACCAFERRI" GABION RETAINING WALL � ° � ° N.T.S. NOT TO SCALE � � _ � � N TEIEDYNE PDST N681B6 . 0 . _ . . j�� a3'�'tiiOb`s'o a o O y�, p � SW ^ i U `� � ` • (� o : t� , q°b � � � . .�,�y v�,c,�P�" x THE WREN CONDOMINIUMS VAIL , COLORADO GENERAL NOTES - - , - - _ _ . . - - _ _ - _ . _ _ ___ _ --- - - _ ._- . _ - -- -----j�� 1 . DEFINITIONS b ) A line of empty gabions shall be placed into position � f ) When a gabion has been filled the lid shall be bent over accordin4 to the contract drawin4s and bindinq wire shall by hand until it meets the front and ends . Then the lid a ) Gabions are defined as galvanized steel wire mesh be used to securely tie each unit to the adjoining one j shall be tightly bound to the rest of the basket with the box - shaped baskets , of various sizes . The baskets are along the vertical reinforced edges and the top selvedges . � lacing wire along all edges and internal cell diaphrayms filled on site with clean- hard stones . The base of the empty gabions placed on top of a filled in the same manner described above for assembly . line of gabions shall be tightly wired to the latter at j b ) The selvedges of the gabions are the thicker perimeter front and back . ! and edge wires to which the wire mesh is securely tied to 5 . FILLING withstand sudden or gradual stress from any direction . c ) To achieve better alignment and finish in retaining � ; walls , gabion stretching is recommended . i Gabions may be filled by hand or by mechanical means . c ) � Reinforcing wires are the thicker wires incorporated ; Every effort shall be made to keep voids and bulges in into the netting during fabrication . � d ) Connecting wires shall be inserted during the filling the gabions to a minimum in ordet to ensure proper operation in the following manner : alignment and a neat , compact , square appearance . � d ) The diaphragms are internal wire mesh partitions which divide the gabion into equal- sized cells . 36 " Gabions e ) Lacing or binding wire is the wire used to assemble I ) Gabions shall be filled to a depth of twelve ( 12 ) and join the gabion units . inches . APPROVALS f ) Connecting wires are the internal wires used to II ) One connecting wire in each direction shall be prevent the gabions from bulging . tightly tied to opposite faces of each gabion cell Town of Vail , Colorado : y at a height of twelve ( 12 ) inches above the base . o 2 . Gabion Standard Sizes 5 III ) Gabions shall be filled with a further depth of 1 . Department of Community Development ¢ Table 1 twelve ( 12 ) inches and two connecting wires shall similarly be tied at this level . BY ■ No . of Capacity � Letter Code Dimensions Cells Cu . Yds . IV ) Gabions shall be filled to the top . Z A 6 ' x3 ' x3 ' 2 2 All connecting wires shall be looped around two mesh 2 . Buildinq Department � openings and the ends of the wires shall be securely " t�p D 6 ' x3 ' xl ' 6 " 2 1 twisted to prevent their loosening . BY � - 3 . Gabion Fill . The material used for gabion fill shall be 18 " and 12 " Gabions � � N clean , hard stone with pieces ranging from three ( 3 ) to - eight ( B ) inches in greatest dimension . Connecting wires are not necessary unless the 18 " size 3 . Town Engineer W � 0 W a' °° is used to build vertical structures ; in this case , 4 . ASSEMBLING AND PLACING two wires , one in each direction , at 9 from the base , ' �� Qy must be placed as above . , z W a ) Each gabion shall be assembled by tying all untied � � V � edges with binding wire . The binding wire shall be e ) The gabions in any row shall be filled in stages so �. � Q � tightly looped around every other mesh opening along the that local deformations may be avoided . That is , at no . � V � M seams in such a manner that single and double loops are time shall any gabion be filled to a depth exceeding one i � O alternated . foot more than the adjoining gabion . J O � = �- ---- -- ---- - - -- -- __ _ _ _ _ _ - - - --- � � v OOi M W (� � � � M M N N � � � O t�0 (D � � � � M M N N � � �A p ' � � M SZIO 8210 N W " � EXIS ING FENC E ISTiN FE E EXtS 1NG RU E � w Z - -€-X�� IN6 A _ I - - - r fM11V6't-tlll -- - -- - - _ _ . _ _ ' 1� W - - - -- - -- - - i � 8205 ' i i - - - - - - - - o � ' _ , _ -- 8205 � - - - - - - - - - - - - - - - - -- --- --- - I � EXt TIN6 ST CTUR "' A _ - - - - -- - F _ � _ , - ti. _ _ _ _ - � - - - — - - - - --- - - - - - -- - ---- - , _ o _, 8200 � "� � °' - - � o� m D - A - - - , _ _ _ � - • - - - - 8200 ° �-� A - o so � ,- - _ _ • - - - --- -- - ---- � ,-, � i .4 _ - - - - '—' � __ _ - - — -- -- - - . i _ _ _ — - — - - - Eu 186: _ - - - -- -- - - �_�- _ r� � € = t9 .5 _ - -- -- _ - -- - - -- _ -- --- -- - - i- _ - � � - - - - _ _ - - - _ — - ._ --- - - — _ _ -- - - - - -- - 8195 8195 __ _ � _ __ . _— _ - - - - - -- � . _ -_ - --- -- - - --- n t� _ . . - - -- - - - -- ---_ . . _-- - - - - - - - - -- -- -- - . . ._ __ . . _ _ . _ __. . . _ . . . �- � 6 0 . . -- - --- - -- --- _- _ . . . -- -- NE G _ - _ - --- -- -- -- / E ISTIN 6R / S'- - - - --- -- - - - -- � - - -- - _ - --- - - - - -- -- -- � _ _ _ � _ - - - - - - -- - - _ . _ - -_ (n Z 8190 IST NG ADE � - _ - -- _ / � - . j -- - 8190 J O - - _ _ _ _ _ - - - - - - _ _ _ _ - - --- - - - - - - - - - _ -- - - / - NE 6R DE - - - -- � p 0 - - - - - - - - -- - -- - - - - -- - - - - - -- -- -- Q / _ _ . . - - � _ _ - - - _ _ 8185 � - 6„ O 3' �� ly� � _U (TYP�1 - - 8185 Z w � � �� G �� E�\i . . . . . �. . . . _ . . _ . . _ . . . _ . .__ __.. __ _ ___ _ _—. _ ._ Z j (� A f _ , Q � M • - --- — ' • — -- --- W J - - - - - - --- - - 'e _ _ _ _ � .. 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INCH f � o,o ,o ///\/�\/\ i�� '` a Q GRATE HAS H-20 (HEAVY TRAFFIC) a$ N INLINE DRAIN AT BEGINNING OF STORM SEWER DOT RA71NG m 1 �' a INLINE DRAIN WITH RISER AND TEE 13.50" � � �oQ O2 O � qUALITY: MATERIAL SHALL -y � s� ,� ' � ' � ; CONFORM TO ASTM A48 - CLASS 30B o� ADAPTORS AVAILABLE 4" Z �°a '` - � �� '� �� � � PAINT: CASTINGS ARE FURNISHED 5'�� THRU 12� a �/ wo � � a � 3 � ` WITH A BLACK PAINT � III III m� • ? g" ' . ° a < ; VARIOUS TYPE OF OUILETS W �n '� � � ° � ° � ' a � � I HATH WATERTIGHT ADAPTORS IIIIIIII IIII � �° 'O . , #3 REBAR AT 15" O. C. ;� � N� i BOTFi WAYS OR W1 .4xW1 .4 cv h O FOR: Z m3N 6" CONCRETE WELDED WIRE FABRIC AT � �- O O CORRUGATED POLYElHYLENE Noa, TYPE II - CATCH CENTER OF CONCRETE /�/ //�//�//�/; ^ � � 4�-� Z� SDR-35 SEWER C� �"' n 6" COMPACTED BASE COURSE � / / / // // /\//\/\�j/\/\�j\��\�j\ \�j\�j\�j` CORRUGATED PVC a a, /\/\/\/ /\/ /\/\ \/\/�/�/ /\/\//�//�//�// //�//�//✓ � m �� Z 3 ;��i �i�`i `��`i� ��� �� <� �� �� �� � �i �i �, �i � i HINGED GRATE COVER 12 INLINE DRAIN W !�V�/�� �/��i� //�V�/��/��/��/�� ��%�����%.A�% �� iAA �A ULTRA-RIB PVC w . � -� �2� NOTE: SLOPE PAN AT 1 -1 2" PER FOOT. � '' ��;�j\�j\�j��j��j /\�j\�j\�j> FOR EASY ACCESS 2._�.. 4-1 �2" � �/, ./� /� /�./i /��/%/� � /� // N . T. S. GROU D � �� CAST IRON GRATE � 5 �I � �''�'�� ��� B 24" CONCRETE PAN (TYPICAL) R���R R's�R ° ��� o�o�O�'' `? � • 6„ ADAPTORS AVAILABLE 4" �1 :(9 � p a a / 3 12" CAST IRON GRATE naRU a" , . � a a aa 2" SDR 35 SOLID RIGID PV �; � e � e � � � VARIOUS TYPE OF OUTLETS ���.�� ^ !� a - , � � < WIiH WATERTIGHT ADAPTORS � � 6�� . a tl � � 4"-8" FOR: •.. � 2� CAST IRON H- 20 RATED � w TYPE II - SPILL • INVERT PER PLA BEND I GRATE CORRUGATED POLYETHYLENE g � � cn 7EE INVERT PER PLA � 0 �� INLINE DRAIN SDR-35 SEWER � CORRUGATED PVC ULTRA-RIB PVC NOTES: � 8. 1 . BACKFIL�, SEE DETAIL OF CUT/F1LL SLOPE 2. SLOPE AT 1 " PER F00T CAST i ON A � 3. 1 - 1 /2" RADIUS TYPICAL / /� 4. SLOPE TO MATCH ADJACENT PAVEMENT � O U J 5. PAVEMENT, SEE TYPICAL PAVEMENT SECTION a ADAPTORS AVAILABLE 4" � 6. PROVIDE CONTRACl10N JOINTS 12� O.C. MAXIMUM NYLOPLAST ELEVATION IN LANDSCAPE AREA � SDR-35 SEWER SOLID RIGID PVC THRU 6" / /� 7. PROVIDE EXPANSION JOINTS 100� O. C. MAXIMUM 8" WITH WATERTIGHT ADAPTERS V � 8. SLOPE AT 1 /2" PER F00T TYPICAL INLET INSTALLATION 4"-6" VAR�OUS TYPE OF OUTLETS � - � MATH WATERTIGHT ADAPTORS � PROVIDE A MIN . 6 " COMPACTED BASE 12" INLINE DRAIN H �� INLINE DRAIN FOR: � COURSE UNDER ALL CURB AND GUTIER SDRR35A EWERa�TM�NE CORRUGATED PVC � � O Q ULTRA-RIB PVC - I , I � N . T. S. N . T. S. LJJ � - D E NYLOPLAST INLINE DRAIN DETAIL � � � W A 6 VERTICAL CURB AND GUTTER CATCH AND SPILL NYLOPLAST INLINE DRAIN Q 0 O � � 2.5' VARIES (SEE PLANS) VARIES (SEE PLANS) z.5� PROPOSED ptWND � � O Z (s� auNS) °°SnN� DRAINAGE NOTES (n J ����N,( //�� � GRWND I ,��/ Y��'�\/�/�/ o°o°o°o°o° �/�% J O ✓�V��V���A���A�Ay o 0 0 0 0 0 00� �j� ��� � 3/4' OF2 1-1 /Y WASHm ROCI( ��. . . o �o ���� � O � N1TH LESS THAN 2% PASSING A %Z ��� � � ���� 18' � /200 SEIVE OR �S O1HERwISE ���'� o O� / 72' RIqD SDR35 � SPECIFlm BV iHE SINL$ ENG. " �' p� o� �� � py� p� 1 . All storm drains and culverts shall be constructed in accordance with \�'' U URB AN URB AN � �� � ;�� � � �� (sEE PuHS) currER currER �� Was„�o Ro�K A�o P,PE �% ✓%%'%:�i�i�i�!i�� -!� Town of Vail standards and specifications . � DIRT FOR LANOSCAPWG W� MIRAFl 140N FABRIC AND PUCE PROPOSm (R WN� 24 n SEE SEE (SEE PLANS) PIPE AT 1.0% MIN. SLOPE AND CONNECT L , T e$ Qf structures refer t� the Colorado De artment of Trans ortation PLANS 6" ASHALT TO BE INSTALLED pLANS � � y �° ���\j� TO PROPOSED AREA OR CURB INLETS OR � p P � r n w � IN 3-2" LIFTS /���� � � �!�li' PER PLANS TO A SOL1D PIPE. M & S Standards , CDOT Specifications, or are included In the details. U I /�` � � / DopoOOO FJU5TING N ��, �j o o O GRWND J J 1 1 � 3/4' OR 1-1/2" WASHm ROp( � � o 00000 �% 3. Alpine Engineering , Inc. , assumes no responsibility for utility locations . � �i � � vnni �ss rnur za a�ssr+c � �//�!/ o° o°o°o �//; �e- N . T. S. , � � � � �\ �\ • �oo m� «� �5 oTM��� �v, o� °o �,�` It is the Contractor s responsibility to field verify the location of all �� 2.0% 2. 0� ��� s�aFlm er n�E sa�s ac. /�/ o° o �//� � � �- --� /�//�//�i �;�i, o � i�' J SECTION B- B SUBDRAIN uti ities prior to commencement of any construction . 7 � //�� \ \ � � � � � \ � 4' RIqD SDR35 I L > V I ,/�/�/�/ /\/\/\/ �,� i�ii!i��% � PERFORAIID � \�j\\�j �j . . . . , � �\�/\\�/\\�j\� NRAP WASHm ROCI( AND PIPE � W/ MIRPFI 140N FABRIC AND PUCE ,e- P`� P'�� 4. All drain pipes shall be installed with the required bedding . � ��j\�j \ � PIPE AT 1 .O7C MIN. SLOPE AND CONNECT �� P�S� � �� TO PROPOSED MEA OR CURB INLElS OR / PER PLM1S TO A SIX10 PIPE 5. Elevations shown are at pipe invert unless otherwise ShOWn . O PROPOSED GRWND � �� P"�`�S� a�rnN� 6 . All standard storm drain structures are sub 'ect to modification b the 8" ABC DIRT FOR LANDSCAPING ✓/`�j`%i`% - - - �- - jjv'�% caour+o � y 4" ABC 4" ABC ,�j�\/\\j�\ �//� �� � 000000000000 \\���` � W U � � i b the En ineer to accommodate existin field conditions SUITABLE ON-SITE STRUCTURAL FILL /��/����������� 0000�oo 0 000 �/ ��� y g 9 3�{' OR 1-1/2' WASHm ROCK O�O �O \�/�� /� � VA1H LESS TiAN 2X PASSINC A �/�/. O O � \\��\ O o 0 1//� 18' f V ,�oo �� «� „5 oTM��SE �,�, o , 7. Where any part of the storm drain system is located in a fill section , , , � o i tz' nic�o soeas � r•i SPEGFlm BY TNE SOILS ENG. ����j o O� \��` � py� p�pE provide fill material compacted to 95% AASHTO T99 density from the FINAL PAVEMENT DESIGN (s� puns) wi�� eE PERFORMEO eY �,,, �;;?i,��i,�i,��,��,� ��� original undisturbed ground up to structure bottom slabs and pipe bedding . HP GEOTECH SOILS ENGINEERS WRAP WASHED ROCK AND PIPE W/ AIIRAFl 140N FABRIC AND PLACE Z8(� P�F�A�35 DURING CONSTRUCTION AND PIPE AT 1 .0% MIN. SLOPE AND CONNECT py� p�pE SUBMITfED FOR ON s�� TO PROPOSED AitEA OR WRB INLETS OR �� wJ,S> 8. Contractor to provide Culvert Outlet Protection ( see detail ) CONSTRUCTION. PER PLWS TO A SIX1D PIPE at storm drain and culvert outfalls unless otherwise noted . } _ m � N . T. S. N . T. S . N . T. S. g . AII storm drain and culvert outfalls to have End Sections or Endwalls � ASPHALT DRIVEWAY TYPICAL SECTION G SUBDRAIN DETAIL K SECTION C-C SUBDRAIN unless they are to be extended �� the future. F 10 . Inlet boxes to be oversized to accommodate pipe size where necessary. Provide AASHTO HS- 20 truck load rated top slab to ;" SEE PIPE MANUFACTURER'S SPECIFICAl10NS O accommodate grate and frame for oversized boxes . . : . FOR BEDDING REQUIREMENTS GRAME & I ��I . A� �A D&L STANDARD 2'x2' CATCH BASIN DO 11 . Pipe lengths indicated are horizontal lengths measured along the � 0 o I-9226 OR EQUIVAL£NT �_ ul (Dd�L I-3517) 1 z ai.•r.?� -� ;; O O centerline of pipe from inside face of box to inside foce of box. wf. 530/ , .!- SQUARE INLET FRAME & GRAlE DO 000 0 i.zs x a�w+r ournoe aa �uiN.� DO '� ' � �- '> � � • 12. Curb and Gutters shall be installed in such a manner as to insure Z � s• rr�. 3•-0� ` positive drainage in all areas , as shown . o �, JOINT DETAIL ` 7RENCH BAp(FlLL � i� � m RISER +'-o' LJFTING INSER75 ,._6. PLAN VIEW � � � ,/��j �O9 •o �'� . . .. � .:OOn .. % \/ � O (2)PER SECTON I 7YP. .. F^ %\�% . o � .o %� H z CLA55 8 AGGRECAIE ���\� ' ���1 ' ' n ; � � BAg COURSE � 00� ' � O .�$ SEE�,�aNi . i. ` ,, � �\\// � 0 9. . . c � . ' //� 24"z24" O �, ''. � i� �g �/ o j� eenoiNC �� � \ � � O � �� �� a o j� za+e � o co r �t . _ / : .. //< � `/j � �/� 2�� a �¢ LI FTI N G m p UNDISIURBED/�j' - � � � / � J o � . N �S.° s. � zSERTS < sa� \�\/\oO , � 'oo / .�o °o \/ 27"x27" � �o. � / !��/i�//,��i✓n /,./i://�//��///i '0 1/4 O.D.. 1� °j �j � Y PIPE SUBGRADE 6' MIN o CULVERT BEDDING DETAIL PERMPL&NGRATE NON-SHRINK � N $ � � � � GROUT � �' � �\i � \ NOTE: TONN OF VAIL (TOy 7RENCH ��/ � '�/,(� BACKFlLL SPEqFlCATONS DO NOT ALLOW ���� 3 Si � � . � � MATERIAL URGQt 7HAN 6' YA7HIN 1HE //\ � �a O t[) � � •. ' . . . •. EN71RE BACNFlLL ZONE IN TOV /�\� _ _ � � .- � RIGH15-OF-WAV. /�j/ TRENCH BACKFlLL (n (n O � In � ' i'-to' ��-���• � s� saecinc�nor�s Foa EXTENSIONS W � g• 2'-0� 6• � �9 1 /2' Z -�• g 1/2• � \PACTION REWIRE]AQJTS / � 2'-0 , AS REOUIRED � � � � O n INSIDE � o Z , ' . ' ' . LEFT SIDE VIEW SECTION A- A `� /,� > . ° � 3 v Z w O Ris�x � cn ¢ w m � F �• CATCH BASIN Hoc�T CODE v,�u�+r v� • '-'-' � = o a U `o• a C823 � \< � BmDING ZONE � O U � � � g' Wf. 3.710/ 1 ' CB231R 930p ��j� �� � SEE ABOVE . _ . . Q 2' CB23?R 1.880; � ~ � �, f f PIPE SUBGRADE, STABIIJZA710N ���� �' � � � Z � X � CATCH BASIN 3� CB233R 2.790/ MAlER1AL IF REWIRm �j%/�%�%���� �:- , � � � " '- � � � � Scde: 1 ' � 2'-0" �- � � � � � � �V . 1 � . v No�s: TRENCH ZONES D&L I - 9226 OR EQUIVALENT � � -' � '-' � � W PROVIDE 18�� SUMP 1. CATCH BA9N5 ARE DE9GNED TO MEEf ASTA/ C85B NITH AASHTO HS-20 LOADINC. � �� FF P � R(', ` � 2 OPQlINGS MAY BE LOCAIID AS REWIRED. �" 1 SH EET 3 3. CHECK HARDWARE SEC710N FOR OPTIONAL ACCESSORIES. , n I � � �� > N . 7. S . N . T. s. N . T. S . PROVIDE 18" SUMP ` � � C - 05. O w a H 2' x 3' CURB INLET DETAIL I CULVERT BEDDING DETAIL L 2' X 2' AREA INLET AND GRATE � J _ �r,4wiNO w,o►�s �►N �ranen� wAU�s aec�s �IIII�IIIIIIIIIIIIIIIIIIIII ? °N� ; ---�- y , �-.-_ � �� (�"YP. � � `-•- H� `�'`� �pH \_ � _�; � � � :� _ � . � �?. _ _ _ - '���,� � �, _� � , ELEC. -- - -. 6 10' ROCK hd3 , 1 _ _ � -\` 8226 . 1 � OUTLET �� ` � ' j � r , "�� � \ -�,\ PROPOSED GEOTEXTILE, z � o,pm � ��� � � �. � \+1 /% . � � `-� SOILS ENGINEER TO 24" TO 4S" o .�� � . � � / :•. :� : : : . . \�\\ � i ''��, DESIGN SPACING, TYPE BOULDERS � \ / � ��: �� ::. �� ! ' / `' � � � � .�_\ CONC. CURB & GUTTER TYPICAL m � � �ox i r � '-� 8 � � o � _ AND LENGTH BASED ON PROPOSED � 04 . , - ? -,- . . 220 00 �.,,_ _ _. ;i � / /�/ l� , kcL3 __.�_. __ �_._\ WALK SITE CONDITIONS. SEE BOULDERS PRO OSED Z � Zrc : _, �- � F i/ \ � '��` `�/ \ \ \, �/�ir � / ` ` ' -__,_, ` � $226 5 SOILS REPORT - I TOPSOIL � � ' 4" S BDRAIN PROPOSED vi (II III �o • _� � -- - / ' ��-- -- _ -- - � � / � , � '.. � ..k � � - I SEE PLANS= - OULDERS x y°n 26� � � - 7 � 2- 5� ROCK(TYP) - . . - - / 26 �.' _ .. _ . _ . . _ ..._ . _..__-- i ��� - � � - i u � �- APPROX. 5' W � w '� - 2 00 ' , �.,_., -��-� \_ Hd _ . '_ � _ • �� �� 2. , � B IIIIIIII IIII Z m3m / � , : . II/ , . i \ ` ��. � , SIGN 3 \� 8227. ��j��j 6' MAXIMUM �. . IIIII�II � NWW _ - -- - \ - - --E- - __ _ . .' .. � \ ` ' H� � • , '� ' --,\ ' �\ �\ COMPACTED SOIL HEIGHT PROP ED < �rn � \ - - , _ 2¢ _ � - - - � �AGPOLE � � � / �� - - -Cz-- �, �\ ' - �' _ ° �, - -__ ��j�\ '„ 4 SUBDRAI IIII W WALL ; i , '�� i RE-G ADED o PROPOSED i\� ' 1? �. ` 0.4� � � C 26_ y�3 � : _ __ ` / ���� i\� � ����i� N 2: PA110 W . 8 , ez� o.00 , `, \ \ R > __ - c � .'��/�� P OPOSED - : ' __. PROPOSED 18°x24" 4" O ` - I I I I I - - - � � PHONE� , _ � �-. � -_ PVC SUBDRAIN, DRAIN O � �T�T�E PROPOSED � ' , � PED MOt ' ' TO STORM OR DAYLIGHT / '/ ' 4" SUBDRAIN PROPOSED ,..�� I I i I I ; ;vENT , f*� ' �� Gr � � � .\� �\� . �/�/�/ 1 ' KEY IN .• D. P ••, �' I I I I I � m � � �de 0 f , ,. . SIGN � � \ 12" DRAIN .,•? . � ��`�l � ' �` 224• � TOPEROW OF BOULDERS /� /\�UNDISTURBED\/�\/�\/� yQ � I I I ( I � �I� � ` • � ` � � �'i /�\//�\SUBGRADE \//�\//\/ GEO XTILE (TYP.) � /� � � ARE TO BE INlERLOCKING APP OX. 14' OF O;� l� � � � � i �� I I I I I - �' _! � � - ' � OR SET IN NOT VISIBLE \ /� /�� /�� /\ \ ! "�-- ` NON-SHRINK GROUT PROPOSED SUBDRAIN MAY BE MODIFIED/MINI IZED PER I I I I I i 225.1 I I I I I T��;��� �\����� ~ 223 � $ � 8200.00 TME SOILS ENGINEER RECOMMENDATIONS. ••�� ��•• w •'•••"• � I I I I I � �' : ! i �� ' � � � �� N � I I I I I � • '68 \ � _� ' TYPICAL MSE BOULDER WALL SECTION THE WREN - RETAINING WALL � � I 223. 55+ � ` ` , NOT TO SCALE 2007 BOULDER & MSE WALL - SECTION A- A 1 � Z J N ;� � 2F��91 -� RETAINING WALL - GEOTEXTILE SECTION _ SPACES TOP LEVEL Match Grade�of ; �` . F PLAIN 4 REBAR � Q SPACES LOWER LEVEL Existing Conc+eNe 9.82 � _ _ � # Exisnrvc Z O 1 + � 221 .20t _ .� �< � � WALL � - - � ',�21 .92+ - : : � . . :_ , _7 � ,, J - � L � Q W INV=16.30 p 222.63 ` . - ,� � \ - CURB AND m 8220.00 HORIZONTAL AND VERIICAL SCALE: � � �V� PROPOSED � ., PVC SU DRAIN _ � O Q I I I I � � \ PROPOS pROPE3SED INV-16.50 - � � - Gur�R X Q ° 12" Inlet PROPOSED - - , - - ' GUARDPOSTTYP. � _ Curb Inlet 23 L. F. OF - - - .` : . , � :=24 � � ) .83 Rim-8219.95 W � Q _ : � � I I I I Rim=8220.32 ROP05ED 4" � I ' Inv=8217.45 12° DUCTILE IRON PROPOSED � � � � i i , Ir1v=8212.50 BOULDERS I I I I ' ! PIPE � 29.1 % VC SU6RRAll�22 �O I I I I = , � ' � � � � ' ' �2 - PROPOSED � Z I I I I , _ _ � � �-' .� 4" SUBDRAIN O rn PROPOSED g2� 0.00 V / � � I I I I � I �20 • �$`Z2� RE-GRADED � � I I I I � LANf R VC SUBD : : ' 1 � � ` � PAT10 O , •.. � . . . � . , I I I I I = O�� , ' .• y.�.� . 1 � \ � _ PROPOSED PROPOSEDOOROPOS D � J � � •�'.'•' .'.' \ 4" SUBDRAIN 6" DRAI � O I I I I _ . . _ 220. BLO RE � �. .•.'. -.•. •.•. \ , _� 12" DRAIN � .. PROPOSED � � � � \ -;'.-;- \ . . . I I I I , , �.'.'�•�'.i». ' � \ 4" SUBDRAIN � ` Z ELEC. CK RET. W LL 214. . .'.'.-:%.• .-. � _ I � GEOGR DK OF J = TRANS. ' I I I �^ RAMP •,•:RQ�. '.•.-, '. -. \`� 8 GRAVEL � � . . . . . . . . . . . 3 � -.-.- - - I \ SECTION I I I I 9 ' � Z13.0 . -: �EF .. •. I WALK s2oo.o0 � I CONC. C NC. WALL (TYP. ) I I RET. WALL 219 . � p , . . I \ rf� w � � I I I �g 3o STAIRS ` � ' ` � ; ; - ,� ', ... .. : - �,, I THE WREN - RETAINING WALL � V � �� .: .-. •. ' I I I I - -� - - - - - - - - - - _ - - - _ _ __ _ _ _ _ , •`:' ' ' ' : ' :' ' 2007 BOU LDER & MSE WALL - SECTI ON A- A � � U I I I I ��9� PROPOSED DRAiN , � J� �J �'•�'�y a 16 _ . : J�_�� � 1 ' ., o+oo o+ao � ' � " �. . � . • � � � RETAINING WALL - TYPICAL SECTION Z Q W I I I I - __- _ - __ - 2'x2 Inlet (Tw) � , - � I_ _ � - - - � -- - - � - Rim=8209.20 PROPOSED � ' 1�fi � ' � �� �:-a• : •:�. '� Inv=8206.00 PROPOSED � - � � 28L.F. OF 8" Area Inlet _ J� J o_ ::;:; _:.. 1 12" SDR35 Rim=8209.20 ' - _ � ' :•:-:•:�:-: � _ ��� Inv=Varies � .'•,.'•' ' ' �� ' � �, Construction Soeeifications � PVC � 1 .0% I � •.•.l'�• 2`x2"x3' WOOD STAKES t � PARKING DECK OUTLINE 21020 SQ . FT . � - "� j�14 1. Fence posts shall be a minimum of 36� long driven 16` minimum into the e• e , 6 e , � L ' J � ground. Wood posts sholl be 11 /2" x 11 /2" square (minimum) cut, or 13/4" diameter • 3 � . •`� �- r �- -,--ir� �- • � \ � _ _ / (minimum) round and shall be of sound quality hardwood. Steel posts will be Q � • ` I i i� e , � � � J � standard T or U section weighting not less than 1.00 pond per linear foot. � , � ,J G SPACES TOP LEVEL - " - �- - - - EDGE OF / %�: ::_ :. 2 ��� ,�' a I � J G SPACES LOWER LEVEL PATIO ° J 1 ( � 2. Geotextile shall be fastened securely to each fence post with wire ties , / l � or staples at top and midsection and shail meet the following requirements B e � � � �� ! � ` � for Geotextle Class F: -� � \J , / � � "� \ . � � ,� , ' e 9 e � a � . , j� � I _ � �� �� Tensile Strength 50 Ibs�n (min.) Test: MSMT 509 � � � -Tt � . � • � � �, ��,j �� Tensile Modulus 20 Ibs/in (min.) Test: MSMT 509 � � I � 1` fi� � � ' I � M � � I I I I I I - - `� � , ��� SPLIT RAIL � , � � � I I I I � I ` , . Flow Rate 0.3 gal ft / minute (max.) Test: MSMT 322 • , � � FENCE (TYP) . -. � I ' ai � � ' � � II � I • 1 �\ _ I I I I I I ; -✓ c<'Y; �`' Filtering Efficiency 75% (min.) Test MSMT 322 - - � , ` � m � PROPOSED � . 3. Where ends of eotextile fabric come t ether, the shall be overla ed, IK , ( � � � � � � F�,_ :'� � � 9 �9 Y PP � � � . � ' ..� �1 , � . . ! . . � ' . V � � I � I I 76 L.F. OF I '� � `- � folded and sta led to revent sediment b ass. � ��: �- P P � BALES �EMBEDDED 4' to 6 STAiRS 12" SDR35 i _ �'�� ( I I I I I - � INTO GROUND PVC � 1 .�% �� � 4. Silt Fence shall be inspected after each rainfall event and maintained when � � � � � � bulges occur w when sedtment accumulation reached 50% of the fabric height. � � � � � � � __ I I I I I I ! N . T. S. . . . � � � � � - - -a - - - � � B INLET PROTECTION ., � � - - - �- -- - � - - -- - �- - - - � - � - - �, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o � . -. . � . -.,I a.. � ( 10' MAXIMUM �NTER TO 36' MINIMUM LENGiH FENCE POST, NOiES: cn E ( I � �- CENTER DRIVEN q MINIMUM OF 16" INTO DITCH RECONSiRUCiION MAY IMPACT D(ISTING SHALLOW UTILIiIES AND MAY O � GRWND INCLUDE THE INSTALLAiION OF SUBDRAINS, WLVERTS AND AREA INLETS. � � IRON FENCE ` � � „ ALL DISNRBED AREAS NATHIN iHE PRWECT TO HAVE A MINIMUM 6' OF � m �T�� � °, � TOPSOIL PLACEMENT AND TO BE RE-SEEDED NAiH LOW GROW, DITCH SEED � p TEPS � ' I PROPOSED � i � � 16' MINIMUM HEIGFi7 OF MIX EXCEPT BEHIND CURB AND WTTER WHERE SOD IS TO BE INSTALLED. ; 2�X2' Inlet � , � . � �:. GEOlEXTILE CLASS F AREAS NATHIN THE DITCH TO BE PROiECTED FROM EROSION BY PLAqNG A � i POOL i ,� _ � RIrY1=8209.4 ; , ; 4' NADE EXCELSIOR EROSION CONiROL BLANKET KEYED INTO THE DITCH A7 p --- - - � �' �' =� - Inv=HZ04.9 ' ' 8" MINIMUM DEPiH IN TO TOP END OF DITCH CONSTRUCiION DISNRBANCE. w N ;{ GROUND EROSION CONTROL, HAY BALE DIKES, TO B� PLACED ALOFtG THE DITCH A7 a �p ' AT MAXIMUM tNTERVAL OF EVERY 200 FT. AND ALSO AT ANY INLEiS. o � _ � � t. FLO� FLOW� I� � ` � � I '� ' S' j `i� ' � Z° CMP 36" MINIMUM fENCE � \ /// I I �nv=206.91 PERSPECTIVE VIEW PosT �cn+ �a o � a � � - � II � ES LOWER LEVEL • ° ,;��� ;:\�. � � ao�i►Ri -� FENCE POST SECiION 2HWLD R s o zs: i s' 0 2.s: i � � ' ' ' � �` MINIMUM 20" ABOVE EXISTING P MX n I I EXISTING ROAD 6' TOPSOIL � � . e . � . � � �� / 1 1, ',�� � 12" CMP �OW GRWND AND RE-VEG Z, /� � o N � I I � 1 .7% c�tou D �� j / /� ' ` o �n � ' �i�/ �%%��/��/ / //� � EXISIING x = a �n � I I EMBED GEOiEXTILE CLASS F ' �° �� �� �� � � � N � Y /� I I A MINIMUM OF 8� VERi1CALLY \���/`\\�. \�\� `\\' \�� GROUND � � � � o ; STAIRS � - J � I I POSTS INTO THE GRWND MINIMUM �OF 6RIVENOA �Yj��/��/��/�\/�\ 0000OOO= /\ � Q a1 \ I I THE GROUND 181/2 SCRE m R C��j� O�O�OO�OO� /\�/. z z Y O Q '� � � SECTION B � p p�p�p �/�i 24� � 3 U Z w 3 : �- � � sECnoN a CROSS SECTION , o o • �\ �, Q w m � Z GAZEBO � ` � I : . r ' ( �� , !� STAPLE WRAP SCREENED ROCK AND PIPE / O� O O� /��� o o U � o i � Vy . � � 8 O STAPLE W/ MIRAFl 140N FABRIC AND PLACE �� Z � Q POOL � � , ` ' '�` PIPE AT 2X SLOPE AND CONNECT TO � _��������%�/. 4" RIqD w I I JOINING TWO ADJACENT SILT � �,i PROPOSm AREA OR VALLEY INLETS RIqD SDR35 � � BUILDING � � • - • RAMP I I FENCE SECTIONS � PQ2FORAiED � PLANTER ` I I TOP VIEW ` "' ' � � : , ' � ` _ PVC PIPE u�i L � � � � 18 � ; � - - - - - - - - - - - - - - - - - - - - - - - - - � - -r� � � � � � u �" SHEET � � - - - - - - - - - I - - - - - - - - - - - � J �"j G g � t�' i � ; � II W I RAMP � �KR ��. I I N" T. S. � -N . T. S. ' � ~ � SILT FENCE � j SCA�E. 1 = 10 STAND PIPE � _ �'�. i i A C T Y P I C A L P E R F O R A T E D S U B D R A I N S E C T I O N J S N 1 /4 CRN. SEC. 8 �IIIIIIIIIIIIIIIIIIIIIIIIII Z o rn SEC. 8, T5S, R80W, 6TH P.M. � N �- FND 3 1 4" BRASS CAP ON NOTES- �� f /� S ALUM. P PE. U.S. CADASlF2AL BLM Z dm� T SS � � ' x t ) DATE OF SURVEYS: EAGLE VALLEY SURVEI1NG, ALTA 2926, DECEMBER 2004, cwc. Wae � (SOUn'l F q T E 58 � Z ��� ALPWE ENGINEERING SUPPLEMENTAL SURVEY AUGUST, 2006 &z, ,.9'�-', wux " �4.1 qG N 1978 `�F� �-_ � � �y �O ' 2) WAS USED FOR ALLETIITLE A D�EASEMENOLI NF RMATION. 6 DATED 3�13�00 . \ �LZ = -- _- NT f R�AD) ! C N w A > N � III III W �UM / �� 8224. �R Q � N_ N_ Wujl� 3) NOl10E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL APPROX. 450� t/- TO �" � � ,� / 'yp� \� w� �� w VAI�/ N r- �'oy �I IIIIIIII IIII w N�"�j� ACTION BASED UPON ANY DEFECT IN iHiS SURVEY N7THIN THREE YEARS INTERSECiION GORE CREEK `� � j `' \�E224.6 eS� � , p Z m�4'tp AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY pR�yE. \� \ � ,� \ 7O n '< I � NoW A C l 1 0 N B A S ED U P O N A N Y D E F E C T I N T H I S S U R V E Y B E C O M M E N C E D M O R E `� °E "" �'m� t�N �__ :�\ II I o W o 1HAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN ��� �' - N�`` �-- � �2 � I �II � �rn HEREON. ace q ��`�� �c "- - _. � s"' `��'_\ � � IIII �yJ ° � . mµs ._ . . . ..� � � c � � .. �������° -'�`_ � N w • 4) 0.5' OF SNOW ON LOT AT i1ME OF SURVEY; SOME FEATURES MAY EXIST �- � �� `--, � - -' --, ' �s-` \ a, � BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRANANG. - ,y ) .�,3j� � 3 �� , � �� -- - EP{� � �.g � � FND PIN & RED PLASTIC CA �� / `F� � � ye ��� � aT ; 5) BASIS OF ELEVATION: NATIONAL GEODETIC SURVEY NAVD 88 CONTROL PT. "SPRADDLE" ELEV. = 8287.40 �g #2q2� g ( '��, S 7�. � + �wT.� �`\ tA/� �\ , sz2s.� r �^ � �. 2 3 � �-L-- - - k a i zz. ^ �' ,, �O.p3. S43 �c� � _,o. � da = eazs.t � � ��,.�...� 6) BASIS OF BEARINGS: A LINE CONNECDNG THE NW CRN OF iHE WREN PARCEL � � � �'�fqse '�T ' < � � `� O '��� P�C�'� AND N 1 /4 CRN. SEC. 8, TSS, R80W, 6TH P.M. (SEE DRAWING) �- -- : � �- �S�' "� -: -; � � � �` V . 8126. _ ' � � ""T"" ;� �� �`f .�. � �d3 � ��� p. 7) PER TOWN OF VAIL COMMUNITY DEVELOPEMENT DEPARTMENT, BUILDING SETBACKS ARE AS FOLLOWS �6 __ - - - FRONT: 20' �7� . snuxs m�m �' _ -26-' z-s' noaccm> 26 • Q+aosi� -� t _. � �� �d3 SIDES: 20' R - -� _ � ._2a _. ` � : � s"� \\ ' •. • �J � REAR: 20' zz 22 � ��� ` - - � at• e -- �_� � ' � ze hd3 szzz2 •... .•• w _� �-._ � azv.s I 8) ADDRESS: 500 S. FRONTAGE ROAD. � - -- ---- - �,� �F- �-- � c i 7 � 3 9 ' E . 4.^ �� � yq� � � 9) ALL UTILITY LOCATIONS ARE PER FIELD LOCATES OF MARKINGS BY THEIR RESPECTIVE COMPANIES � � I I I I I I I I I I _ � ` _ c � `\ AND ARE VERY APPROXIMATE. 'B'� I I I I I I I I I � ��� \ �. � -, c . - � � � � � � � � � \. �� sz2e. • ----' G- --- GAS LINE � I I I I I I I I I ���\\ � � � I i i i i i i i i i '� � � T---�. pHONE LWE � '� w I w � o -�p �� \ \ O � r- WATER LINE 17 PARKING SPACES TOP LEVEL � _ � � � AIN //4 REBAR 77 PARKING SPACES LOWER LEVEL �� 1 I � 1'I \ ::-" " � � � ELECTRIC LJNE �*- -�-" �j �� 1 -:.�.; - - _ __ _ � � �' I I I I I I I r • \ -- - 4 � � � _ � � � � � � � � wumrosr(m]= -- �\ � �� � \ - � � � !ND!CATES C-2� APPRX. iRl%N1t �=A. CO?JiFEROU5 iREE - I I I I I I I I • • \ ~ o \ \ � � O 1 � rn 1 � I I I I I I � �,�` ._-'. � � Q V 1 ;� I N fl I C A T E 5 0.5' A�a R X. h 2�N K D�A_ C J N I F E R O J S T R E E I � o• � m -- - a m c x n. M,u� . ��i-> \\ \ �` \ \ � L QCOtIF%/E 14' HOLY Oi065 I � I I I �µ p� aaa x�i. wui . .�.-F '•. e � � a�\\ \ \ O O INDICATES 0.5' APPRX. TRUNK DIA. DECIDUOUS TREE Po�tu� i I I I I ryIr I I �+G "ET •"LL •:.•:- w� \ � � (9216. % 2rn�) � ... � � i.o• cpxC. w� <I J � � iar. v snms >�d ::::•`'"''>•. � \ 1 ' - \ �� � � � � � � � - _ - - - - - - - _ -_ (''R) 7 :. :•:. . - _ , '•" "•" 16 � � � � m.w �� ?yr �'•' •' ' \ \ - _ '" '- '- ' L O � ;������" - - - - - - � - - t- - t - -1 -- - fi- - -t - - - I \ � � INDICAIES 1 .0' APPRX. TRUNK DIA. DECIDUOUS TREE � I I � � � \ �\ � � Z I I PERIMETER POOL DECK \ PARKING DECK OUTLINE 21020 SQ. Ff. I � I 14 � � � � � I INDICATES 7 .0� APPRX. TRUNK DIA. CONIFEROUS TREE Z ��, 17 PARKING SPACE$ TOP LEVEL � \ � mrErc \ � O � !i/�����\ 18 PARKING SPACES LOWER LEVEL reno I � I � � \ 0 I � � � � � � � � � � P �� fu� (iw) \� \ � � O I I I I I I I I ' I � �ssur nw \ \ INDICATES 1 .5' APPRX. iRUNY. DIA. CONIFEROUS TREE O�i � I I I I I I I I I I \ \ � � U i APOLLO PARK -. I � I I I I I I I I � \ \ W � � A PART OF TRACT "D" � . � W � `_ - - - - _ _ _ _ . _._ _ , � VAIL VILLAGE FIFTH FILING � -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N ' � r . � - - - - - - - - ,, = Qz SURVEYOR'S CERTIFICATE RECORDED IN 6274, P697 � � ip �� � To: Wren Board Associotion SEPiEMBER 5, 1978 I �� �� x«, rExa � � This is to certify that this map or plat and the survey on which it � �' I \ � � . is based were made in accordance with "Minimum Standard Detail Requirements I I � __ � P0°'� I 82093 UNPLATTED ' for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA, Z ' ' x � � � ACSM and NSPS in 1999, and includes Items 3, 4, 5, 6, 7(a), 7(�), 8, 9, 10, 11 (a). � � X FORD PARK - and 11 (b) of Table A thereof. 1O0D \ � � � � THE WREN �' eZq� �r °p � O r /� ,F„� II M^�a.o� �/ � Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM I I �` °°" �e°�' P�.'�° °" F'°°R °a°" � � A CONDOMINIUM PROJECT � �� �` , and in effect on the date of this certification, the undersigned further certifies I 74 PARKING SPACES LOWER LEVEL � • � � � that proper field procedures, instrumentation, and adequate survey personnel � AS RECORDED IN B244, P32. � � � t�� � y were employed in order to achieve results comparable to those outlined in the ' � RECEPTION N0, 140183, JANUARY 9, 1976 IO � � � �•� �� °Minimum Angle, Distance, and Closure Requirements for Survey Measurements I � ' sr,,,� 1 .377 ACRES J� \ � �� � t . 1 Which Control Lond Boundaries for ALTA/ACSM Land Title Surveys.° raa oE« W waeo I I + B��O / � ppOL � RM1P N BU�➢ING (T II '� PINIlFRS �-___ - V' LEGAL DESCRIPTION / "'' - - - - - � - - - - - - - � - - - - - - - �� � - - - - - - � io.a - � � } tn R.WP I P�Y9t I \ II m � Commencing at the Northwest comer of the NE 7 /4 of said Section 8, Township 5 South, s' �. I II Range 80 West of the Sixth Principal Meridian, County of Eagle, State of Colorado; sT� s""D °PE � thence S00'01 'O6"E and along the West line of said Northeast one-quarter 583.82 � I � � ��wr � feet to a point of intersection with the Southerly right-of-way line of Interstate Highway """' 70 and the true point of beginning; thence continuing along the aforesaid course 347.62 � � � I I I O s2n-� I feet; thence N89'S8'54"E 189.81 feet; thence N00'Ol '06°W and along a line � parallel to the West line of said Northeast one-quarter 284.59 feet to a point of \ ♦ � � � 1 \� � �„s � � � eZii-5 intersection with Southerly right-of-way, thence N7138'S4"W ond along said I � ""° 4 STORY PREFABRICAIED CONCX2ElE S7RUCIURE � x � � Southeriy right-of-way 200.00 feet to the true point of beginning; containing 59,999.35 � PERIMETER BUILDING OUTLINE 17,800 SQ. FT. � aztt.3 � � � sq. ft. or 1 .377 acres, more or less. � g� � � \ � � �� .+ ` � � fn ��e � I x82tt.0 II o W � � II r I ae �, ' l 92,,.2 i i O E % Z 7 O6 �E I I II � Ul � �' � � � W 2 ( � � � � � � � O 1f 10.4'�• _ _ _ _ _ _ _ _ _ � - - _ 9.6' (M1 � � W N N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ - _ _ _ _ _ L � , _ _ _ - _ - _ - � II Q � - 82,0 - - - - - il `° SPLR RNL � fFNI£ a ��� -- -- -- - -- - _ _ . - - � --'' "�^s�j ` - J � ,r or ^p ___ _ - _ _\ ., �.a! . �- - � � � '' - - - - -� � � o . - _ _ _, � � - __ - - - - - -- - - - - - - - - __ � - o � . _ _ _ - - - " � � � � _ _ � ez� O N � szo i � � - - - - - - - -- - _,.�- - _ _ _ �� � _ � - - �� Z � - - - - "� ` 6M1ERl1E fS PEDF.RIItlNI ° - -1` � -� . . - ' : -t---'--�-- iT� T +� � '-.^ �_� .Z. • � ,.r'�_-"�� • II s11�W sElBllac ^ p � � � � � .. . �� � -r .� � t.S - -:� �I�III�AY EAA�]]Oli (83�0. M33 7/�2/ti1) _ • � ���' E O n ` �_ . ; :; � ` ' _ r ���. i • x -7'� -•�" . ,. _ ~ " � O m � _ _ _ _ _ - - _ - - - _ _ - _ _ _ :., �� '- ` .� - - \ N udfr . • . � :r� � \ U,- �8790� � : (�m 3 � ' - '- �� _ _ -. .- -_ O ,C) O _ __ a• . � ., �- �� - � ' _ ' _ - - - �_ ,� � � � � � �� - 8780 - - � � � � \ u N � � . _ , ��•'.. . / � . _. , , -_ � � �' � -_ '_ ' __ __ _ "__ (n (n � � � Z �•� 5 " .• p,�q l'_.i � _ _ - _ ' �_ - . I � � � _ - _- - _ _ _ _ __ _��\ �' d' (9 � O � TRACT A ��= '" - ' - '`% r�= T 8`9'5�'' W 189.8`1- - - _ _ - - � w o o SCALE: � ~ = ZO� VAIL VILLAGE FIFTH FILING � - - - � � - _ _ _ � _ - _ - - _ _ -_ __ _ _ - ! - -- - - - �' � ; z Y °z _ - - -- - - - � Z CONTOUR INTERVAL � Z.O� RECORDm AT FlLE N0. 102538 -- -_ - - . - - - -- " _ - � � � 8�8�_, -- _- _- � - - _ _ - - - - - - � � �` - -- � U W � �_ , - � -- __ - , _. _- � �.. 17Y.� "._ -� ' \ (n Q W p7 H U� NOVEMBER 12. 7965 ` - _ '� - ' �_ _ � , _ -- _ __ � - .1=� �� -""� � � �\ 0 � U O� � � - _ � =- ;'1 �� � � _ z � - - - -� _ _ __ �, _/�� � MPItODCLOCA \ � � _ ,� F� �- ' . ._ IE_da � � �-. ,v t vq X '_ - " -_ - __ - , __ � g1'1� � mc[ av a�c �� p�l17ED FRdI F.E.11.A T0�1 aF VAL . - -. I_ ? - ,�iF ' t> 7( ��JLk. � W _ _ - -� i �/ - D FlAODMAY WIP W �- _ _�_��%� � � �,�,� �� ,� �, ,� �,�. `� �� U � _ - . SHEET 3 ` � /� �r m a��. � : ; � \ a � --1�' C- 02. 0 > ,- W _� Z a � � J 2 � � - �, . _ , . � � A � 1'� �S� �� �, �`: 8fTE QRA�INQ AND DRAINAOE � 3 ep . , � � � W Z mM ° � � 1 4 RN . SEC. � � � � , N o � � � � '�� � SEC/ 8. 5S. R OW. 6TH P. - - � ".'-�. .�. : . , '��..- ,y,-_. � --� Z . � Z am � FN 3 4 B S., CAP ON . . 10' ROCK , � _ ,,'� � a�3.� rt r Y e ss� � L � � � �� � � � � ; , . °�e � - z �04 b �o Q. `� r � �S 58 , CON . CURB & GUTTER a �J �a � � � , � ti ' - � y ° �,�. � - � N wo . ��� ��aa ��� J III III W , w,u� J� az2a.� , 1978 , 4 � . . ` !d3 .. ; ; - - - . . ---._ WALK Z� M �. , , . . O� L �� , � � - _ . � 8226 . 5 �������� ���� Z mQ � � � . c�. � -�. dr h e S , �K � : �, ��► � _ ,,, A� � � � '� � � , a � ow � � .: ._ . .:. . _. _ , � \`` �_ .. __ . , _ __ . � � . . �� .:_. ..� . � �` . �. :, �. � � ^` y�r.� ` \ Q rn � s � sicN \ 8227 . Z o `�� ��� ,� - - Q � � � :: � W w F1EC YM ��'� KO �^/ � I �"...,ycu.ao vosQ , � ` +� \ . 8225.2 � � � \ �1 ...._ � . -. � F/d3 . • p, 1 euc. ?� � . _ �. ����� � � \ i)�F ` .... . _ � � . � �. � _ . . �\ . . . . . . ,�µs f > ,: �, ` FLAGP � . 26 ' - _ �- , . ` s„ ' ' h'o_; � i / i ' -• " - � � �° / � � . ����� __ - .x, - �: . e225.a � - _ � FNG PIN & RED PLASTIC CA � �� � � ` . ,� .. .._ . �r �. . . . . . ;�, . . cor+e m* �\ � ..� �� - ` � - np �.[��� LS #2a2� 8 zz ° I \ • � z�� �cl� � � , W,�.. ':� .,_=� , . -�... � _. azzs.i I I � �N � � �i P ONE - � $ f otch Gro O• .`!" •� O. A-'•�r,p � � � \ ` ` � W,�, ��\ � I I I ` Stin9 qSde of � SiGN C3+;�'I' P I t wae e c�Tm+ � �` � . -� ,� ��� �� , - »�� ._ - � � w"`�� � I I I ; " � Ph°�t � i , v;v � \ # azze. i \ (� 224. �' .�� .� !� STNRS 1H.191 _ YE ` � ` . . . , � . r..� // i� •16 . '� 4 i.. � . �\ I I I � :. �I �� / 'C � . - �� • . _ � .� an - .. . / DICLOAIFE .:: ' yV5?• \ /L. '- I I J � .. � t 3 . ,. , • �--.� _ ,d� �; �, g� � -•:: a s . � _ ` � '0 0 �pR 225 ��� � , ' � � ' � ; _:`` � ` �a�8 � � � ,: _ y,: , � I I , . ; rEPCqCe '�� , �`� r cwn fM :� AS �o/ 1 '••.......••' zlq�t��_ 22 ' ' . .�` � � u t6 ,,, ' I I I =- .: / � : � � ��woy �. j;, COORDINATE ALL � � � �',, - � � � � � � � � � „� P;m` "�, I I I j , :, , 223. 18 ; DEMOLITION AND '" ' � � � � � � � � � �.► �`'e "�+�a°i { I I I I \ � � _ / - CONSTRUCTION WITH THE 7 � � � � � � � � � � u . L �W \\ p i i i � � � . 68 \ , � �. OWNERS LANDSCAPE I , I o i i i i i i i i i � '�"''d�wr�a. ns � \ � � " ' '�r f� ' � DEPARTMENT FOR THE � ��J . '^�o I I f 223. 55+ � ' � m i i i � � � I � � ntis � \ r �na/�,wo \ I . \ . . . ��k - .�✓ �' ' �� REMOVAL AND a { { i i i i i i �i . � 223. 91 "� ' ` ' REPLACEMENT OF ALL � p , , , i i i i i i � •°° ,,. ,,.' \ ��"1°'""D� TME � SEE DETAILS SHEET FOR � _ ? \ � � � ��Kµ� ^+E N DISTURBED FEATURES. O - � e, ,� ��� � �,� � � �.a, rtErucm+r av 'u d TYPICAL ASPHALT SECTION (�/ n P �I '""cx "s�"wT �"°" � q5N1�D fFAN�S E � Match Grade of ' � ` : LL LL � � �� ��, � � FND PLAIN # 4 REBAR � � 17 PARKING SPACES TOP LEVEL ��9 � � I� NL� F'LAlld �4 f?E2AR i � PnRKwc sances �owFR �vE� i �, raarosEn Existing Conc et�e �19 . 82 LEVFL � = PROPOSED Y . 1 R n82tG.95 TI1.20h 7T1.Y2+ I.,jl � h�-ez�z�,s �. 1 � � 12" Inlet 221 . 20+ t ° ` j i � � r/ Y sim�p - �` I � i i i � i g i raa,m�n a�m � marogn � � � Rim = 8219. 95 221 . 92+ y%� � � � � � � �„�„os.,N„ - / +o �. � w��o.sz 1� LF. OF l i Inw8217. 45 222. 63 � ,�/; 6� SDR36 Inr8212S0 fY WcfM km i i i i i i z /P� e zax ./ z' s� r. o p.ix � f w� 2� Sump � � � 1 i i i i i i � � � � � i PROPOSED � ,�� � � � � � � � � tio - � PROPOSED Curb Inlet PROPOSEp �� - � � � � � � ..�?� i i � _ 24 � i i i i I = � �� GUARDPOST( TYP_ ) � 83 19 L. F. OF Rim- 8220. 32 23 L. F. OF � � I � � � - a� , I I � � � , I � �,+N_ __ zZ � Inv= 8212. 50 , 6 " SDR35 12" Ductile Iron 0 � � � � N016R _ 2�° �` � � `.`\ I I ,�Z PVC � 2. 0% w/ 2' Sump Pipe � 29. 1 % 222. I i i i i i i , p:.� , � � - i i i i i i I '.�,° ��a,� c� `\ I I � � 2 � � � i � � � � oori<. . �-. �rq � c i 1 i i ,_o� c�,c rnu (�`°-) i i "". w � s-.ws � � � � I I , � .__ � � � � I I I I I I - , Y� _ �\ -b . ' , .. I I -: �� �� O � . i �i i i � i ��ova� r°�.°°� � �, � �, _ � � �o , �� I I Q 2p + . . _ , �`� I _ - - � _ __ I _ '_ ' _ I I - �l - I I RYn�6700. V ,,,� - .. . . . -. . �� °v�c s�are �.�-mae.00 '�"°^�°� �� I I ! ' -r.: _ : • . ' � � � � � VN06 �Q� RYM670i.1(1 � I -. � \ . Q `. ' . . •i� � ' � � 7D LF. OF u,..v�. ./ ! 1� �i � l � I I O 0 '� .�� ,y,-. . . �• Q PERIMETER POOL DECK ` PARKWG DEG< OUTLME 21020 SG . �. �rmnx e• v�c ; '� � CrJs, iy . SEE GENERAL `L�L . � � ;� �., . . • : . . . � � J O I ` wc � �.ox _ �,. ` V I / \�` NOTES #2 220 . ` BLG , RE , � ' � �` ��� / U r�� 1 � PARKING SPACES TOP LEVEL �p51RUCTpN gCTp15, po� � 1 ( . f1`��Jy�2 � -. . + . ' _ \ \ � � �p� 18 PARKING SPACES LOWER LEVEL OET�LS IND NOlES PMOPOgD , � Q � �� n�� � I I I ELEC. . ❑ �C-�� EET w LL 214. 00-F� � , � . � � � I � ��� I I "v TRANS. RAMP < � ' . RFJCK - � H GRAVEL i i i i i i i i i ^ � � s�u. Ru� r ' = ` � rcr�ce (rn) I I - . , " ' � WALK i i i i i i i i i 3 � � � � ii � � i i i i i i i i i l 1 I I � g � u' ,, E.. w i i i i i i i i i "'ro"osa - , CONC. � h£ I � _ ,:. I � � � i i i i i i i i i - T��AS +r��nu i 1 ' . I I RET. WALL I � : . . . . 13. O PROPOSEb � _, W J � � i i i i i � i i i rvc � '•ox � � I �j STAIRS � I i i i i i i i i i I � � ' �� x2� If11Ct � � I � i i i i i i i i i F����° °� 5u°�" � � ,y�� I I 2 3 PROPOSED � , � � Rlin=$2(�9, � � e ,.mc ur� ys• rw�.a '_ � PROPOSED � - - - - , �.�m'�°"A 1 19 " nii= 8 05_70 ---------- -- ----------------*------------------------ - - - , ) ' 16 � � �'` I ! 2 x2' Inlet ( r r ^ r , -� 30 LF. OF ' Grovel ' ( � ro sv� oE« I ----------- s'"�°`s„� �s°�m- 1 ; � .1 I i „ Rim- 8209. 2 PROPOSED D a� N � � . . , - . : : - � V 1 �owm �xi i � 0 ,a«, �„� „� 6 SDR35 Inv= 8206 . 00 Subdrain PROPOSED - � �' _ � 3 I I c„"� � rxxorosn � � � . s,�s P , � PVC SLOPE 8" Area Inlet , .- ; , ; � z � � ' Y`� `�" VARIES Rim = 8209. 20 � � � ' , I - �-- Poa • o �r. or ; �* ' � PROPOSED , I : C :: : - � ` ( � ��� i � � � ^ 28 LF. OF Inv= Varies w/ � ' ; , i � � . i � • s��n� � i.ox � 1 �, U , . � vaa000� ( iii � ��' �1 �;,��m � � �� ! � � UTL � NE 2 � � 2 � SQ . r�T . 12" SDR35 6" SDR35 PVC '� � „ �,- � 14 � ` " � I roa ooac �eo�, rNewc a Fuoa� eaow � � �,,.,.,� � � ; I � i i � �j P VC � 1 . 0� � . . 1 ;- ` \ � � � i � � ' SEE RETAINING WALL /j'',q,�� � � �` I � Q 14 PARKING SPACES LOWER LEVEL � ��� �T � � � � � � L . _ . _ . J ' ' � ii °r°5a'"`r � � �� � PLAN SHEET OF WALL CONSTRUCTION SECTIONS, _ ( �2 � � :.,� i , , . ,.,� N , LEVEL PATOOF � � I \ s,.,�� _ ^ � , ' \ � R LEVEI_ DETAILS AND NOTES PROPOSED 1 � O (� � P� ��. , _� { u �/ /' Remove/Replace � � I � I..L ( 1� II �.�o , i i � � / Existing Patio ` � < `J , I O ` e� o J , ' i I i w/ 5" Concrete � �� E �� ,,, ��� .4 ".I. PL�NiERS I . . I � Y •>�. PIANihF. ., ._1 I ( i I _ . � ��� flIJAP __ n ���_����__�_ ... ( i� I I I _ ' � �' t `�� I J� SPLIT RAIL m v=i � ------ - - - -- --- -- �� ---- ���-- , t � I I � I I � �� � FENCE ( TYP ) � 3F �� � RANG �p F�YFP I � �ERA I I I I � � � ,'�� � � �i`" - �6 .�MALT AND PROPOSED �N � ' STIJID PIiE � � I. I I I I II / sr,.�as •• ' P�w+ w�ucw�vs e ; � i I 76 L F. OF � . � - , � � ���, �;� I I I I �V �,,,, ��" ° � � i � ti I I I I _ STAIRS 12" SDR35 B � � � `�B PVC � 1 .0%' q _ ` �_' C E I P� ;, � i � I I I I ° : �' i ' � u ; � < • ' � Y � i � �� �C� � Ws I � II -. . I � � � �i - _ � i ' n . wE,� i � PROPOSED �-< D� � IGiV F=, � I 4 STORY PREFABRICAlED CONCRETE STRUCNRE j � I � I I I I � � � ' PERiMETER eui�owc our�wE i �,soo so. �r. i ez � � Free Draining Grave l Su b drain � ^, -i A F F A Pi ' � � e�n ur� .-,` �K � � i i 3i �,� � - �- � � � 1 . 0% Using 3/4" Washed � Q ( -y � � I i � I ii ;r `� - - Rock with <2% Passing a #200 � I � xe�i 1 ii a�c � ,.mc �. - ( I / U � I � / o � - - - - - - - - - - - - - - - - ��v� Qr Otherwise as �ecified I � _ _ _ _ _ _ _ . ._. . � . �. �/ „„�, � � ii q-� . �° . - . � r by the Soils Engineer ` � �` " � � E q z � � 0e •., � ne �v. ar 8 p � C N i ,.2. � � PE�'OR.�IED , N � � II a' SDR35 ' - ] m os IPMOMf ����o I �i �i �� � � � /. f.( \ IRON FENCE \� � " . � , � � PE° cnismucna wm nc ( TYP ) ' . � � ��� � ii �°tFPO.� • I ~ PROPOSED o I �ovw �vn � i i sauo �• �r+zs E 2 nerumm�r a uL i i r�c � �.ofc � w � O { ' � PROPOSED � 2'x2 Inlet F c� �� �� Rim - 8209. 4 Q ---------- ---------------------------------------------------------- --- --- � „ R, i� � Poo� • GENERAL NOTES: 9 L. F. OF W - � � '� 4/ � n _ _ w Inv= 8204. 9 I � d ,� . � � �,�'� � � i ;',� � � � I PERFORATED , � � -= _'�__'___'_ gp10 �� .^' " � � I RIn-0205.9 , � , - -_ ���------- �?-- �` -. 1 . ASSUMED BOTTOM OF FOOTING IS 4 4" SDR35 PVC ' o 0 .I ____�- ��l--scu. xNi -y >T' . Y}• �1r g��� I l Inv h-820.L5! : . ' � � ��_� � ..�«� R . �N " '"° a`'°�"' BELOW THE FIRST FLOOR PATIOS AT SUBDRAIN � 1 . 0� .. �� � i\�� , ; � a I - \ W�LL � I �^Z-�� j I ELEVAT10N 8209 (8205. 0�� AND THE �' � � ( �' ' 12 CMP Z � o � r � - - � � - - � � � CONTRACTOR IS TO VERIFY PRIOR TO I � ¢ azo `�-���� - � , - _ _ _ _ �`^ ���i� `\°"ci"�"�+r BELOW � I CONSTRUCTION AND NOTIFY AEI AS DRAIN NG GRAVEL I Z � Inv= 206. 91 i ,' < n SOON AS POSSIBLE IF HIGHER SO AS � � � I � °° � �, / _ _- D IN T � 1 - ---- � .- =' ` �.�� ---------- -'- - _ i ili ° TO NOT UNDERMINE THE BUILDING LE � ° � �-, °o � � ------------------ �- - _ _- � '� � ii � . � . � . �l FOOTINGS. AROUN I I � I � � I ' EXISTING o �n � � .�- � � � � � 12 ' CM o � �• , . � � ` � ^ ua�rt . 1 . = - . � ------ _ . _ . \ TF , � S = d if N -�i9o.. ; "'°.? . i _ �-�` ; - -, , :: .. . _ . ' _ � � - 2. THE PROPOSED BOULDER p I f � 1 . 7� P � � c°� a �n ^ ��'==--- _ " __------------- e, eo ____ ___ _` RETAINING WALL CONTINUES UNDER 11 ��, "' � � ! E TN CCESS RAMP AND T E � _ = = ' ---------- � HE X I ° - � ------- _ srnies Z ° o 3 ' _ � - -„- �^=- „_ � - - - - - - - - - - - - - - - - - - - - - - � � � TAMP IS TOGBE PROTECTED DURINGH - Y z __ n w 1 � � - _ _ - _ - - - - _ _ _, _ �\ � � �'�� �' NsrRUCrioN . C , c i l N Q w � _ __ _ _ J__ _, - , w o � _ _ � � ---------�"��-- e'e° " - - - - --- � � _ - _ o _ - - _ _ � � , =���i � � " °` A E � �ow � �--------- - - - - -------- - c � ec , _ _ - - _______---��_�- '� " ` �"�,•> .� ,,� ' � I �,!� INIMIZEEFREEZ NG I N RTH � SHAL E 1 , , o o � o _ _ D T „ r ; ' . a - - -- - - � -- - - " _ , �, ,. ,: ; , I � � `: , �I I0 II o _ - - - i�� � �' � • -. ,� , 12 PIPE IN THE NORTH PLAZA. ;�{ �; , ' j� �� R�NINQ � " WALL8 w _ � ' --��'� ' � � ' m� � �- � - � � y RAMP e��oiNC ' 4. THE CONTRACTOR IS TO VERIFY " - � �I'1 SECT10N8 SHEET � . � - � ��i I � � � . - FLANTER // 3 - --- -- - -----_�'/ ' - \ - - - _I � , ° THAT THE TEMPORARY AND � Q � � \ � - - - u_ . - - - - - - - - N PLACE - - - - - - - - - - - - - - - - � - . cl _ _ PERMANENT CONSTRU �TION A_Np � �� p�',q�LS C O3 O � �� " � � � � - � - - - - - � _ DRAINAGE EASEMENTS ARE I �-j W � c�� � "- �� � PRIOR TO STARTING ANY _ I ' _ � ' 8HEET j SCALE: � � = ZO� � , � � SCALE: 1 = � O CONSTRUC110N . fp w��KR ' I I REMOVE/REPL.4CE J S